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Home My WebLink AboutCAG2024-24 - Original - CPM Development Corporation dba ICON Materials - 2024 Pavement Preservation - 05/21/2024 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 Toby Hallock Public Works E Date Sent: Date Required: > 04/30/2024 5/10/2024 0 Q Mayor or Designee to Sign. Date of Council Approval: Q Q Interlocal Agreement Uploaded to Website 4/16/2024 Budqet Account Number: Grant? Yes❑ No❑ AL R20136 Budget? Yes❑No Type: N/A Vendor Name: Category CPM Development Corporation DBA ICON Materials Contract Vendor Number: Sub-Category: c Original 0 Project Name: 2024 Pavement Preservation cProject Details: The project consists of repair and rehabilitation of roadways in the City of Kent c Basis for Selection of Contractor: � AgreementL$4,771,296 Bld E *Memo to Mayor must be attachedEl i Start Date: following NTP Termination Date: 160 days from Start Q Local Business?❑Yes❑No*If meets requirements per KCC 3.70.100,please complete'Vendor Purchose-Locol Exceptions"form on Cityspace. Business License Verification: ❑Yes❑In-Process❑Exempt(KCC 5.01.045) ❑Authorized Signer Verified Notice required prior to disclosure? Contract Number: ❑Yes❑No CAG2024-245 Comments: H i 3 f0 IM C C Vf 0 G1 GJ Date Received:City Attorney: rj/1/241Date Routed:Mayor's Office 5/2 1/24 City Clerk's Office5/22/24 adccW22373_1_20 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20221201 4/30/24,3:42 PM 2024 Pavement Preservation Bid-Award-City of Kent,Washington City of Kent Washington KENT Action Item 3962 2024 Pavement Preservation Bid - Award Information Department: Public Works Department Sponsors: Category: Award Bid Attachments Printout 2024 Pavement Preservation Bid Tab Budget Impact BUDGET IMPACT: This project will be funded through a variety of sources including: the Street Fund, Solid Waste Utility Tax, Parks Capital (improvements related to Springwood Park), and a grant from the TIB Complete Streets program for the work on 132nd Avenue SE. The TIB Complete Streets grant is supported with funding from Washington's Climate Commitment Act (CCA). 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 <https://climate.wa.gov >. Motion MOTION: I move to award the 2024 Pavement Preservation Project to CPM Development Corporation DBA ICON Materials in the amount of $4,771,296 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 includes repaving streets throughout the City as shown on the project plans, including work near Fire Station #74 on 116th Avenue S.E, intersections on 64th Avenue South at South 228th Street, South 236th Street and West James Street, and various spot improvements. There is related work to include shoulder widening, curb ramps, speed cushions, raised crosswalks, curb, gutter and sidewalk repairs. The project also adds a curb-separated walking path on the west side of 132nd Avenue S.E. between S.E. 240th Street and S.E. 228th Place - funded by the Washington State Transportation Improvement Board Complete Streets grant program. The bid opening for the 2024 Pavement Preservation Project was held on April 11, 2024, with fou bids received. The lowest responsive bid by a responsible bidder was submitted by CPI Development Corporation DBA ICON Materials in the amount of $4,771,296. Bid Tab Summary_ CPM Development Corporation DBA ICON Materials $4,771,296.00 https://kentwa.igm2.com/Citizens/Detail_LegiFile.aspx?MeetingID=5573&MediaPosition=4533.604&ID=3962&CssClass=&Print=Yes 1/2 4/30/24,3:42 PM 2024 Pavement Preservation Bid-Award-City of Kent,Washington Lakeside Industries, Inc. $4,898,101.00 Miles Resources, LLC $5,100,000.00 Tucci & Sons, Inc. $5,315,635.00 Engineer's Estimate $4,850,857.00 Discussion Add Comment Powered by Granicus https://kentwa.igm2.com/Citizens/Detail_LegiFile.aspx?MeetingID=5573&MediaPosition=4533.604&ID=3962&CssClass=&Print=Yes 2/2 CONFORMED TO ADDENDUM 1 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2024 Pavement Preservation Project Number: 24-3001 . 1 BIDS ACCEPTED UNTIL April 11, 2024 10:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR 60 oeow • KEN T WAS H 1 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 Kent Standard Plans Section 6 WSDOT Standard Plans Section 7 Traffic Control Plans Section 8 Traffic Control Devices Section 9 Trench Drain Grate Information Section 10 King County Wastewater Treatment Division Construction Notes and Existing Facility Locations Section 11 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2024 Pavement Preservation Project Number: 24-3001 . 1 BIDS ACCEPTED UNTIL April 11r 2024 10:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. �' J U47 PUBLIC WORKS DIRECTOR �0� pp 0452 4a * roIVAL KENT W AS H I N G T 0 N ORDER OF CONTENTS 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 and 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 Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Traffic Control Plans Traffic Control Devices Trench Drain Grate Information King County Wastewater Treatment Division Construction Notes and Existing Facility Locations Prevailing Wage Rates CPM Development Corporation BIDDER'S NAME DBA ICON Materials CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2024 Pavement Preservation Project Number: 24-3001. 1 ENDS ACCEPTED UNTIL April 11, 2024 10:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR DENT WASHINGTON ORDER OF CONTENTS FOR BID PACKAGE Invitation to Bid Contractor Compliance Statement ❑eclaration - 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 ❑eclaration Fora: Non-Collusion, Minimum Wage Change order Bidder's Checklist CPM ❑evelopment Corporation DBA ICON Materials INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through April 11, 2024, up to 10:00 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following 10:00 a.m. for the City of Kent project named as follows: 2024 Pavement Preservation Project Number: 24-3001.1 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 repair and rehabilitation of roadways in the city of Kent, which includes residential and business areas. The roadway repair work includes planing bituminous pavement, pavement spot repairs, asphalt overlays, shoulder widening, curb ramps, speed cushions, raised crosswalks, curb, gutter and sidewalk repairs, and other related work. The project includes work in areas near several Kent School District Elementary Schools. There is pavement repair along 11611, Ave SE near Daniel Elementary and at the intersections of 60' Ave S &S 22811' St and 64th Ave S & W James St near Neely O'Brien Elementary. To minimize traffic impacts and school disruptions, work along these schools shall begin after June 17, 2024, with completion by August 23, 2024. The Engineer's estimated range for this project is approximately $5.8 to $6.2 Million. Bid documents may be obtained by contacting City of Kent Engineering Department, Karin Bayes at 253-856-5657. For technical questions, please call Toby Ha(lock at 253-856-5536. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032- 5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Plans and specifications can also be downloaded at no charge at https://www.kentwa.aov/pay-and-aP-plyLbids-RFOcurement-rfps. Copies of the WSDOT Standard Specifications are available for perusal only. GPM Development Corporation D A ICON Materials Apprentice Utilization Requirements are mandatory for all public works estimated to cost one million dollars or more, in which case no less than 15% of the labor hours must be performed by apprentices. KCC 6.01.030. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. Note: The award of the contract will not occur until the City of Kent has reviewed all bids for responsiveness and responsibility determinations and the Kent City Council has formally awarded the contract. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. The City of Kent, in accordance with the provisions of Title VT 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 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 invitation a period of sixty (60) days after the day of bid opening. Dated this 27th day of March 2024 BY: 4w�.dw�)- Kimberley�. omoto, City Clerk Published: Daily Journal of Commerce on, March 28, and April 4, 2024 Washinaton State Office of Minority and Women's Business Enterprise on, March 28, 2024 GPM Development Corporation r';—A ICON Materials CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date April 11th, 2024 This statement relates to a proposed contract with the City of Kent named 2024 Pavement Preservation Project Number: 24-3001.1 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. GPM Development Corporation ❑BA ICON Materials NAME OF BIDDER BY: cxistruci ion M13 � W SIGNATORE/TITLE Mark Eichelberger 1508 Valentine Ave SE Pacific, WA 98047-2103 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 2024 Pavement Preservation/ 1 Match 28, 2024 Project Number: 24-3001.1 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 catitractors, 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 fallowing: ■ 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, solar, 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 54.3 (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. r`►'I^ KI Dowelopment Corporation 2024 Pavement Preservation/ 2 QBE1 Materials Mach 28, 2024 Project Number: 24-3001.1 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") wilt comply with all Acts and the Regulations relative to non-discrimination, including those applicable to Federally-assisted programs of the U.S. Department of Transportation, State-assisted programs through the Washington State Department of Transportation, and generally under Washington's Law Against Discrimination, Ch. 49.60 RCW, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. B. Non-discrimination: The contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor will not participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR Part 21. C. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor- for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the contractor of the contractor's obligations under this contract and the Acts and the Regulations relative to non-discrimination on the grounds of race, color, or national origin. D. Information and Reports: The contractor will provide all information and reports required by the Acts and Regulations and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined applicable to contractor's contract by the City or the Washington State Department of Transportation to be pertinent to ascertain compliance with such Acts and Regulations and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the contractor will so certify to the City or the Washington State Department of Transportation, as appropriate, and will set forth what efforts it has made to obtain the information. E. Sanctions for Noncompliance: in the event of a contractor's noncompliance with the non-discrimination provisions of this contract, the City will impose such contract sanctions as it or the Washington State Department of Transportation may determine to be appropriate, including, but not limited to: CPr�II Development Corporation ❑g]� �'�' `�� Materials March 28, 224 2024 Pavement Preservation/ 11 J Project Number: 24-3001.1 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 p a rt. F. Incorporation of Provisions: The contractor will include the provisions of paragraphs (A) through (F) above in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts and Regulations and directives issued pursuant thereto. The contractor will take action with respect to any subcontract or procurement as the City or the Washington State Department of Transportation may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request the City to enter into any litigation to protect the interests of the City. In addition, the contractor may request the United States to enter into the litigation to protect the interests of the United States. 6. During the performance of this contract, the contractor, for itself, its assignees, and successors in interest agrees to comply with the following non-discrimination statutes and authorities; including but not limited to: Pertinent Non-Discrimination Authorities: i. Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21. ii. The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); iii. Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of sex); iv. Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27; V. The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); vi. Airport and Airway Improvement Act of 1982, (49 USC § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); vii. The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); CPM Development reservati�n� 2024 Pavement f 3 [:+i1'r-oration Maidi 28, 2024 q Project Number: 24-3001.1 ❑BA i�31__JN Materials 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 compiled with during the course of the contract's performance. By signing b ow, I agree to fulfill the five requirements referenced above. By: Mark Eichelberger For. CPM Development Corporation DBA ICON Materials Title: Construction Manager Date: April 11th, 2024 2024 Pavement Preservation/ 5 March 28, 2024 Project Number: 24-3001.] 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 small 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. GPM Development Cr-rporation DP- '\ Materials 2024 PaVement Preservation/ 6 March 28, 2024 Project Numbec 24-3001.1 PROPOSAL To the City Clerk City Hail Kent, Washington 98032 The undersigned hereby certifies that CPM Development Corporation DBA ICON Materials has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named 2024 Pavement Preservation/Project plumber: 24-3001.1 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 gates 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 an 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. Corporation 7 U9-A JC0N j aterl In SCHEDULE I — SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $132,700.00 $ 132,700.00 WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $3,400.00 $3,400.00 WSDOT LUMP SUM Per LS 1010 2-02.5 500 Remove Existing Asphalt $ 29.00 $ 14,500.00 * KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 400 Remove Cement Concrete $62.00 $ 24,800.00 * KSP SQ YDS Sidewalk Per SY 1025 2-02.5 1000 Remove Cement Concrete $16-00 $16,000-00 * KSP LN FT Curb and Gutter Per LF 1040 8-09.5 1 Removal of Raised Pavement $ 2 580 00 $2 580.00 KSP LUMP SUM Markers and Painted and/or per LS Thermoplastic Traffic Markings i945 2 92.5 1 X-&P i l inn�?4 Flashers PLef-E-S 1050 2-02.5 1,300 Saw Cut Existing Asphalt $3.60 $4,680.00 * KSP LN FT Concrete Pavement Per LF 1055 2-02.5 250 Saw Cut Existing Cement $6.00 $1,500.00 * KSP LN FT Concrete Pavement Per LF The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development 8 Corporation DBA ICON Materials SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1060 2-03.5 800 Roadway Excavation, $ 81.00 $64,800.00 * WSDOT CU YDS Incl. Haul Per CY 1065 2-03.5 400 Unsuitable Foundation $68.00 $27,200.00 * WSDOT CU YDS Excavation Incl. Haul Per CY 1075 4-03.5 600 Gravel Borrow, Including Haul $36.00 $21,600.00 * KSP TONS and Compaction Per TON 1080 4-04.5 500 Crushed Surfacing Top $ 59.00 $29,500.00 * KSP TONS Course, 5/8 Inch Minus Per TON 1085 8-15.5 50 Quarry Spalls $85.00 $4,250.00 WSDOT TONS Per TON 6.00 Min 1095 5-04.5 2,709 HMA Class 1/2", PG 58V-22 $ 165.00 $ 198,000.00 * KSP 1,200 Per TON TONS 1100 5-04.5 3,799 HMA for Full Width Overlay $ 130.00 $234,000.00 * KSP 1,800 Class 1/2", PG 58V-22 Per TON TONS 1105 5-04.5 1 Asphalt Cost Price Adjustment $10,000** $10,000 KSP CALC Per CALC "Common price to all bidders 1110 5-04.5 3-,9$B planing Bituminous Pavement $ 8.60 $ 86,000.00 KSP 10,000 Per SY SQ YDS The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development 9 Corporation ❑BA ICON Materials SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1120 5-04.5 3 Speed Cushion $ 9,500.00 $ 28,500.00 KSP EACH Per EA 1122 5-04.5 4 Raised Crosswalk $ 8,500.00 $ 34,000.00 KSP EACH Per EA 1124 5-04.5 1 Traffic Circle $26,500.00 $ 26,500.00 KSP EACH Per EA 1126 8-22.5 4 Bolt Down Rubber Speed $3,000.00 $ 12,000.00 KSP EACH Bump Per EA 1145 8-14.5 300 Cement Concrete Sidewalk $ 95.00 $ 28,500.00 * KSP SQ YDS Per SY 1147 8-14.5 2 Cement Concrete Pad for $ 540.00 $ 1,080.00 KSP EACH Hydrant Per EA 1170 8-14.5 15 Cement Concrete Sidewalk $3,000.00 $45,000.00 KSP EACH Ramp Type Parallel A Per EA 1175 8-14.5 2 Cement Concrete Sidewalk $ 3,000.00 $6,000.00 KSP EACH Ramp Type Parallel B Per EA 1180 8-14.5 4 Cement Concrete Sidewalk $ 3,000.00 $12,000.00 KSP EACH Ramp Type Combination Per EA The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL -- NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development to Corporation DBA ICON Matorials SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1191 8-14.5 2 Cement Concrete Sidewalk $3,000.00 $ 6,000.00 KSP EACH Ramp Type Landing Per EA 1198 8-04.5 2 Cement Concrete Trench $4,800.00 $ 9,600.00 * KSP EACH ❑rain Per EA 1205 8-04.5 900 Cement Concrete Curb and $66.00 $ 59,400.00 * KSP LN FT Gutter Per LF 1210 8-04.5 500 Cement Concrete Extruded $ 34.00 $ 17,000.00 * KSP LN FT Curb Painted White Per LF 1211 8-04.5 400 Pedestrian Curb $ 60.00 $ 24,000.00 * KSP LN FT Per LF 1212 8-10.5 18 Plastic Curb with Pylons $ 372.00 $6,696.00 * KSP EACH Per EA 1221 7-05.5 4 Replace Existing Catch Basin $1,176.00 $4,704.00 * KSP EACH Frame and Grate and Adjust Per EA to Finished Grade 1224 7-05.5 2 Replace Existing Catch Basin $ 1,176.00 $2,352.00 KSP EACH Frame and Grate with ADA Per EA Locking Frame and Grate 1225 7-05.5 6 Replace Existing Manhole $1,833.00 $ 10,998.00 KSP EACH Circular Frame and Cover and per EA Adjust to Finished Grade * The description of this bid item is identical to a bid item(s) found in more than one schedule, In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development " Corporation DBA ICON Materials SCHEDULE I — SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1229 7-05.5 1 Replace Existing Manhole $ 1 833 00 $ 1,833.00 KSP EACH Rectangular Frame and Cover per EA with Circular Frame and Cover and Adjust to Finished Grade 1230 7-12.5 2 Replace Existing Valve Box $ 1,150.00 $ 2,300,00 * KSP EACH Top Section and Lid Per EA 1239 7-05.5 1 Adjust Existing Cleanout to $480.00 $480.00 KSP EACH Finished Grade Per EA 1245 8-13.5 2 Install New Riser for $1,050.00 $2,100.00 * KSP EACH Monument Case and Cover Per EA and Adjust to Finished Grade 1255 2-09.5 160 Shoring or Extra $ 7.50 $1,200.00 WSDOT SQ FT Excavation Per SF Class B 1270 8-20.5 2 Adjust Existing ]unction Box $720.00 $ 1,440.00 * KSP EACH to Finished Grade Per EA 1295 8-21.5 16 Permanent Signing Including $ 1,200.00 $ 19,200.00 * KSP EACH Post and Foundation Per EA 1300 8-24.5 360 Gravity Block Wall $ 50.00 $ 18,000.00 KSP SQ FT Per SF 1370 8-14.5 40 Detectable Warning Surface $84.00 $ 3,360.00 * KSP SQ FT Per EA The description of this bid item is identical to a bid item(s) Found in more than one schedute. * In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price, CPM Development 12 Corporation DBA ICON Miaieriafs SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1400 2-02.5 78 Remove Existing Storm Sewer $ 26.00 $2,028.00 KSP LN FT Pipe Per LF 1405 7-04.5 78 Ductile Iron Storm Sewer $ 320.00 $24,960.00 KSP LN FT Pipe, 18-inch Diameter Per LF 1410 7W08.5 100 Pipe Zone Bedding $25.00 $ 2,500.00 KSP TONS Per TON 1420 7-08.5 200 Bank Run Gravel for Trench $25.00 $5,000.00 KSP TONS Backfill Per TON 2.50 Min 1500 1-10.5 100 Uniformed Off-Duty Police $ 187.00 $ 18,700.00 KSP HOURS Officer Per HR ($70.00 Miry) 1505 1-10.5 2,200 Traffic Control Labor $77.00 $169,400.00 * KSP HOURS Per HR 1510 1-10.5 1000 Traffic Control Supervisor $83.00 $83,000.00 * KSP HOURS Per HR 1520 1-10.5 1 Temporary Traffic Control $3,120.00 $3,120.00 KSP LUMP SUM Devices Per LS 1530 1-10.5 120 Portable Changeable Message $60.00 $ 7,200.00 * KSP DAYS Sign (PCMS) Per DAY The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 13 CPM Development Corporation DBA ICON Maierials SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1535 1-10.5 60 Sequential Arrow Sign (SAS) $24.00 $ 1,440.00 * KSP DAYS Per DAY 1540 1-10.5(2) 200 Construction Signs Class A $22.00 $4,400.00 * WSDOT SQ FT Per SF 1545 8-23.5 12,000 Temporary Pavement Marking $0.30 $ 3,600.00 * WSDOT LN FT - Short Duration Per LF 1580 8-09.5 2 Raised Pavement Marker $ 1,500.00 $ 3,000.00 * WSDOT HUNDRED Type 2 per HUNDRED 1581 8-22,5 100 Painted Skip Lane Line $2.40 $ 240.00 * KSP LN FT Per LF 1585 8-22.5 5,000 White Edge Line Paint Stripe $ 1.20 $ 6,000.00 KSP LN FT Per LF 1590 8-22.5 200 Painted White Wide Line $ 3.60 $ 720.00 * KSP LN FT Per LF 1595 8-22.5 3,300 Double Yellow Centerline Paint $3.60 $ 11,880.00 * KSP LN FT Strip Per LF 1615 8-22.5 1,100 Plastic Crosswalk Line $13.80 $ 15,180.00 * WSDOT SQ FT Per SF The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development 14 Corporation DB►4 ICON Materials SCHEDULE I — SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1625 8-22.5 200 Plastic Stop Line $18.00 $ 3,600.00 * KSP LN FT (24 Inch Wide) Per LF 1630 8-22.5 11 Plastic Traffic Arrow $ 540.00 $ 5,940.00 * WSDOT EACH Per EA 1660 8-22.5 200 Painting Traffic Curb $ 4.80 $ 960.00 KSP LN FT Per LF 1700 8-20.5 15 6 Foot Diameter Traffic Loop $ 1,200.00 $ 18,000.00 * KSP EACH Per EA 1705 8-20.5 1000 Additional Lead-In Wire $7.20 $ 7,200.00 * KSP LN FT Per LF 1710 8-20.5 3 Installation and Connections - $ 24,000.00 $ 72,000.00 KSP EACH Video Detection Camera Per EA 1800 8- 40 Inlet Protection $36.00 $1,440.00 * 01.5(2) EACH Per EA KSP 1805 8- 500 Wattle $ 5.00 $2,500.00 * 01.5(2) LN FT Per LF WSDOT 1810 8- 200 ESC Lead $30.00 $6,000.00 * 01.5(2) HOURS Per HR KSPs The description of this bid item is identical to a bid item(s) Found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 15 CPM ❑evelow?"c t CorporalJOL'I BBA ICON SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1815 8-01.5 200 Street Cleaning $228.00 $45,600.00 * WSDOT HOURS Per HR 1827 8-02.5 1 Landscape Restoration $10,000** $10,000 KSP FORCE Per FA ACCOUNT **Common price to all bidders 1830 8-02.5 100 Seeding and Fertilizing by $9.00 $900.00 * WSDOT SQ YDS Hand Per SY 1835 8-02.5 10 Topsoil Type A $176.00 $1,760.00 * KSP CU YDS Per CY 1840 8-02.5 10 Wood Chip Mulch $ 85.00 $850.00 * KSP CU YDS Per CY 1850 8-01.5 1 Erosion/Water Pollution $10,000** $10,000 WSDOT FORCE Control Per FA ACCOUNT **Common price to all bidders 1855 1-07.15(1) 1 SPCC Plan $195.00 $195.00 WSDOT LUMP SUM Per LS 1900 1-04.4(1) 1 Minor Changes $20,000** $20,000 WSDOT CALC Per CALC **Common price to all bidders * The description of this bid item is identical to a bid item(s) found in more than one schedule, In accordance with the CONTRACT PROPOSAL -- NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule I Total $ 17829,066.00 CPM DeVel0r"Inent ih Coroci SCHEDULE II - STREETS - S 228th St & 64th Ave S, S 228=h St & Central Ave N, 8011 Ave S ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2000 1-09.7 1 Mobilization $83,200.00 $83,200.00 WSDOT LUMP SUM Per LS 2005 2-01.5 1 Clearing and Grubbing $3,400.00 $3,400.00 WSDOT LUMP SUM Per LS 2010 2-02.5 300 Remove Existing Asphalt $29.00 $8,700.00 * KSP SQ YDS Concrete Pavement Per SY 2020 2-02.5 300 Remove Cement Concrete $62.00 $18,600.00 * KSP SQ YDS Sidewalk Per SY 2025 2-02.5 460 Remove Cement Concrete $16.00 $7,360.00 * KSP LN FT Curb and Gutter Per LF 2040 8-09.5 1 Removal of Raised $4,020.00 $ 4,020.00 KSP LUMP SUM Pavement Markers and Per LS Painted and/or Thermoplastic Traffic Markings 2045 2-02.5 1 Removal of Existing In- $6,000.00 $6,000.00 KSP LUMP SUM Ground Flashers Per LS 2050 2-02.5 800 Saw Cut Existing Asphalt $3.60 $2,880.00 * KSP LN FT Concrete Pavement Per LF The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM DeWek1r —^nt 17 Corporation DBA ICON SCHEDULE II — STREETS — S 228th St & 64th Ave S, S 228th St & Central Ave N, 80th Ave S ITEM SECTION APPROX. ITEM UNIT TOTAL, NO. NO. QUANTITY PRICE AMOUNT 2060 2-03.5 1,500 Roadway Excavation, $81.00 $ 121,500.00 * WSDOT CU YDS Incl, Haul Per CY 2065 2-03.5 600 Unsuitable Foundation $68.00 $40,800.00 * WSDOT CU YDS Excavation Incl. Haul Per CY 2075 4-03.5 1,500 Gravel Borrow, Including Haul $36.00 $54,000.00 * KSP TONS and Compaction Per TON 2080 4-04.5 1,20❑ Crushed Surfacing Top $ 59.00 $70,800.00 * KSP TONS Course, 5/8 Inch Minus Per TON 2095 5-04.5 600 HMA Class 1/2", PG 58V-22 $ 165.00 $ 99,000.00 * KSP TONS Per TON 2100 5-04.5 700 HMA for Full Width Overlay $ 130.00 $ 91,000.00 * KSP TONS Class 1/2", PG 58V-22 Per TON 2105 5-04.5 1 Asphalt Cost Price Adjustment $5,000** $5,000 KSP CALC Per CALC "Common price to all bidders 2110 5-04.5 3000 Planing Bituminous Pavement $ 8.60 $25,800.00 * KSP SQ YDS Per SY 2122 5-04.5 1 Raised Crosswalk $ 8,500.00 $ 8,500.00 * KSP EACH Per EA The description of this bid item is identical to a bid item(s) found in more than ❑ne schedule. * In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS. it is required that bid items with identical bid item descriptions reflect the same unit price. 38 Corporafi(.41 DBA ICON M At�rials SCHEDULE II — STREETS — S 228th St & 64t" Ave S, S 228th St & Central Ave N, 801" Ave S ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2055 2-02.5 160 Saw Cut Existing Cement $ 6.00 $960.00 * KSP LN FT Concrete Pavement Per LF 2145 8-14.5 30 Cement Concrete Sidewalk $ 95.00 $ 2,850.00 KSP Sq YDS Per SY 2146 8-14.5 30 Cement Concrete Sidewalk, $180.00 $ 5,400.00 KSP SQ YDS downtown Finish Per SY 2147 8-14.5 1 Cement Concrete Pad for $ 540.00 $ 540.00 KSP EACH Hydrant Per EA 2165 8-14.5 1 Cement Concrete Sidewalk $3,000.00 $ 3,000.00 * KSP EACH Ramp Type Perpendicular A Per EA 2180 8-14.5 8 Cement Concrete Sidewalk $ 3,000.00 $ 24,000.00 * KSP EACH Ramp Type Combination Per EA 2191 8-14.5 2 Cement Concrete Sidewalk $ 3,000.00 $ 6,000.00 KSP EACH Ramp Type Landing Per EA 2195 8-14.5 3 Cement Concrete Sidewalk $ 6,000.00 $ 18,000.00 KSP EACH Ramp Type Island Per EA 2198 8-04.5 4 Cement Concrete Trench $ 4,800.00 $ 19,200.00 * KSP EACH Drain Per EA The description ❑f this bid item is identical to a bid Item(s) found in more than one schedule, * In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it Is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development 19 Corporttio r1 DBA ICON kdatOflals SCHEDULE II - STREETS - S 228th St & 64th Ave S, S 228th St & Central Ave N, 8011 Ave S ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2205 8-04.5 400 Cement Concrete Curb and $ 66.00 $ 26,400.00 * KSP LN FT Gutter Per LF 2211 8-04.5 200 Pedestrian Curb $60.00 $ 12,000.00 * KSP LN FT Per LF 2212 8-10.5 12 Plastic Curb with Pylons $372.00 $4,464.00 * KSP EACH Per FA 2213 8-04.5 60 Traffic Curb $78.00 $ 4,680.00 * KSP LN FT Per LF 2221 7-05.5 5 Replace Existing Catch Basin $1,176.00 $5,880.00 * KSP EACH Frame and Grate and Adjust Per EA to Finished Grade 2223 7-04.5 1 Replace Existing Catch $396.00 $396.00 KSP EACH Basin Grate with ADA Per EA Compliant Grate 2224 7-05.5 1 Replace Existing Catch Basin $ 1,176.00 $1,176.00 * KSP EACH Frame and Grate with ADA Per EA Locking Frame and Grate 2225 7-05.5 13 Replace Existing Manhole $1,833.00 $23,829.00 * KSP EACH Circular Frame and Cover and Per EA Adjust to Finished Grade 2230 7-12.5 8 Replace Existing Valve Box $1,150.00 $9,200.00 * KSP EACH Top Section and Lid Per EA The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM Develill-T ►en# zo GOrpora di d, DBA ICON ��►�� SCHEDULE 11 - STREETS - S 228th St & 64th Ave S, S 22811 St & Central Ave N, Wh Ave S ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2245 8-13.5 3 Install New Riser for $1,050.00 $3,150.00 * KSP EACH Monument Case and Cover Per EA and Adjust to Finished Grade 2270 8-20.5 1 Adjust Existing Junction Box $2,160.00 $ 2,160.00 KSP EACH to Finished Grade with ADA Per EA Lid 2271 8-20.5 1 Remove and Replace Type $ 1,440.00 $ 1,440.00 KSP EACH 1 ]unction Box Per EA 2272 B-20.5 1 Relocate Existing Flashing $6,000.00 $6,000.00 KSP EACH Beacon Sign and Per EA Foundation 2290 8-21.5 1 Relocate Existing Sign $ 1,200.00 $ 1,200.00 * KSP EACH Per EA 2291 8-21.5 1 Relocate Existing Planter Pot $420.00 $420.00 KSP EACH Per EA 2292 8-21.5 1 Relocate Existing Trash Can $208.00 $208.00 KSP EACH Per EA 2295 8-21.5 10 Permanent Signing Including $ 1,200.00 $ 12,000,00 * KSP EACH Post and Foundation Per EA 2402 7-04.5 11 PVC Storm Sewer Pipe, 6 $ 230.00 $2,530.00 KSP LN FT Inch Diameter Per LF The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 21 CPM ❑evelonment Corpor-a',�')'Ll ❑BA ICON ivkiLt�i;a SCHEDULE 11 - STREETS - S 228th St & 64t" Ave S, S 2281" St & Central Ave N, 80tt Ave S ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2403 8-04.5 1 Prefabricated Trench Drain $2,140.00 $2,140.00 KSP LUMP SUM Systerin Per LS 2404 8-04.5 2 Remove Existing Yard $940.00 $ 1,880.00 KSP EACH Drain Per EA 2500 1-10.5 200 Uniformed Off-Duty Police $187.00 $37,400.00 * KSP HOURS Officer Per HR ($70.00 Min) 2505 1-10.5 2,100 Traffic Control Labor $77.00 $161,700.00 * KSP HOURS Per HR 2510 1-10.5 800 Traffic Control Supervisor $83.00 $66,400.00 * KSP HOURS Per HR 2520 1-10.5 1 Temporary Traffic Control $3,120.00 $3,120.00 KSP LUMP SUM Devices Per LS 2530 1-10.5 160 Portable Changeable Message $60.00 $9,600.00 * KSP DAYS Sign (PCMS) Per DAY 2535 1-10.5 80 Sequential Arrow Sign (SAS) $ 24.00 $1,920.00 * KSP DAYS Per DAY 2540 1- 500 Construction Signs Class A $22.00 $11,000.00 * 10.5(2) Sq FT Per SF WSDOT The description of this bid item is identical to a bid itern(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS. it is required that bid items with identical bid item descriptions reflect the same unit price. 22 } CPM D21lel,--- ,,^It Corpoi ciii, ;i DBA ICON MiAL.t'itis SCHEDULE II - STREETS - S 228th St & 641h Ave S, S 228th St & Central Ave N, 80th Ave S ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2581 8-22.5 400 Painted Skip Lane Line $2.40 $960.00 * KSP LN FT Per LF 2585 8-22.5 1000 White Edge Line Paint Stripe $1.20 $ 1,200.00 KSP LN FT Per LF 2605 8-22.5 200 Profiled Plastic Skip Lane Line $6.00, $1,200.00 KSP LN FT Per LF 2615 8-22.5 1,800 Plastic Crosswalk Line $ 13.80 $ 24,840.00 * WSDOT SQ FT Per SF 2625 8-22.5 160 Plastic Stop Line $18.00 $ 2,880.00 KSP LN FT (24 Inch Wide) Per LF 2630 8-22.5 9 Plastic Traffic Arrow $ 540.00 $ 4,860.00 * WSDOT EACH Per EA 2675 8-22.5 100 Profiled Plastic Double Yellow $ 12,60 $ 1,260.00 * KSP LN FT Centerline Per LF 2692 8-22.5 1 Plastic Railroad Crossing $2,100.00 $ 2,100.00 WSDOT EACH Per EA 2700 8-20.5 14 6 Foot Diameter Traffic Loop $ 1,200.00 $ 16,800.00 * KSP EACH Per EA The description of this bid item is identical to a bid items) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development 23 Corporation DBA ICON Materials SCHEDULE II — STREETS — S 228th St 8t 64th Ave S, S 228th St 8t Central Ave N, 80th Ave S ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2705 * 8-20.5 100 Additional Lead-In Wire $ 7.20 $ 720.00 KSP LN FT Per LF 2710 8-20.5 3 Installation and Connections - $ 24,000.00 $72,000.00 KSP EACH Video Detection Camera Per EA 2800 8- 8 Inlet Protection $36.00 $288.00 * 01.5(2) EACH Per EA KSP 2810 8- 40 ESC Lead $30.00 $1,200.00 * 01.5(2) HOURS Per HR KSPs 2815 8-01.5 100 Street Cleaning $228.00 $22,800.00 * WSDOT HOURS Per HR 2827 8-02.5 1 Landscape Restoration $10,000** $10,000 KSP FORCE Per FA ACCOUNT **Common price to all bidders 2830 8-02.5 100 Seeding and Fertilizing by $9.00 $ 900.00 WSDOT SQ YDS Hand Per SY 2835 8-02.5 10 Topsoil Type A $ 176.00 $ 1,760.00 * KSP CU YDS Per CY 2850 8-01,5 1 Erosion/Water Pollution $5,000" $5,000 WSDOT FORCE Control Per FA ACCOUNT **Common price to all bidders The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 24 CPM Development Corporation DBA ICON Maz-rials SCHEDULE II - STREETS - S 228th St & 64th Ave S, S 228th St & Central Ave N, 80 Ave S ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. 2UANTITY PRICE AMOUNT 2855 1-07.15(1) 1 SPCC Plan $ 195.00 $ 195A4 WSDOT LUMP SUM Per LS 2900 1- 1 Minor Changes $10,004** $10,000 04.4(1) CALL Per CALC WSDOT **Common price to all bidders Schedule II Total $ 1 ,323,766.00 CPM ❑evoopment 25 Corporation ❑BA ICOIN MatOt'ia?S SCHEDULE III - 132nd Ave SE Improvements ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3000 1-09.7 1 Mobilization $105,200.00 $ 105,200.00 WSDOT LUMP SUM Per LS 3005 2-01.5 1 Clearing and Grubbing $3,400.00 $3,400.00 WSDOT LUMP SUM Per LS 3010 2-02.5 550 Remove Existing Asphalt $29.00 $ 15,950.00 * KSP SQ YDS Concrete Pavement Per SY 3020 2-02.5 80 Remove Cement Concrete $ 62.00 $4,960.00 * KSP SQ YDS Sidewalk Per SY 3025 2-02.5 144 Remove Cement Concrete $16.00 $2,304.00 * KSP LN FT Curb and Gutter Per LF 3030 2-02.5 110 Remove Existing Extruded $ 16.00 $1,760.00 KSP LN FT Curb Per LF 3036 2-02.5 40 Remove Existing Pedestrian $16.00 $ 640.00 KSP LN FT Curb Per LF 3040 8-09.5 1 Removal of Raised Pavement $ 780 00 $ 780 00 KSP LUMP SUM Markers and Painted and/or per LS Thermoplastic Traffic Markings 3050 2-02.5 2,500 Saw Cut Existing Asphalt $3.60 $9,000.00 * KSP LN FT Concrete Pavement Per LF The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 26 CPM Development Corpora'lon ❑BA ICON Maieriais SCHEDULE III - 132nd Ave SE Improvements ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3055 2-02.5 50 Saw Cut Existing Cement $6.00 $300.00 * KSP LN FT Concrete Pavement Per LF 3060 2-03.5 300 Roadway Excavation, $ 81.00 $24,300.00 * WSDOT CU YDS Incl. Haul Per CY 3065 2-03.5 200 Unsuitable Foundation $ 68.00 $ 13,600.00 * WSDOT CU YDS Excavation Incl. Haul Per CY 3075 4-03.5 100 Gravel Borrow, Including Haul $36.00 $ 3,600.00 KSP TONS and Compaction Per TON 3080 4-04.5 600 Crushed Surfacing Top $59.00 $35,400.00 * KSP TONS Course, 5/8 Inch Minus Per TON 3095 5-04.5 1,500 HMA Class 1/2", PG 58V-22 $ 165.00 $ 247,500.00 * KSP TONS Per TON 3100 5-04.5 2,600 HMA for Full Width Overlay $ 130.00 $ 338,000.00 * KSP TONS Class 1/2", PG 58V-22 Per TON 3105 5-04.5 1 Asphalt Cost Price Adjustment $10,000-* $10,000 KSP CALC Per CALC "Common price to all bidders 3110 5-04.5 10,200 Planing Bituminous Pavement $ 8.60 $87,720.00 * KSP SQ YDS Per SY The description of this bid item is identical to a bid items) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL -- NOTE TO BIDDERS, it Is required that bid items with identical bid item descriptions reflect the same unit price. 27 CRC Dew!".•"r�.�x Corpo- DBA IGU`4 ; � SCHEDULE III -- 132nd Ave SE Improvements ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3145 8-14.5 100 Cement Concrete Sidewalk $95.00 $ 9,500.00 * KSP SQ YDS Per SY 3170 8-14.5 3 Cement Concrete Sidewalk $ 3,000.00 $ 9,000.00 * KSP EACH Ramp Type Parallel A Per EA 3180 8-14.5 3 Cement Concrete Sidewalk $ 3,000.00 $ g 000,00 KSP EACH Ramp Type Combination Per EA 3205 8-04.5 160 Cement Concrete Curb and $66.00 $10,560.00 * KSP LN FT Gutter Per LF 3210 8-04.5 2,800 Cement Concrete Extruded $ 34.00 $ 95,200.00 KSP LN FT Curb Painted White Per LF 3211 8-04.5 110 Pedestrian Curb $ 60.00 $ 6,600.00 * KSP LN FT Per LF 3212 8-010.5 50 Plastic Curb with Pylon $372.00 $ 18,600.00 * KSP EACH Per EA 3213 8-04.5 15 Traffic Curb $ 78.00 $1,170.00 * KSP LN FT Per LF 3221 7-05.5 6 Replace Existing Catch Basin $1,176.00 $ 7,056.00 * KSP EACH Frame and Grate and Adjust Per EA to Finished Grade The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL -- NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price, CPM Development 28 Corporation DBA ICON Materials SCHEDULE III — 132nd Ave SE Improvements ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3225 7-05.5 2 Replace Existing Manhole $ 1,833.00 $ 3,666.00 * KSP EACH Circular Frame and Cover and Per EA Adjust to Finished Grade 3229 7-05.5 1 Replace Existing Manhole $1,833.00 $1,833.00 KSP EACH Rectangular Frame and Cover per EA with Circular Frame and Cover and Adjust to Finished Grade 3245 8-13.5 11 Install New Riser for $1,050.00 $11,550.00 * KSP EACH Monument Case and Cover Per EA and Adjust to Finished Grade 3270 8-20.5 6 Adjust Existing Junction Box $720.00 $4,320.00 * KSP EACH to Finished Grade Per EA 3290 8-21.5 1 Relocate Existing Sign $ 1,200.00 $ 1,200.00 * KSP EACH Per EA 3295 8-21.5 14 Permanent Signing Including $1,200.00 $ 16,800.00 * KSP EACH Post and Foundation Per EA 3328 7-05.5 1 Remove Existing Tree, $6,000.00 $ 6,000.00 KSP EACH Greater than 20-inch Per EA Diameter 3370 8-14.5 140 Detectable Warning Surface $ 84.00 $11,760.00 KSP SQ FT Per EA 3500 1-10.5 50 Uniformed Off-Duty Police $ 187.00 $ 9,350.00 * KSP HOURS Officer Per HR ($70.00 Min) The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL -- NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development 29 Corporation DBA ICON JMaxerials SCHEDULE III -- 132nd Ave SE Improvements ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3505 1-10.5 1,050 Traffic Control labor $ 77.00 $80,850.00 * KSP HOURS Per HR 3510 1-10.5 370 Traffic Control Supervisor $ 83.00 $30,710.00 KSP HOURS Per HR 3520 1-10.5 1 Temporary Traffic Control $3,120.00 $3,120.00 KSP LUMP SUM Devices Per LS 3530 1-10.5 65 Portable Changeable Message $60.00 $ 3,900.00 * KSP DAYS Sign (PCMS) Per DAY 3535 1-10.5 51 Sequential Arrow Sign (SAS) $ 24.00 $ 1,224.00 * KSP DAYS Per DAY 3540 1-10.5(2) 96 Construction Signs Class A $22.00 $2,112.00 * WSDOT SQ FT Per SF 3545 8-23.5 12,000 Temporary Pavement Marking $0.30 $3,600.00 * WSDOT LN FT - Short Duration Per LF 3580 8-09.5 5 Raised Pavement Marker $ 1,500.00 $ 7,500.00 * WSDOT HUNDRED Type 2 Per HUNDRED 3615 8-22.5 120 Plastic Crosswalk Line $ 13.80 $ 1,656.00 WSDOT SQ FT Per SF The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 30 CPM Development Corporation DBA ICON Materials SCHEDULE III -- 132nd Ave SE Improvements ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3625 8-22.5 230 Plastic Stop Line $ 18.00 $ 4,140.00 * KSP LN FT (24 Inch Wlde) Per LF 3630 8-22.5 8 Plastic Traffic Arrow $ 540.00 $ 4,320.00 * WSDOT EACH Per EA 3635 8-22.5 500 Profiled Plastic Wide Line $12.60 $ 6,300.00 * KSP LN FT Per LF 3665 8-20.5 6 ]unction Box $ 1,440.00 $ 8,640.00 KSP EACH Per EA 3670 8-20.5 210 Conduit Pipe 2 Inch Diameter $53.00 $ 11,130.00 KSP LN FT Schedule 80 PVC Per LF 3675 8-22.5 3,500 Profiled Plastic ❑ouble Yellow $ 12.60 $ 44,100.00 * KSP LN FT Centerline Per LF 3680 8-22.5 7,600 White Plastic Edge Line $ 4.80 $ 36,480.00 * KSP LN FT Per LF 3695 8-22.5 780 Profiled Plastic TWLTL Line $ 9.00 $ 7,020.0Q KSP LN FT Per LF 3700 8-20.5 10 6 Foot Diameter Traffic Loop $1,200.00 $ 12,000.00 * KSP EACH Per EA The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL -- NOTE TO BIDDERS. it Is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development 31 Corporation DBA ICON Materials SCHEDULE III - 132nd Ave SE Improvements ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3705 8-20.5 100 Additional Lead-In Wire $ 7.20 $ 720.00 * KSP LN FT Per LF 3710 8-20.5 1 Installation and Connections - $ 3,360.00 $3,360.00 KSP LUMP SUM City-Owned Video Detection Per LS Camera 3711 8-20.5 2 Signal Standard Foundation $ 7,800.00 $ 15,600.00 KSP EACH Per EA 3750 8-20.5 130 Sand for Conduit Bedding $ 14.00 $ 1,820.00 KSP TONS Per TON 3800 8-01.5(2) 16 Inlet Protection $36.00 $576.00 * KSP EACH Per EA 3805 8-01,5(2) 650 Wattle $ 5.00 $3,250.00 * WSDOT LN FT Per LF 3810 8-01.5(2) 92 ESC Lead $30.00 $ 2,760.00 * KSPs HOURS Per HR 3815 8-01.5 138 Street Cleaning $228.00 $31,464.00 * WSDOT HOURS Per HR 3827 8-02.5 1 Landscape Restoration $5,000** $5,000 KSP FORCE Per FA ACCOUNT "Common price to all bidders The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL -- NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development 32 Corporation DBA ICON Materials SCHEDULE III - 132nd Ave SE Improvements ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 383❑ 8-02.5 1280 Seeding and Fertilizing by $9.00 $ 11,520.00 * WSDOT SQ YDS Hand Per SY 3835 8-02.5 30 Topsoil Type A $176.00 $5,280.00 * KSP CU YDS Per CY 3845 8-03,5 1 Existing Irrigation Systems $2,000** $2,000 KSP FORCE Repair and/or Modifications Per FA ACCOUNT **Common price to all bidders 3850 8-01.5 1 Erosion/Water Pollution $5,000** $5,000 WSDOT FORCE Control Per FA ACCOUNT **Common price to all bidders 3855 1.-07.15(1) 1 SPCC Plan $ 195.00 $ 195.00 WSDOT LUMP SUM Per LS The description of this bid item is identical t❑ a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule III Total $ 1 ,494,926.00 CPM Development corporation 33 ❑BA ICON Materials SCHEDULE IV - RRFB CURB RAMPS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO, QUANTITY PRICE AMOUNT 4000 1-09.7 1 Mobilization $ 25,250.00 $ 25,250.00 WSDOT LUMP SLIM Per LS 4005 2-01.5 1 Clearing and Grubbing $3,400.00 $ 3,400,00 WSDOT LUMP SUM Per LS 4020 2-02.5 35 Remove Cement Concrete $62.00 $2,170.00 * KSP SQ YDS Sidewalk Per SY 4025 2-02.5 50 Remove Cement Concrete $ 16.00 $800.00 * KSP LN FT Curb and Gutter Per LF 4040 8-09.5 1 Removal of Raised $4,020.00 $4,020.00 KSP LUMP SUM Pavement Markers and Per LS Painted and/or Thermoplastic Traffic Markings 405❑ 2-02.5 100 Saw Cut Existing Asphalt $3.60 $360.00 * KSP LN FT Concrete Pavement Per LF 4055 2-02.5 50 Saw Cut Existing Cement $ 6.00 $300.00 * KSP LN FT Concrete Pavement Per LF 4095 5-04.5 10 HMA Class 1/2", PG 58V- $ 165.00 $1,650.00 * KSP TONS 22 Per TON 4145 8-14.5 10 Cement Concrete Sidewalk $95.00 $ 950.00 KSP SQ YDS Per SY The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, 14 is required that bid items with identical bid item descriptions reflect the same unit price. 34 CPM Development Corporation DBA [CON Materials SCHEDULE IV - RRFB CURB RAMPS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4165 8-14.5 1 Cement Concrete Sidewalk $3,000.00 $ 3,000.00 KSP EACH Ramp Type Perpendicular Per EA A 4170 8-14.5 2 Cement Concrete Sidewalk $ 3,000.00 $ 6,000.00 * KSP EACH Ramp Type Parallel A Per EA 4205 8-04.5 100 Cement Concrete Curb and $ 66.00 $6,600.00 KSP LN FT Gutter Per LF 4210 8-04.5 60 Cement Concrete Extruded $ 34.00 $ 2,040.00 * KSP LN FT Curb Painted White Per LF 4211 8-04.5 50 Pedestrian Curb $ 00.00 $31000 -0 KSP LN FT Per LF 4212 8-010.5 4 Plastic Curb with Pylon $ 372.00 $ 1,488.00 KSP EACH Per EA 4230 7-12.5 3 Replace Existing Valve Box $1,150.00 $3,450.00 * KSP EACH Top Section and Lid Per EA 4285 8-21.5 2 Remove Existing Sign $ 1,200.00 $2,400.00 KSP EACH Per EA 4290 8-21.5 1 Relocate Existing Sign $ 1,200.00 $ 1,200.00 * KSP EACH Per EA The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions ref�ect the same unit price, cpM Development 35 Corporation DSA ICON Materials SCHEDULE IV - RRFB CURB RAMPS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4295 8-21.5 3 Permanent Signing $ 1,200.00 $3,600.00 * KSP EACH Including Post and Per EA Foundation 4370 8-14.5 60 Detectable Warning $ 84.00 $ 5,040.00 * KSP SQ FT Surface Per EA 4505 1-10.5 100 Traffic Control Labor $ 77.00 $7,700.00 * KSP HOURS Per HR 4510 1-10.5 60 Traffic Control Supervisor $83.00 $4,980.00 * KSP HOURS Per HR 4520 1-10.5 1 Temporary Traffic Control $3,120.00 $3,120.00 KSP LUMP SUM Devices Per LS 4560 8-10.5 1 Traffic Pylon $ 360.00 $ 360.00 KSP EACH Per EA 4615 8-22.5 SOO Plastic Crosswalk Line $13.80 $ 6,900.00 WSDOT SQ FT Per SF 4625 8-22.5 16 Plastic Stop Line $ 18.00 $288.00 * KSP LN FT (24 Inch Wide) Per LF 4711 8-20.5 3 Signal Standard $ 7,800.00 $ 23,400.00 KSP EACH Foundation Per EA The description of this bid item Is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development 36 Corporation DBA ICON Materials SCHEDULE IV — RRFB CURB RAMPS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4800 a- Z Inlet Protection $ 36•00 $ 72.00 * 01.5(2) EACH Per EA KSP The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price, Schedule IV Total $ 1 23,538.00 _ CPM Development 37 Corporation DBA ICON Materials BID SUMMARY Schedule I 1 829 066.00 Solid Waste Schedule II 1 ,323,766.00 Streets-5 228th St&64th Ave S, S 228th St &Central Ave N, 80th Ave S Schedule III 1 ,494,926.00 132nd Avenue SE Improvements Schedule IV 123,538.00 _ RREB Curb Ramps TOTAL BID AMOUNT 47711296'00 CPM Development 38 corporation DBA ICON Mi aterials SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC. PLUMBING AND ELECTRICAL Name of Bidder: CPM Development Corporation DBA ICON Materials Project Name: 2024 Pavement Preservation Project Number: 24-3001.1 Pursuant to RCW 39.30.060, Bidder- shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or name itself for the work. Failure of the Bidder to submit, within one hour after the published bid submittal time, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: A A _ Plumbing Subcontractor Name: � A Electrical Subcontractor Name: April 11 th, 2024 5ignatu of Bidder Marlr iehelt�erger Date 2024 Pavernent Preservation/ 34 March 28, 2024 Project Number: 24-3001.]. SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Narrie of Bidder: CPM Development Corporation DBA ICON Materials Project Name: 2024 Pavement Preservation Project Number: 24-300 1.1 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of structural steel installation and rebar installation. Failure of the Bidder to submit, within 48 hours after the published bid submittal time, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Structural Steel Installation Subcontractor Name: NIA Rebar Installation Subcontractor Name: _April 11th, 2024 AtuBidder Mark�icl�elherger Date 2024 Pavement PreservatlDn/ 35 March 28, 2024 Project Number: 24-3001,] CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. 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 C'1-9 'Development 2024 Pavement Preservation/ 36 Corporation 4 March 28, 2024 Project Nurnber: 24-3001.1 DBA ICON Materials If the bidder fails t❑ request a modification within the time allowed, or fails t❑ appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination ❑f bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPER4Y COMPLETE THIS FORM MAY ALSO RESULTIN 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 a5` of to be misleading. SUBMITTED BY: i NAME: MarK E chelber er I ADDRESS: 1508 Valentine Ave SE Pacific, WA 98047-2103 PRINCIPAL. OFFICE: CRM Development Corporation DBA ICON Materials ADDRESS: 1508 Valentine Ave SE Pacific, WA 98047-2103 PHONE: {205} 575-3200 FAX: (206) 575-3207 STATUTORY REQUIREMENTS — Per state law a bidder must meet the fallowing 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. 1.2 If applicable, provide a copy of your plumbing contractor license in compliance with chapter 18,1€ 6 RCW, an elevator contractor license in compliance with chapter 19.28, or an electrical contractor license in compliance with chapter 19.28 RCW, as required under the provisions of those chapters. 1.3 Provide your current state unified business identifier number. 1.4 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service 2024 Pavement Preservation/ 37 March 28, 2024 Project Number: 24-3001.1 Department of Labor and Industries PO Box 4445Q ICON MATERIALS Olympia, WA 98504-4450 Reg: CC ICONM**982CF UBI: 60I-006-854 Registered as provided by Law as: Construction Contractor (CCOI)-GENERAL 357 ICON MATERIALS Effective Date: 21612002 PO BOX 3366 Expiration Date: 21712026 SPOKANE WA 99220 0 'q NO 'fir' N C) nq C N fE1 AJ P. �A rn � W a Ct R Ct P. B Nco 4Ln iP.t Q F, iD rn $ P' Fh rq 9) o cn �v � x a m .1 n) C m Z oQ :j rr C] w iD o iD N In 1 zi E rr! v 0 o c cr ro ( �. : w m r ln�e 0 a O m bd � ti cD � 0 N W fi (D. � o h3 a rf aFi `� @ Fh rO a C3) N o a r�- CD L r '' LO F" rt O 0 ul ro m is n ... c rt' FA �d M d to a kD � � N co R' +n r w .3 FAIN% N iA GJ ( H ID a N rmn rD =R�N rA Ilk Ln y 0 �• �Z o .I tom:v�3 j.vti V%J Vra Y%^U-V D-�3: .r. l^.I 4111124,7:32 AM G&G CORPORATION Labor&lndusvies.(htlps:l Ini.wa.gvLvl) Contractors G & G CORPORATION Uwner or tradesperson 18044 SE 224TH ST ....._................. .. KENT,WA 98042 Principals 42fi-432-1325 GRAHAM,BONNIE J.PRESIDENT KING County McDowell,Kamie,VICE PRESIDENT GRAHAM,BONNIE,AGENT TENORIO,SIRENAT (End:0810112014) GERARD,CHARLES (End:0810112014) GRAHAM,PAULD (End:08/0112014) Doing business as G&G CORPORATION WA UB1 No. Business type 601 381 635 Corporation Parent company G&G INCORPORATED License , Verify the contractor's active registration 1 license 1 certification(depending on trade)and any past violations. Electrical Contractor Active .._....................................... Meets currant requirements. License specialties GENERAL License no. GGCOR-1)A1 MU Effective---expiration 0713111992—08102J2024 de�lgg�ated administrator Active G♦nRAR6.WNALD 5 Meets current requirements. License type License no. Electrical Administrator GERARDS257R6 Bond 146 bond accounts during the previous 6 year period. Savings (in lieu of bondy $4,000.00 Received by L&I Effective date 12/22/2004 12/21/2004 Release date Impaired date NIA NIA Savings account ID 263663002630 (in lieu of bond) $4.000.00 CPM Development Received by L&I Effective date 10/26/2004 09/2511997 Corporation DBA ICON Materials https:llsecure.ini.wa.gov/verify/Detail.aspx?UBI=601381635&LIC=GGCOR"081 MU&SAW= 1/2 4111/24,7:32AM G&G CORPORATION Release date Impaired dale NIA 11/0112004 Savings accounl ID 6033431628 (in lieu of bond) $4.000.00 Received by L&t Effective date 07/3111992 Release date Impaired date NIA NIA Savings account I❑ 0220026694 License Violations No,. o license violations during the previous 6 year period. Certifications & Endorsements QMWBE Certifications f}isa da� ntaged Business Enterprise(DBE) MinorityANomen Business Enterprise(MWBE) Apprentice Training Agent No ac1'iwe Vlfashirigton registered apprentices exist for this business.Washington allows the use of apprentices registered with Oregon or Montana.Contact the Oregon Bureau of Labor&Industries or Montana Depart{Went of Labor &Industry to verity if this business has apprentices. Workers'Comp ❑o you know if the business has employees?If so,verity the business is up-to-date on workers'comp premiums. L&t Account ID Account is current. 823,490-00 Doing business as G&G INCORPORATED Estimated workers reported Quarter 4 of Year 2023"11 to 20 Workers" L&I account contact T31 NICHOLE CAROW(360)902-5634-Email:CAN1235@tni.wa.gov Public Works Requirements Verify the contractor is eligible to periarm work on public works projects. Required Train Inq- ect Effective July 1.2018 Exempt from this requirement. Contractor Strikes No strl es have been issued against this contactor. Contractors not allowed to bid No d 66i irnerAs 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 No violations 09/14/2020 Inspection no. 317960743 Location 5th St SE and F St Auburn,WA 98002 CPM Development Corporation DBA ICON Materials hftps://secure.ini.wa.gov/verify/Detail.aspx?UBI=601381635&LIC=GGCOR'*081 MU&SAW= 212 i A CRH COMPANY CONTRACTOR'S QUALIFICATION STATEMENT 1. STATUTORY REQUIREMENTS 1.3 601 006 854 State Unified Business Identifier 1.4 618584 01 0 Employment Security Dept number 600 664 231 State Excise Tax Registration number 1.5 CPM Development Corporation ❑BA ICON Materials, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of ICON Materials, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract lender RCW 39.06.010 or 39.12.065 (3). 1.6 CPM Development Corporation DBA ICON Materials, that within the three year period immediately preceding the bid solicitation date, our Company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgement entered by a court of limited or general Jurisdiction. 1.7 See attached proof that a designated person or persons with GPM ❑eveIopment Corporation ❑BA ICON Materials has completed three or more public works projects and have a valid business license in Washington for three or more years and is exempt from this training requirement. M rk Ei.61helKerger Construction Manager ICON Materials Corporate office 1508 Valentine Ave 5E Pacific,WA 98047 206-575-3200 Phone 206-575-3207 facsimile 1CONM**982CF An Equal Opportunity Employer 3115124,1:13 PM Check tax rate Employment Security Deportment WASHINGTON STATE Check tax rate Legal Entity: CPM DEVELOPMENT CORPORATION E5 D Number: 000-618584-01 -0 2020 1 2021 2022 2023 2102/1 Tax year 2024 Total UI tax rate 6% Tax class RegularTaxableEmployer EAF rate 0.02% Annual taxable $68,500.00 Total employer tax 6.02% wage base rate Available services GPM Development Corporation A DBA ICON Materials https://portal.esd.wa.gov/CheckTaxRate 111 418124,11:07 AM CPM DEVELOPMENT CORP w STATE OF WASHINGTON Department of Labor& Industries Certificate of Workers' Compensation Coverage April 8, 2024 WA UBI No. 601 006 854 L&I Account ID 700,174-00 Legal Business Name CPM DEVELOPMENT CORP Doing Business As CRH AMERICAS Workers' Comp Premium Status: Self Insured.This business is certified to cover its own workers'comp costs. No premiums due. Estimated Workers Reported NIA (See Description Below) Account Representative Employer Services Help Line, (360)902-4817 Licensed Contractor? Yes License No. 1CONM**982CF License Expiration 02/07/2026 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See RCW 5 1 .i 2.050 and 51.1 6.1 90). https:llsecu re.Ini.wa.govlverify/Details/li abiIityCertificate.aspx?USI=601006854&LIC=ICONM**982CF&VIO=&SAW=fafse&ACCT 7 00174 00 111 418/24, 11:09 AM ICON MATERIALS ,vNhv. iwe ne ,A Labor&Industries.(https://lni.wa.92v/) Contractors ICON MATERIALS Owner or tradesperson PO BOX 3366 Principals Spokane, 00 SPOK WA 99 220 GAUGER,JAMES DEAN,PRESIDENT 5-3200 PpKANE County MADDEN JR,JOHN JAMES,VICE PRESIDENT LEWIS-DEVANEY.SUSAN GAIL,VICE PRESIDENT Franz,Paul,VICE PRESIDENT Shogren,John Nicholas,VICE PRESIDENT Nudell,Kimberly Sue,SECRETARY BROWN 11,CHARLES RODNEY,TREASJRER PARSON,JOHN W.DIRECTOR CYR,BRUCE,PRESIDENT (End:011271200E) SHAFFER,JEFFREY S,PRESIDENT (End:09/0412013) RADICH,JIM,VICE PRESIDENT (End:09/04/201 a) MURPHY,MARK DANIEL,WE PRESIDENT (End:11/30/2015) SALISBURY,PAUL DOUGLAS,SECRETARY (End:1 1 13012 0 1 5) O'DRISCOLL,MICHAEL G,DIRECTOR (End:11/30/2015) Doing business as ICON MATERIALS WA UBl No. Business type 601 006 854 Corporation Governing persons DAN W MURPHY J TIMOTHY MURPHY; MICHAEL K MURPHY: Registration Verify the contractor's active registration 1 license 1 certification(depending on trade)and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. ICONM"'982CF CPM Development Effective—expiration 0210612002-02107�2026 Corporation L&I Conhactor Registration: DBA ICON Materials 1.800.647-0982-Email:CvntReg@Lni.wa.gov https://secure.Ini.wa.gov/verify/3Detail.aspx?UBI=601006854&LIC=ICONM""982CF&SAW= 1/3 418124,11:09 AM ICON MATERIALS Bond FIDELITY&DEP Co OF MARYLAND $12,000,00 Bond account no. 8876949 Received by L&I Effective dale 02/1212007 02106/2007 Expiration date Until Canceled Insurance Liberty Mutual Fire Insurance $2,000,000.00 Policy no. TB2C81004095113 Received by I.&I Effective date 08122/2023 09/0112023 Expiration date 09/01/2024 Insurance history Savings Nu si Wirigs accounts during the previous 6 year period. Lawsuits against the bond or savings . ..................... Na lawsuits agalnsf the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&l tax debts are recorded for this contractor license during the previous fi year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements ❑MWBE Certifications . ................. No active cerh i&&as exist for this business. Apprentice Tralning Agent Registered training agent.Check their eligible programs and occupations. Workers'Comp Do you know it the business has employees?If so,verity the business is up-to-date on workers comp premiums. L&I Account l❑ Self Insured. 700,17$-00 This business is certified to cover its own workers'comp casts.No premiuins due. Doing business as CRH AMERICA$ Estimated workers reported NIA L&I account contact -Email:@Ini.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective J u E f 1,2019 ....... ......... Exempt fromtKiis requirement, Contractor Strikes No sf'rikea_have been issued against this contractor. Contractors not a tic wed to bid No dobirments hiire been issued against this contractor, Workplace Safety & Health Check for any past safety and health violations found on jobsites this business was responsible for. CPIVI Development Inspection results date Corporation D310 3 12 0 2 0 Viola Corporation ICON Materials https:l/secure,ini.wa.gov/verifyIDetaii.aspx?UBI=601006854&LIC=ICONM'*982C F&SAW= 213 4/8124. 11:09 AM ICON MATERIALS Inspection no. 317958019 l oration 1351 5 Wenatchee Ave Wenatchee,WA 98801 Inspection results dale 0 712 812 0 1 9 Vrolatians Insperlion no. 317954462 Location Argone and Sinto Spokane Valley,WA 99212 C:PM Development Corporation DBA ICON materials https://secure.ini.wa.gov/verifylDetaii.aspx?UBI=601006854&LIC=ICONM'*982CF&SAW= 313 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 tinder RCW 39.06.010 or 39.12.065 (3). 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. 1.7 Provide proof that a designated person or persons with your company has either received training from the department of labor and industries or an approved training provider on the requirements related to public works and prevailing wages under chapter 39.04 RCW and 39.12 RCW or provide proof that your company has completed three or more public works projects and have had a valid business license in Washington for three or more years and are exempt from this training requirement. SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How marry years has your organization been in business as a Contractor? 63 Years 2.2 How many years has your organization been in business under its present business name? 22 Years 2.2.1 Under what other or former names has your organization operated? SEE ATTACHED 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation:7126/1984 2.3.2 State of in corp o ratio mWashington 2.3.3 President's name:Ric Linares 2.3.4 Vice-president's names):Mike McBreen 2.3.5 Secretary's name:Mari Hajdarevic 2.3.6 Treasurer's name:Mari Hajdarevic 2.4 If your organization is a partnership, answer the following: NIA 2.4.1 Date of organization: ,_ ,+ Developrri�rtt 2.4.2 Type of partnership (if applicable): Cr�rix)ration 2024 Pavement Preseivatfon/ 3$ 28, 2024 Project Number' 24-3001.1I.:JIV l�ae1 A CRH COMPANY PAST COMPANY NAMES The current business name, ICON Materials, (dba of CPM Development Corporation) has been in use since January 1, 2002. The company was formed April 1998 to purchase the assets and continue the operations of M.A. Segale, Inc. a Washington Corporation since 1960. CPM Development Corporation DBA ICON Materials Jan. 1, 2002 to Present ICON Materials, Inc. June 2000 to Dee 2001 ❑ldcastle NW, Inc., dlbla M.A. Segale, Inc. April 1998 to June 2000 M. A. Segale, Inc, Startup 1960 to April 1998 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: NIA 2.5.1 Date of organization: 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: NIA 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. Washington State Counties/Heavy Construction,Asphalt Paving,Aggregate Minerals/I CON M-982CF 3.2 List jurisdictions in which your organization's partnership or trade name Is filed.Washington State Trade Name: CPM development Corporation QBA ICON Materials 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Asphalt Concrete Paving,Aggregate Sales 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? No 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers?No 4.2.3 Has your organization filed any lawsuits or requested arbitration with regard to construction contracts within the last five years?Nc 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 deta ils.)No 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. SEE ATTACHED 4.4.1 State total worth of work in progress and under contract: $69,205,436 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. 4.5.1 State average annual amount of construction work performed during the past five years: $26,353,160 2021 Pavement Preservation/ 39 March 28, 2024 Project Number; 24-3001.1 "ftii A1Ynegei LAMP LE LIS TING OF MAJOR PROJECTS,Thm-TA23 OVYNEFMI MRAL CONTRACT AMTI COMM."M FEDS NAMEI1,0CAT1ON PRWECTNAMEILCCATION CLASS OF WaFQL FINAL AMT HATE CONTACT FIB r EC MljrB.Paw10.Cysdrip, IIIYGea.Cowve,Elecin-d Om,of 44M {Syrtis).tralnc camel, CHaw FYracamb KeN.WA Sim 1-5�EVH)PAerraW Sm➢Ky S22 E00.ssb &12024 25S•956%5506 Prime E—aff.n,Pawl2 Oredng ueeiu•Cam+eke.E'-kric l CAy of Federal Wry 16ipnsee),TTMNI Control. J-Mnan Shang Federal n'ey,WA $2261h So.Rood D+N 56ging 5927 871 Ee1217bi 253661400 Pamc ExRown.Pnwnp.Gredu>D, IJllpus,Comm,ENcIrwal City of Coriirylon TreKr CmmoL Hub Llndak" CT4ngmq,WA SF 250hl Setet Orarley 5ft"D 5454,630 Eet2a2A 2634AG-2400 Prime Rn Eu Vmw.t P—g-f�adnp, uk.k,c.anrM4.E e uva) Clg'd Burcn (d+gr�IsV.Trail¢CeeerJ, bend T+erh Sidon.WA 2023 Pwemenl Men.g—nl.Progfem.Werlay Pruj-ce SWpliry 3"170.:se ddonm IM 206.9FBSn7a Prins ph Exeavenon,Penny.Grady. Limin,C—M,Electrral CAy or E1wnIci— 151pnei),Tralk Conhol Dnay+n Waxer Eo,, eIxW.WA 2A2381reel PesemeM Reh"Mi SV�yrlp %42,745 E41202] 95061587M Pnme Ne E7cawricr Peynp,Gratlny, uuaeE,eo wo.Elae+riear C1h er snequNmc iSglnalsf.TrAlk Ca bol Hnd Armed Lmyyalrl>te,WA d073 avnrlay PmjxI stopsi l s6x;OeFS EN M4 425.W-6400 Prmle No E�avavrn.P—g.GnRnp. uerre4,Carr_+ate.Elecmtal Civq al 5i quilmle [SA)•lea1,TTeKc ConMN, Hnd Armed Srrrquarmle,WA tinaainr'—Poi kwey Rele lo5i-Pr➢leol �;Opinp $3,TA�,4h1 EN W*5 421d07-WID P.eOe No 6—lion,Piwwoo,Grodlny r)IAIIeS Concrete,Elecurcal >11 e1 Kom t$ipne6),Trelhc Conhol, Brien Shlelds Kerf(WA 2023 Ar pl.A❑r-,, 9mprAp $702115 Ect 202E 253.293-4973 Prime No F�ceeeLen.Penny,Giedng, Unties.CorR",I:RwKdl Cfi"e}F"04l Wey {Syr p..trelnc CMYGL Jehn Coln Faderel W.V.WA 2073 Ashok e3vency PrOleol Sfilperg "A21,B42 EM 2023 259•&7$,Vlel Pnme Nrl . Recemb.r 4orMtrew Cdy of BJrlen Tepees Prq A A my.�IWp. flueen,WA 2022 PeromerR MmgpnmeM Praprem-Gverley l'+ojetl TrAkL'awd 565e,1111 20 22 2W<%-SS52 F.:me No F cr.n4NAg. ..w, Adis Altalla4 CArd TO.," Tukyne. A+A+N pnlny,Ppvn.e.M.srnprq, WA TWIIMo Pmkwoy 6merperey Re➢vr tmmc ri.rd 1795,5g5 EFI2022 206-240.0R03 prime No Kriq tuirniy Er[¢rFYan,GT.•Jryr C—MO.. $uJey She au 206- Vw t 6—TWeup ow Ni CwHir, 2022 CoulMANds FNem-t Preservelwn EYcu"l5,,45.Wk COMM 51 6.GK02A !]1t MI. A23-91M Prime No Akq C4WAY flan ,-G.-V.Carcmre, t—S"f Sae194,WA SE ACM Kengley PE)®Lards-9 RE]SE LU{lraxr[+" .Tra140,-W $202.222 EN 2623 208-769-S517 Plane No Eaa..Ido.phhiy.CJxarele. [J�r01Aop- MDel ePeeg,AgVaW l Erw+LcwwHe A10. WA 2022"Play NdJ%4 6hllwoo,T-rk bN 51a9,900 Cctaft 20. +W+•2BAALOB6 Prkft No Galvin bw Burl-nVWn NOMwo 6enla Fe South Sti6M4 WeroddN Feolny MPhea pe+np,W48 Slnpmy 61,SS2.047 EMM25 205e25A150 Bub N4 CFO of Erwmcrcw Par v Griiwnp.uviwF. 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Ciry dApplrtri 1JG140a.Cencrela,Eketrrcd $1,516,4A21 Ce+dy West AHkWIn.YVA L¢kelond Kah Way P11—e¢on I8lgnatpl.MMp $1363.074 1112021 263 931-3010 preme no 1 eCQyew PeNpp.GraGq. ciga{eeahw. 11H4ef,Convpre,Ekckcca &croon Cook Seatac,WA 2021 O—I.ePlQJ*cI Iwr.lal kip 5$k60p0 Sp.np 2Ytt2 2005/67107 P+¢ne Na BNSF ROM Aspl'Ap&dirq.R4"P¢rlrlg TLk'.wa,WA South Se7{1le InWrmop¢I Fw^ Feark 51,O02.347 Sprp 7022 P— No Gtopwaa&pa,par 2p21 NcMlf Pfvemrol i M*pa4n01nFaC4v-lu'e 2714.ODD l Ju4a mr� G.Wft,WA S.M..Airpw Aephv R i" $l91,Bu 11I1021 253 an-7173 S.q Np Gy aI T0*W- Au ftw Pork Ee%WpW Main PO&WOo Repair E.c¢r¢1ipn,[:arcrple, $143,1561 SWU1.1n Tuk.ft WA rule g.VVA uliigf Ado.,A4Pha$Pepnp 1114,163 H2O71 2D0 4314T93 Prime No pat¢Ion co—b¢clien Co.,kw P¢aM1c oplm.x B1das 2.3*5 d 6 Josh HpelMar roam,WA Nam V1A A¢p1mK Paring.AgyflipW S1p7R'vAM 20P687•F.31$ rap No Gnodrefow Br— Remo!,A...A D-ing 5S]4,SW! pe"L'Afk1M %aKk HI Bear A-pwt Asphol Pa&hrg $5631214 W021 475 46&3NB Iit.A Val P11+IPn Ceiabclio..Co,Inc PSE FoPNp 5-rvk-Gear Dare Sc.H Sea Hle,WA $$67 Makaaeea Are E .PvyY¢ip Ashw Pay+, $504,013 36D 701•l1479 cry No Pm'nan porwWw"Co.Inc P9E Kent SansL.6-Opereums $552.$701 Kalb 44hpmxr 500tle.WA &NI$eWh 2S21h Stem.Kell Asphfll Pwkq 4L5W3,830 Jute 2A21 35D 911.3633 Sri No Gory PA"a Cun5VJc11Wn Co.,Y1a T¢rtrfna118 $327.874 k7mk Rmh V.0tor,WA !1$1 Sw Ylelu4a{Vyay,$e+Hln ArphYll PPrlhp 240VA 1 ilml 200 703.9125 y¢y r3¢ Pon--weal. T.m l a6 P...—M ftehyAM1oOo.r P"g.Crimalu-6aryey, 11.011.220 Y VDWF9 Jarv1 Some,WA Pert 0$ea61a E.tarAan,Creek Seal S27$1)1900 172021 2007117.705 Prime Va Ekc..kok,P¢mp,grad% Krip Co.* 2020 C—rtywo P—m¢nt Proae orlw urt'"¢,come*e-Elea$leal 56171.5181 Pa1Y Moms 52eNe,WA VAHOA LPco—Hlthrr lVg CO.* tsw-lay 700a1,051 S12021 206423 Will Prlme No SkB Oa USA BOdkq rm M.nnr Elemaaary MR"l KyM Ywk Se¢HIK WA 2201 M Stoat SE.plum AsphvPam% $SA2BJti 777521 2W418-951E Spd I'm Exa A-,Pad+y,Glr p Ciq-¢rEnumdow WAIe Cener¢W.EM[Riaal $576574! Cm y"Worker EtelnlNiW.WA 2020 PWomeni Peseiveken (SIp,I $600,5HE 712D2A Teo 8IWs0 PNne yo Jar .D.UK palddye Way BW-Rapldndr Y.Li Cxapl JP.Men Bel.rOem,WA P irkep Wry SW 8 SW Brander St AwAA Patina 5837ADD Paa2fl22 360 933LW7 Stl. Nc ElcaraoK P¢mg.43radoW. Cqy ul tram Meel Me On kkeker7lTrreipenp D wu R-0.Imp 1JRa4a,Cannale,©pehcal SR865.284 Timowy LaPorte Wea4 WA Green RMr Tral,R— Re«L W Meeker f.Sgrmla) r$s.u4t a17 1LY2021 2S3 858.5600 Prime Nc NaPhM paywV,Ekay41D2h wag 61Ne pfl T VN WRY InW OA!m 5,Sea•Tec NO Welph SIMM, Plwrtg,Con r l., S:W.610 0 Edaerd Kere 5eatlla,WA Pre¢eVwm Ei-W-PA 5279,$W 712020 206700-5601 Pm+e Tp KIWI rihowila.6 Went cp Ian EmWJ F.d—1 W w Ffd¢rm Way LWi Erendwl(FY17.f I Qfelpn EkWd AWhek P-PV $QO .&M EST 2025 751 W-wo S1t¢ MI CPM Development Corporation DBA ICON Materials tea.tnn Prnlxl Malrayer SAMPLE LI6TIW OF MAJOR PROJECTS,TIN-NZI ONNER7GENERAL CO0t4AC7AMT+ COMPLE31ON F5OS NAk4E1LOCAT{ON PROJECT NAMEA.00ANON CLASS OF WORK FINALAMT EFATE CONTACT PA YIN Eec.eeton.P.eeea,,MWOrnp. Kiny Cpmp! LKAI...Co.. W-Eleelaeel 34,1131.5351 PdJMOere Bel ate,WA -2010 Cdn[0vnee P.w AFmicr9.W.. fSlpnakl 54,392,253 9=0 205423-1 O81 Pnme No ally fdeoup.the 51,2Y0,1151 T.iC-.y Jeckso.wWc,FL SY.co ammle Faddy E'.pineie. 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WA awe OOT SR 419,PVhle RkeeF 0rdpe m SR 184 Whom Convut.,Ek9hiooi S'.§W36D 1 T.noeey LAP.rle pfYmaua WA Paying 6 AOA 17e17 253 850-5500 Pnme Wes Pe444 y...nq FrpreelMmaprt� SAMPLE LISTING Of MAJOR PROJECTS.TMu-2070 fly�l prsugNq� CON1RACr F16T1 COMPI-ETION FIEOS NANPJL4GAYlON PWAMT MR1,IEAOCAI 104 QLA$S Of WORK FRJAL AW DATE CONTACT WS YMl C-eeNWUM.FdW,,111"lg, Giff61 R,Morl 2017 Slreel P4A it❑nrley uw*V Cowrie,cj�rlenl 1.Mal 23 0 J.)—0'em R-kl .WA wlCurb R.M" (2Agnoili SI lolr.O4 1LI7 425530.74W Pn . No Ewraveliay pr—q,Glaring. rwm%u Wgleb Cdve}e.EryGnce' RSdn TFwA-eq 11`.1µ 1..WA 2017 0"O1 y Preprem fni geelsi E959.eM1l S576.550 9157 200 42"1" Nk- No (3QV Mom—Cp-v 0. We,*wmmene SO.O.WA IS Ng WOM St to L'Iw'aniiah Rinr& AV"t Psmg 50 717,257 wl1 20Q 75S2519 Sub No PAQ* nlew CenVeclon. l5$6 Emtlf 7701p 841n 15—MA 54MIE5,500+ PN"Wmbeugn NUN&WI,WA Rfrei grPlge AsPhaR PaNng 5'A990,9e0 W16 20A 3484H0 SW He E"ov46wn Pepnp.0mdln0. Nkq GaWdy Prpglreerpnl uwft.ug K le,Elalrks, Mark How S&Aa%WA 201_Cawlyeitly Payemw FR—wn 1 %! SB 99S,898I Iyf l 2w MM325 pie. W GPM Development Corporation DA ICON Materials L ❑ L p�fj ❑ YfS +Q+ 2 4- CC C C C Cr ❑ rC rC CC eC � .eC_ e�io Z 7C CC@ t L E E G 47 C C C C 4 L v1 G C 6 D 2E 8- u ❑ a Q ❑ 6 ❑ .A V1 ❑- 4 ❑ C C Q Ql ❑ u u u ❑ ❑. it1 L1 u p ro v < < << Qaaa ¢ ¢ txa ¢ aaaaa QJ N [u L -- f4 7 al u C qy Q_ O'1 V rj N M ul N 0 ryt M N C1 ❑l 0❑ C? C1 T� VS h'1 LR X N N N N fY1 f'n r1 r-1 [Y} M Ctit N r-1 r-I rl r1 r1 rl w w ❑ L L L y � a-i � �_ ❑ L v C C C .b w � C (u � ❑v.Q d9 C Ql a �- f�6 ❑ � E � E � H - a ❑ if1 ❑ v a � c c c ❑ n a v ar a v)ia❑--i' — L ❑_ . - ° on L •c aaw CUo ❑ a% 2 ¢ v6 U. U- LL CL ¢ Q o 00 Qc a = b Q V ccC V1 :t, 7 •7 U r4p a v tF p c rev O o U � d a a m H v E C v' Oa' Q7 E Q7 ❑ ✓I Q1 Y L w y .� cq Ip m v = a tli [G 3 �} , ❑ Qy -a 7 y U 0 c 7a. a ❑ x = 3: a La c a u a iuLijLn ❑ L - r c Qr c Y 4 cj Q CPM development Corporation DBA ICON Materials CPM Development Corporation ❑BA ICON Materials Major Equipment Detailed List Cl!ty Description Model Model Yr Age Condition 10 3 Axle Pup Trailer Peerless 1991 25 Good Own 4 3 Axle Pup Trailer Transfer Reliance 2007 9 Good Own 4 3 Axle Pup Trailer Transfer Reliance 2006 10 Good Own 2 3 Axle Pup Trailer Transfer Reliance 2005 11 Good Own 2 3 Axle Pup Trailer Transfer 5turdyweld 2012 4 Excellent Own 3 4 Axle Pup Trailer Sturdyweld 2006 10 Good Own 1 Booster w/Pintle Hitch Superior 2010 6 Excellent Own 1 Detachable Lowboy Trailer Superior 2010 6 Excellent Own 2 Side Dumps Trail King 2007 9 Good Own 1 Grove Hyd Crane 40 Ton RT740 1980 36 Good Own 1 Pettibone Hyd Crane 35 Ton RT35 1976 40 Good Own 1 Tymco Sweeper 600BAH 2O07 9 Good Own 1 John Deere Dozer JD65OLGP 2005 13 Good Own 1 JD Backhoe Landscraper 21OLE 1998 18 Good Own 2 CAT Off-Hwy Dump Trucks 773E 1993 23 Good Own 1 CAT Off-Hwy Dump Trucks 773B 1990 26 Good Own 1 CAT Off--Hwy Dump Trucks 7738 1981 35 Good Own _ 1 CAT Off-Hwy Dump Trucks 773E 2003 13 Good Own 1 CATGrader 140H 2O04 14 Very Good Own 1 Rahco Grader 140H 2O04 14 Very Good Own 1 Hitachi Mini Excavator 50ZT5 2005 13 Very Good Own 1 Cat Backhoe 420 2013 5 Excellent Own 70 Maint.&Operation Vehicles Various 2016 2 Excellent Own 1 Freightliner Dump Truck FLD/TM 2005 11 Good Own 5 Freightliner Dump Truck FLD/TM 2006 10 Good Own 4 Freightliner Dump Truck FLD/TM 2007 9 Good Own 1 Kenworth Dump Truck T800B 1997 19 Good Own 1 Mack Dump Trucks RD688S 1998 18 Good Own 2 Western Star Dump Trucks 49F/TM 2012 4 Excellent Own 2 Western Star Tractors 495/DS 2007 9 Good Own 2 Western Star Lowboy Tractors 4900SA 2010 6 Excellent Own 2 International Distributors Bearcat 1995 21 Good Own 1 Road Widener Midland 2006 12 Very Good Own 1 RoadTec Shuttlebuggy SB2500D 2006 12 Good Own 1 Weiler Transfer Machine E2850 2017 1 Excellent Lease rCAT Paver AP1055B 2003 15Good ❑wn CAT Paver AP1055E 2012 6 Excellent Own CAT Paver AP1055D 2008 10 Excellent Own CAT Paver AP555E 2010 8 Excellent Own 1 CAT Paver AP555E 2016 2 Excellent Own 1 Volvo Paver PF6110 2009 8 Very Good Own 2 CAT Grade Rollers C5563C 1995 23 IGood Own 1 Hypac Pneumatic Roller C560B 2001 1 17 JGood Own CPM Development Corporation ❑BA ICON MaterialE 1 Writgen Milling Machine W120OFT 2001 17 Very Good own 5 Truck Scales&(2 Portables) 30 to 150 Ton Excellent Own 1 Auburn Asphalt Plant Gencor Very Good Own 1 Seattle Asphalt Plant 5tan5teelJGencor Very Good Own 1 Complete Crushing Plant Metso/JCI Excellent Own 1 Cat Excavator 320LLR 2010 8 Very Good Own 1 Cat Excavator 345D 2011 7 Very Good Own 1 Cat Excavator 336❑ 2011 7 Very Good Own 1 Cat Mini Excavator 305E 2013 5 Excellent Own 1 CAT AC Roller CB224B 2007 11 Good Own 2 CAT AC Rollers CB24B 2016 2 Excellent Lease 1 CAT AC Roller CB24B 2017 1 Excellent Lease 1 CAT AC Railer CB34B 2016 2 Excellent Lease 2 CAT AC Rollers(15 Ton) CB54B 2016 2 Excellent Lease 1 CAT AC Roller(15 Ton) CB54XW 2013 5 Very Good Own 1 CAT AC Roller(15 Ton) CB434❑ 2012 6 Very Good Own 1 CAT Mini Excavator 305E 2013 3 Excellent Own 2 3 Axle Tilt Trailers Dump Trk 1999 17 Good Own 1 2 Axle Lowboy Trlr Trail king 1999 17 Good Own 1 3 Axle Lowboy Trlr TrailKing 1999 1 17 1 Good jown GPM Development Corporation DBA iCON Materials 4.6 on a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. S. REFERENCES 5.1 Trade References:SEE ATTACHED 5.2 Bank References: SEE ATTACHED 5.3 Surety: 5.3.1 Name of bonding company:Fidelity & Deposit Company of Maryland 5.3.2 Name and address of agent:Marsh USA Risk& Insurance Services, Inc 150 West South Temple, Suite 700 6. FINANCING Salt Lake City, UT 84101 6.1 Financial Statement. 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? GPM _welopment cat,i'rroraI!on 21014 Pavement Preservation/ 40 ❑BA -IN M,'_lteriais March 28, 2024 Project Number: 24-3001.1 10 A CRH COMPANY CREDIT INFORMATION Name: CPM Development Corporation DBA ICON Materials Legal Entity: CPM Development Corporation Subsidiary of: A CRH Company Business Started: ❑ldcastle Materials,Inc.established 1978 Federal I.U.No.: 91-1272258 Duns No. 02-733-6650 Legal Entity UBI No. 601 006 854 Managers: Mike McBreen 1 Vice President CPM Development Corporation DBA ICON Materials Mark Eichelberger 1 Construction Manager CPM Development Corporation DBA ICON Materials Credit References: N.C.Machinery,PO Box 88786,Seattle,WA 98138 Contact: Credit Department,(Phone)425-251-5861 (Pax)425-251-6287 US Oil&Refining Company,PO Box 2255,Tacoma,WA 98401 Contact: Credit Department,(Phone)253-383-1651,(Fax)253-383-9970 Bank References: For. ICON Materials For:CRH Company Bank of America Bank of America Lois D. Marshall Larry Schaad,Vice President Atlanta Plaza Bldg. 600 Peachtree StNE 1230 Peachtree,Suite 3800 Atlanta,GA 30308-2265 Atlanta,GA 30309 (404)607-5913 (404)249-6915 Terms: Monthly statements are requested. Further credit information may be obtained by writing the Company,attention Jeff Caviness,Accounting Manager, to the address below. CPM Development Corporation dba ICON Materials Corporate Office 1508 Valentine Ave SE Pacific,WA 98047-2103 206-575-3200 Phone 206-575-3207 Facsimile ICONM**982CF An Equal Opportunity Employer Deloitte. Deloitte Ireland LLP Deloit#e&Touche House 29 Earlsfort Terrace Dublin 2 D02 AY28 Ireland Tel:+353(1)417 2200 Fax:+353(1)417 2300 Deloitte.ie 28 March 2024 Washington State Department of Transportation c/o Karl Slusser Prequalification Contract Ad&Award PO Box 47360 Olympia WA 98504-7360 RE: CRH plc—CPM Development Corporation and Subsidiaries(dba:CRH Americas, Inc.& Subsidiaries) Dear Sir/Madam, We act as independent auditor to CRH plc,a company incorporated in the Republic of Ireland. Please find enclosed a copy of our report on the summary financial statements of CRH plc for the year ended 31 December 2023.The separate summarised financial information of CPM Development Corporation and Subsidiaries has been presented for the purposes of additional analysis. It has been extracted from the consolidated financial information of CRH plc and has been prepared by management for CPM Development Corporation and Subsidiaries in conformity with international Financial Reporting Standards as adopted by the European Union for inclusion in CRH pic's consolidated financial statements. Our audit of the consolidated financial statements of CRH plc was not planned or conducted to address or reflect matters in which anyone other than such shareholders as a body may be interested. Our report on the summary financial information is provided to you confidentially and should not be made available to any other party without our written consent. Kind Regards, 1 � Heather Doolin For and on behalf of Deloitte Ireland LLP Deloitte. 0 oC& Deloitte Ireland LLP is a limited IIabllity partnership registered in Northern Ireland with registered number NC 1499 and Its registered office at 27.45 Great Victoria Street,Lincoln Building,Belfast,I3T2 75L,Northern Ireland.Deloitte Ireland tLP is the Ireland affiliate of Deloitte NSE LLP,a member firm of Deloitte Touch* Tahmatsu Limited,a UK private company limited by guarantee{'DTTL"},DTFL and each of its member firms are legally separate and independent entities.DTTL and Deloitte NSE LLP do not provide services to clients.Please see www.deloitte.com/about to learn more about our global network of .memberfirms. 02024 Deloitte reland LLP.All rights reserved. CPM Development A list of Pel oitte Ireland LLP partners may be inspected at our office or on our website. Corporation DBA ICON Materials Deloitte., Deloitte Ireland LLP Chartered Accountants& Statutory Audit Firm Independent auditor's report to the members of CRH public limited company("CRH pie")on the Summary Financial Statements Opinion In our opinion,the summary financial statements are consistent,in all material respects,with the full audited consolidated financial statements,on the basis described in(Vote 1 to the summary financial information. The summary financial statements comprise: CRH plc summary financial information: • the Consolidated Income Statement; • the Consolidated Statement of Comprehensive Income; • the Consolidated Balance Sheet; • the Consolidated Statement of Cash Flows; and • the related notes to the summary financial information. The summary financial statements are derived from the full audited consolidated financial statements of CRH plc as at and for the year ended December 31,2023, Summarised Financial Information The separate summarised financial information included in respect of CPM Development Corporation and Subsidiaries has been presented for the purposes of additional anwysis and is the responsibility of the management of CRH plc. It has been extracted from the consolidated financial information of CRH plc and has been prepared by management for CPIN Development Corporation and Subsidiaries in conformity with International Financial Reporting Standards as adopted by the European Union for inclusion in CRH plc's full audited consolidated financial statements.Such separate summarised financial information as of and for the year ended December 31,2023 has been subjected to the auditing procedures applied in the context of our audit of the full audited consolidated financial statements of CRH plc taken as a whole and is not therefore a separate component of CRH pic's full audited consolidated financial statements. Summary Financial Statements The summary financial statements do not contain all the disclosures required by International Financial Reporting Standards as adopted by the European Union. Reading the summary financial statements and the auditor's report thereon,therefore,is not a substitute for reading the full audited consolidated financial statements and our auditor's report thereon.We have not considered the effects of any events between the date on which we signed our report on the full audited consolidated financial statements and the date of this report on the summary financial statements. CPM Development Corporation DBA ICON Materials Deloittea The Audited Financial Statements and Our Report Thereon We expressed an unmodified audit opinion on the full audited consolidated financial statements of CRH plc as at and for the year ended December 31,2023 in our report dated February 28, 2024. That report also includes the communication of key audit matters. Key audit matters are those matters that, in our professional judgment,were of most significance in our audit of the financial statements of the current period. Management's Responsibility for the Summary Financial Statements Management is responsible for the preparation of the summary financial statements on the basis described in the notes to the summary financial information and for such internal control as management determines is necessary to enable the preparation of the summary financial statements that are free from material misstatement,whether due to fraud or error. Auditor's Responsibility Our responsibility is to express an opinion on whether the summary financial statements are consistent, in all material respects,with the full audited consolidated financial statements based on our procedures, which were conducted in accordance with International Standard on Auditing ISA a10(Revised), Engagements to Deport on Summary Financial Statements. Use of our report Our audit report is made solely to the company's members,as a body.To the fullest extent permitted by law,we do not accept or assume responsibility to anyone other than the company and the company's members as a body,for our audit work,for this report,or for the opinions we have formed. Heather Doolin For and on behalf of Deloitte Ireland LAP ❑eloitte&Touche House, Earlsfort Terrace, Dublin 2 28 March 2024 CPM Development Corporation ❑BA ICON Materials INDEX CRH plc SUMMARY FINANCIAL INFORMATION YEAR ENDED DECEMBER 31, 2023 Page Consolidated Income Statement 2 Consolidated Statement of Comprehensive Income 3 Consolidated Balance Sheet 4 Consolidated Statement of Cash Flows S Note to Summary Financial Information 6 CPM Development Corporation and Subsidiaries SUMMARISED FINANCIAL INFORMATION YEAR ENDE❑ DECEMBER 31, 2023 Page Consolidated Profit and Loss Account 7 Consolidated Balance Sheet S Note to Summarised Financial Information 9 CPM Development Corporation DBA ICON Materials Consolidated Income Statement for the financial year ended December 31,2023 2023 2022 $rn Sm Notes 1,2 Revenue 34,949 32,720 4 Cost of sales (22,919) (21,B44) Gross profit 12,030 10,879 4 Operating costs (7,743) (6,935) 2,5,7 Operating profit 4,2$7 3,944 2,6 Loss on divestitures — (09) Profit before finance costs 4,287 3,845 9 Finance costs (457) (401) 0 Finance income 206 M 9 ❑lher financial expense (54) (40) 15 Loss from equity method investments (17) _ — 2 Profit before tax from continuing operations 3,965 3,469 10 Income tax expense (941) (785) Profit for the financial year from continuing operations 3,024 2,684 3 Profit after tax for the financier year from disconicnued operalions — 11190 Profit for the financial year 3,024 3,874 Pronrlooss)attributable to: Equity holders of the Company From continuing operations 3,130 2,657 From discontinued operations — 1,190 Non-controlling interests From continuing operations 006) 27 Profit for the financial year 3,024 3,874 12 Basic earnings per Ordinary Share $4-32 $5.07 12 ❑iiuted earnings per Ordinary Share $4-25 $5•03 12 Basic earnings per Ordinary Share from continuing operations $4.32 53.50 12 Diluted earnings per Ordinary Share from continuing operations $4.29 $3.48 CPM Development 2 Corporation DBA ICON Materials Consolidated Statement of Comprehensive Income for the financial year ended December 31,2023 2023 2022 $m $m Profit for the financial year 3,024 3,874 Other comprehensive income kerns that may be reclassified to profit or loss in subsequent.years: Currency translation effects 343 (641) 25 (Losses)Igalns relating to cash flow ledges (59) do i U Tax relating to cash Flow hedges 8 (14) 292 (569) Items that will not be reclassified to profit or loss in subsequent years. 28 Remeascrement of retirement benefit obligations [44y 279 10 Tax relating to retirement benefit obligations _ 15 (63) (29) 216 Total other com pre he ns lye income for the financial year 283 (373) Total comprehensive income for the financial year 3,287 3,501 Att+ibutable to: Equity holders of the Company 3,390 3,520 Non-controlling interests t103) (19) Total comprehensive income for the financial year 3,287 3,501 GPM Development Corporation 3 DBA ICON Materials Consolidated Balance Sheet as at December 31,2023 2023 2022 aril Srn Nate_ ASSETS Non-current assets 13 Property,Plans and equipment 19,116 18,921 lit Intangible assets 10,199 10,267 15 Equity method Investments 620 019 15 Other financial assets 81 14 17 Other receivables 181 IN 28 Retirement benefit assess 248 201 25 Derivative financlal instruments 1 3 27 Deferred income tax assets 115 86 Total non-current assets 30,581 30,387 Current assets 115 Inventories 4,291 4.194 17 Trade and other recevables 4,792 4,539 Current Income tax recoverable 93 133 25 Derivative financial instruments 47 39 23 Cash and cash equivalents 6,341 5.936 3 Assets held for sale 1,272 - Total currant assets 16,636 14,801 Total assets - 47,397 45,16E EQUITY Capital and reserves attributable to the Company's equity holders 29 Equity share capital 296 302 29 Preference share capital 1 1 29 Treasury Shares and own shares (2,199) (297y Other reserves 398 3w Cash now hedging reserve (42) 5 Foreign currency Iranslatron reserve (352) (092) Retained income 23,420 2I,W2 Capita)and reserves attributable to the Company's equity holders 21,522 21,@91 31 Nan-conlrolling interests 521 1846 Total equity 22,043 22,337 LIABILITIES Non-current liabilities 20 Lease liabitiIias 1,211 1,C59 24 Interest bearing loans and borrowings 9,776 8.1 a5 25 Derivative financial instruments 58 77 27 Deferred income tax liabilities 2,715 2,568 18 Other payables 651 wl 28 Retirement benefit obligations 254 277 29 Provisions for liabilities 771 645 Total non-current liabilities 15.436 13,962 Current liabilities 20 Lease lrahi,ities 286 260 18 Trade and other payable 6,106 5.872 Currant income tax liabilities 774 702 24 Interest-bearing loans and borrow ngs 1.866 1,491 25 Derivative 11narrciat instruments 27 51 20 Provisions for tiabiliks 464 513 3 Liab,lilies associated with assets classified as held for sale 395 - Total current liabilities 9,918 81889 Total liabilities 26M4 22,851 Total equity and liabilities 47.397 45,1 8t3 CPM Development 4 Corporation DBA ICON Materials Consolidated Statement of Cash Flows for the financial year ended December 31,2023 2023 2022 Sm Sm Notes Cash!lows from opersting aotivities Profit for the financial year 3.024 3,874 9 Fiance costs(net) 305 382 Loss from equity method investments 17 — Profit mt disposals(including disposal of other long-lived assets) (66) (1,422) 13,20 Depreciation and depletion charge 1,717 1,844 14 Amortization of Intangible assets 139 113 13.14 Impairment charge 357 -- 8 Share-based payment expense 123 lot Income tax expense 941 1,155 Other (105) 42 10 Net movernent in inventories,recevables,payablos and provisions 4 (518) Cash generated from operations 6,456 5t371 Interest pald(including leases) (461) (374) Corporation lax paid (959) (1,043) Met cash inflow from operating activities 5,036 3,954 Cash flows from investing activitias Proceeds from drsposais(net of rash disposed and deferred proceaYs) 104 3,8.27 9 Interest received 206 65 15 Dividends receNcd from equity method investrnsnts 44 36 13 Purchase of property.plant and equipment (1,617) (1,523) 30 Aoquisition of subsdiaries(net of cash acquired) (640) (3,253) 15 Other investments and advances (87) 05) 21 Nei cash Flow arising from derivative financial instruments (1) (11) 19 deferred and contingent acquisition consideration paid (33) (32y 19 Deferred divesbFure consideration received _ 6 52 Net cash outflow from investing activities (2,218) (8d4) Casts flows from financing activities Pr�c cos troop r.xcr,;:s_•of share of>t:o9s 4 1i Transactions involving non-controlling interests (2) (3) 21 lncrease in inlerest-bearing loans and borrowings 3.163 38 21 Net cash flow arising from derivative frnancral instruments 7 (11) 21 Repayment of inlerest-bearing loons and borrowings (1,462) (3134) 20 Repayment of tease babilibes(i) (255) (249) 29 0-6nary 5harkm7feasury Sharesiawrn shares purchased (3,067) (1,176) 11 Dividends paid to equity holders of the Company (940) (017) 1+ Dividends pad to nary-controlling rnteresls (20) (13) Net cash outflow from financing activities (2,572) Increase in cash and cash equivalents 246 384 Reconoiliation of opening to olosing sash and cash equivalents Cash and-i,h cq.iv L P..;::rgr:ry 1 5,936 5,783 Translation adjustment 208 (231) Increase in cash and cash equivalenls 241B 38.1 23 Cash and cash equivalents at December 31 6,390 5t936 (il Repayment of lease liabilities amounted to$302 mullion(2022.$$297 milHon).of which S47 rrhon(2022.$48 million)related to interest pad which is presented in cash Parrs from operating activities. GPM Development � Corporation DBA ICON Materials CRH plc Note to Summary Financial information December 31,2023 Note 1 The preceding financial information has been extracted from the consolidated financial statements of CRH plc as of and for the year ended❑ecember 31,2023 prepared in accordance with Internationai Financial Reporting Standards as adopted by the European Union and on which the auditor,Deloitte Ireland LLP,expressed an unqualified audit opinion on February 28,2024. It does not constitute"fulk group accounts"financial statements as defined in Section 294 of the Companies Act 2014.Copies of the full IFRS financial statements of CRH plc as of and for the year ended December 31,2023 are available on the CRH webs ite at www.crh.com/investors/shareholder-centre/agm. CPM Development 6 Corporation DBA ICON Materialq CPM Development Corporation and Subsidiaries Consolidated Profit and Loss Account Year ended December 31, 2023 (U.S. dollars in thousands j Net sales $ 647,593 Cost of sales 1409,900) Gross profit 237,693 Selling,general and administrative expenses 162,372 Operating profit 75,321 Other income: Interest income 7,201 Other, net 2,053 Total other income 9,254 Profit before income taxes 84,575 Provision for income taxes (21,144) Net income 63,431 7 CPM Development Corporation DBA ICON Materials CPM Development Corporation and Subsidiaries Consolidated Balance Sheet December 31,2023 (U.S, dollars in thousands, except per share) Assets Current assets: Cash and cash equivalents $ 5,040 Trade and other receivables, net 78,317 Inventories, net 53,435 Prepaid expenses 8,717 Total current assets 145,509 Property,plant and equipment,at cost 654,679 Less:Accumulated depreciation (342,676 Property, plant and equipment, net 312,003 Goodwill 129,806 Due from parent and affiliates 228,456 Other Assets 573 Total Assets 816,347. Liabilities and stockholder's equity Current liabilities: Accounts payable,accrued expenses and other liabilities 104,741 Total current liabilities 104,741 Other liabilities 9,853 Stockholder's equity: Common stock,at nil par value; 100,000 shares authorized;38,578 shares issued and outstanding - Additional paid-in capital 89,485 Retained earnings 612,268 Total stockholder's equity 701,753 Total liabilities and stockholder's equity 816,347 8 cPM Development Corporation ❑BA ICON Materials CPM ❑evelopment Corporation and Subsidiaries Note to Summarised Financial Information December 31., 2023 Note 2 The preceding financial information has been extracted from the consolidation information for CPM Development Corporation and Subsidiaries as of and for the year ended December 31,2023,as prepared in conformity with International Financial Reporting Standards as adopted by the European Union for the purposes of inclusion in the consolidated financial statements of CRH plc'. For practical purposes the separate financial information included herein in respect of CPM Development Corporation and 5ubsidiaries does not include an allocation for a non-cash charge Sand related deferred tax effect]in relation to IFIRS 2,Share-based Payment.In addition,the tax charge has been calculated using a composite convenience rate of 2S%,representing the aggregate of a 21%federal tax charge and a calculated average 4%state tax rate. GPM Development 9 Corporation ❑BA ICON Materials 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? 7. SIGNATURE 7.1 Dated at this 11th day of April 2024. Name of Organization: CPM [)evg!1ppment Corporation BA ICON Materials By: Mark Eichelberger Title-, Construction Manager 7.2 Mark Eichelberger being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this 11th day of_ Aril , 2024, Notary Public: Wendy Hayes My Commission Expires: 02/01/2025 �\ gf[1i1 g •��1 err 0 U �oT►ar�Y PUBLIC rfrr'r. 1,1401 �Pt/YVA�JN s►'''�d . 11ga 2024 Pavement Preservation/ 41 March 28, 2024 Project Number: 24-3001.1 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 (April 11, 2024), the bidder has not been disqualified from bidding on any public works contract under RCW 39,06.010 or 39.12.065(3). CPM Development Corporation ❑BA ICON Materials Bidder' Busin s Name Signature a -Qu do-rued Official* Mike McBreen Printed Name Vice President Title I I I I ( U�� ❑ate 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 cc-partnership, proposal must be executed by a partner. BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCVV 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 (April 11, 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. CPM Development Corporation DBA ICON Materials Bid u-%I.r ess Na e ig e ofnat r gat oriz d Official* Mike MoBreen Printed Name Vice President Title 4 I 2(;.1 V0 L Val A- ❑ate 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. 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 one hundred sixty (1.60) 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 hid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 50/6 of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s 1 to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: April 11th 2024 CPM ❑ev pment Corporation ❑BA ICON Materials NA� F ❑ R Si ature of Authorized Representative Mark Eichelberger, Construction Manager (Print Name and Title) 1508 Valentine Ave SE Address Pacific,WA 98047-2103 2U24 Pavement Preservation/ 44 March 28, 2024 Project Nurnhev 24-3001.1 PUBLIC WORKS DEPARTMENT Chad Bieren, P.P. Director 400 West Gowe • Kent, WA 98032 KENT Fax: 253-856-5500 W A 5 N 1 H O T O H PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON 2024 Pavement Preservation Project Number: 24-3001.1 ADDENDUM No. 1 April 5, 2024 FROM: The Office of the City Engineer, Kent Washington To: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE REFLECTED IN RED I — BIDDER'S DOCUMENTS The following changes are included in the attached replacement pages 7-38 of the Bidder's Document. Bidders mm use the replacement pages. SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL No. NO. QUANTITY PRICE AMOUNT 404S 2-9-2 S 1 Re pe al e€ i�tirig �t- $ $ K-SP L-Nei-P--SA44 Gr-e�ind Flas#er-s Per-LS 1095 5.04.5 � HMA Class 1/2", PG 58V-22 $ $ KSP 1,200 Per TON TONS 1100 5-04.5 3-,-789 HMA for Full Width Overlay $ $ * KSP 1,800 Class 1/2", PG 58V-22 Per TON TONS CpM p-'+'A"'--.,meet corpoiwOn DRA ICON 'lAu�" ",7113 1110 5-04.5 3,00 Planing Bituminous Pavement $ $ * KSP 10,000 Per SY SQ YDS 1170 8-14.5 15 Cement Concrete Sidewalk $ $ * KSP EACH Ramp Type Parallel A Per EA 1255 2-09.5 160 Shoring or Extra $ $ WSDOT SQ FT Excavation Per SF Class B 1515 8-22.5 1,100 Plastic Crosswalk Line $ $ * WSDOT SQ FT Per SF 1525 8-22.5 200 Plastic Stop Line $ $ KSP LN FT (24 Inch Wide) Per LF SCHEDULE II - STREETS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2040 8-09.5 1 Removal of Raised $ $ KSP LUMP SUM Pavement Markers and Per LS Painted and/or Thermoplastic Traffic Markings 2045 2-02.5 1 Removal of Existing In- $ $ KSP LUMP SUM Ground Flashers Per LS 2223 7-04.5 1 Replace Existing Catch $ $ KSP EACH Basin Grate with ADA Per EA Compliant Grate 2271 8-20.5 1 Remove and Replace Type $ $ KSP EACH 1 ]unction Box Per EA CPM Deer_,, -.: unt I Corporac:,jn 2272 8-20.5 1 Relocate Existing Flashing $ $ KSP EACH Beacon Sign and Per EA Foundation 2290 8-21.5 1 Relocate Existing Sign $ $ * KSP EACH Per EA 2402 7-04.5 11 PVC Sturm Sewer Pipe, 6 $ $ KSP LN FT Inch Diameter Per LF 2403 8-04.5 1 Prefabricated Trench Drain $ $ KSP LUMP SUM System Per LS 2404 8-04.5 2 Remove Existing Yard $ $ KSP EACH Drain Per EA SCHEDULE III -- 132nd Ave SE Improvements ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3170 8-14.5 3 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Parallel A Per EA 3290 8-21.5 1 Relocate Existing Sign $ $ * KSP EACH Per EA 3515 8-22.5 120 Plastic Crosswalk Line $ $ WSDQT SQ FT Per SF 3625 8-22.5 230 Plastic Stop Line $ $ KSP LN FT (24 Inch Wide) Per LF CPM Development Corporation 3 ❑BA ICON Materials 3711 8-20.5 2 Signal Standard Foundation $ $ �f KSP EACH Per EA SCHEDULE IV - RRFB CURB RAMPS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4000 1-09.7 1 Mobilization $ $ WSDOT LUMP SUM Per LS 4005 2-01.5 1 Clearing and Grubbing $ $ WSDDT LUMP SUM Per LS 4020 2-02.5 35 Remove Cement Concrete $ $ KSP SQ YDS Sidewalk Per SY 4025 2-02.5 50 Remove Cement Concrete $ $ * KSP LN FT Curb and Gutter Per LF 4040 8-09.5 1 Removal of Raised $ $ KSP LUMP SUM Pavement Markers and Per LS Painted and/or Thermoplastic Traffic Markings 4050 2-02.5 100 Saw Cut Existing Asphalt $ $ KSP LN FT Concrete Pavement Per LF 4055 2-02.5 50 Saw Cut Existing Cement $ $ KSP LN FT Concrete Pavement Per LF 4095 5-04.5 10 HMA Class 1/2", PG 58V- $ $ * KSP TONS 22 Per TON CPM Development Corporation 4 DBA ICON Materials 4145 8-14.5 10 Cement Concrete Sidewalk $ $ KSP SQ Y©S Per SY 4165 8-14.5 1 Cement Concrete Sidewalk $ $ * KSP EACH Ramp Type Perpendicular Per EA A 4170 8-14.5 2 Cement Concrete Sidewalk $ $ * KSP EACH Ramp Type Parallel A Per EA 4205 8-04.5 100 Cement Concrete Curb and $ $ KSP LN FT Gutter Per LF 4210 8-04.5 60 Cement Concrete Extruded $ $ KSP LN FT Curb Painted White Per LF 4211 8-04.5 50 Pedestrian Curb $ $ KSP LN FT Per LF 4212 8-010.5 4 Plastic Curb with Pylon $ $ * KSP EACH Per EA 4230 7-12.5 3 Replace Existing Vale Box $ $ KSP EACH Top Section and Lid Per EA 4285 8-21.5 2 Remove Existing Sign $ $ KSP EACH Per EA 4290 8-21.5 1 Relocate Existing Sign $ $ * KSP EACH Per EA CPM Development Corporation 5 ❑BA ICON Materials 4295 8-21.5 3 Permanent Signing $ $ KSP EACH Including Post and Per EA Foundation 4370 8-14.5 60 Detectable Warning $ $ KSP SQ FT Surface Per EA 4505 1-10.5 100 Traffic Control Labor $ $ * KSP HOURS Per HR 4510 1-10.5 60 Traffic Control Supervisor $ $ * KSP HOURS Per HR 4520 1-10.5 1 Temporary Traffic Control $ $ KSP LUMP SUM Devices Per LS 4560 5-10.5 1 Traffic Pylon $ $ KSP EACH Per EA 4615 8-22.5 500 Plastic Crosswalk Line $ $ * WSDOT SQ FT Per SF 4625 8-22.5 16 Plastic Stop Line $ $ * KSP LN FT (24 Inch Wide) Per LF 4711 8-20.5 3 Signal Standard $ $ * KSP EACH Foundation Per EA 4800 8- 2 Inlet Protection $ $ 01.5(2) EACH Per EA KSP CPI\A Development {Corporation Schedule IV Total $ DBA ICON Materials 6 BID SUMMARY Schedule I Solid Waste Schedule II Streets-- S 228th St&64th Ave S, S 228th St &Central Ave N,80th Ave S Schedule III 132nd Avenue SE Improvements Schedule IV RRFS Curb Ramps TOTAL BID AMOUNT II - KENT SPECIAL PROVI I NS Page 2-3 - Section 2-02 -- Removal of Structures and Obstructions 2-02.5 Payment REVISE the last paragraph as follows: The unit contract price per lump sum for "Remove Existing In-Ground Flashers" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to excavate and remove, haul, and dispose of the existing pedestrian flashers and associated in-ground facilities as shown on the plans and described in the specifications. Items for removal include, but are not limited to cement concrete casings, steel cans, surface mounted lights, sealed wireways and wires. Coordination with City's Traffic Signal Technicians is incidental to price. Note that a conduit will be installed in place of the wired connection the existing in-ground flashers provides. ADD the following paragraphs to the end of the section as follows: The unit contract price per lineal foot for "Remove Existing Storm Sewer PiRc or Culvert" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm pipe or culvert as shown on the plans and described in the specifications. The unit bid price shall also include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. The unit contract price per each for "R-emgve Existing Yard Drain" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing yard drain and connected drain pipes as shown on the plans and described in the specifications or as directe0dWW1@@MkpWnt • Corporation DBA ICON Materials The unit bid price shall also include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. Page 7-2 - Section 7-04 - Storm Sewers 7-04.5 Payment ADD the following paragraph to the end of the section as follows: The unit contract price per lineal foot for "PVC Storm Sewer Pi Re, G Inch Diameter" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. Page 7-6 - Section 7-05 -- Manholes, inlets, Catch Basins, and Drywells 7-05.5 Payment ADD the following paragraph to the end of the section as follows: a e Existing Catch Basin Grate with ADA Coml2liant Gra " The unit contract price per each for the above item constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install an ADA compliant grate to fit the existing catch basin frame. The price shall include removal and disposal of the existing grate. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. Page 8-13 - Section 8-04 - Curbs, Gutters, and Spillways 8-04.5 Payment REVISE the second paragraph as follows: The unit contract price per each for"Cement Concrete Trench Drain" shall constitute complete compensation for all materials, labor, tools and equipment required to install the trench drains in accordance with the plans, specifications and as directed by the Engineer. This price shall include a 12-inch wide ADA compliant metal grate and applicable frame embedded into the cement concrete. Grates shall be +2 it-feet long at each location. Grates shall be Iron Age Designs "Oblio" pattern (raw finish), Urban Accessories "Jamison" pattern (raw finish) or approved equal. Frame shall be embedded into the concrete trench drain per manufacturers recommendation. The trench shall be constructed of cement concrete cl 3000 as shown on the plans and as directed by GPM Development 8 Corpc ration DBA ICON Materials the engineer. The flowline through the trench shall match the existing flowline in the existing gutter to maintain flow. ADD the following paragraph to the end of the section as follows: The unit contract price per lump sum for "'Prefabricated Trench Drain System" shall constitute complete: compensation for all materials, labor, tools and equipment required to install the trench drains in accordance with the plans, specifications and as directed by the Engineer. The price shall include: prefabricated 4" trench drains by Dura Trench or approved equal. Trench drains shall have a minimum 6" invert and shall be oriented towards new PVC drainage pipe. The system shall include a Dura Trench outlet fitting, or approved equal to transition to 6" PVC storm drain pipe. The price shall also include improved metals grates. Grates shall be Iron Age Designs "Oblio" pattern (raw finish) or approved equal and sized to match manufacturer's recommendations. The price shall include all connections to new and existing storm systems as shown on the plans and as directed by the Engineer. Page 8-15 -- Section 8-10 - Guide Posts 8-10.5 Payment ADD the following paragraph to the end of the section as follows: The unit contract price per each for "Traffic Pylon" constitutes complete compensation for all materials, labor, anchors, bolts, tools and equipment necessary for furnish and install the traffic pylon as shown on the drawings and in accordance with the Kent Special Provisions. Page 8-24 - Section 8-20 - Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical 8-20.5 Payment ADD the following paragraph to the end of the section as follows: The unit contract price per each for 'Relocate Existing Flashing Beason Sign and Foundation" shall constitute complete compensation for all materials, labor, tools and equipment required to remove existing flashing beacon sign, post, foundation, and associated junction box and to reinstall sign, post, foundation, and junction box at the location shown on the plans or as directed by the engineer. The price shall include all connections to new and existing systems as needed for a fully functional system and coordination with the City's signal engineer and the Engineer. II - APPENDI E Appendix 4 - Traffic Control Plans ADD the twenty-three additional traffic control plan sheets. CPM Development Corporation g DBA ICON Materials IV -- PLANS Sheet 1: Plan Sheets Added to Sheet Index, Sites Added to Vicinity Map Sheet 3: Bid Items List Updated Sheet 4: Bid Items List Updated Sheet 10: Dimensioning for Channelization Updated Sheet 16: Northwest Curb Ramp Design Updated to Include Trench Drains, Pavement Markings Updated Sheet 17: Trench Drain Grates Length Extended Sheet 19: Sign Schedule Updated Sheet 22: Trench Drain Grates Length Extended Sheet 26: Removal of In-Ground Flashers Added, Installation of Conduit Added, Relocation of Existing Flashing Beacon Sign Added Sheet 30: Southwest Curb Ramp Design Updated Sheet 34: Sheet Number Changed Sheet 35: Additional Pavement Markings Added, Sheet Number Changed Sheet 43-44: Additional Sheets Including Curb Ramp Improvements Added END OF ADDENDUM No. 1 ;,1A Chad Bieren, P.E. Date Public Works ❑irector Attachments: Proposal pages: 7-38 Traffic Control Plans: 1-23 Plan Sheets: 1, 3, 4, 10, 16, 17, 19, 22, 26, 30, 34, 35, 43, 44 s CPM development Corporation 1.0 ❑BA ICON Materials BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, CPM Development Corporation DBA ICON Materials , as Principal, and Fidelity & Deposit Company of Maryland , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sure of Five Percent of Total Bid Amount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for 2024 Pavement Preservatiwon/Project Number: 24- 3001.1 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 11th D►�Y OF Aril 2024. CP v Ent poration❑BA 1 0 aterials IN IP Mark Lichelberger Fidelity&Deposit company of MJnc 4RETY Attorney-in-Fact Kristin Portillo �o Received return of deposit in the sum of $ 2024 Pavement Preservauon/ 45 March 28, 2024 Pio3eci Number: 24-3001.1 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY ANT)S11RETY COMPANY.a corporation of the State of Illinois.and 1he FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois(herein collectively called the"Companies"),by Robert D. Murray,Vice President,in pursuance of authority granted by Article V,Section&,of the By-Laws of said Companies,which are set forth on the reverse side hereof and arc hereby certified to he in full force and effect on the date hereof,do hereby nominate,constitute,and appoint Kristin PORTILLO,Susan L.DEVANEV and Mark EICHELBERGER,all of Pacific,Washington,EACH,its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed,any and all bid bonds issued on behalf ofCPM DEVELOPMENT CORPORATION dba ICON MATERIALS,Pacific, Washington,each in a penalty not to exceed the sum of S1,4U0,000,and the execution of such bid bonds in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills,Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V.Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WEEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 25th day of January,A.D.2021 ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND `y111NlllflN 1,4r111 Nlllryf� �,rfNo •.�1 N N,� �,,td'�ya/y�4w ' IMB � p�yCo s iopF4�m$ v F $ Il1l� u.�7t '�C By: Hobert D.MurraySEAI � �_ z � Vice President 3qy ,P' �'ryy�Yy rylµt,4� N+HfI111nH1N fr.l r,leltir'1 f 11ri -- By: Du non E.Brown Secretary State of Maryland County of Baltimore On this 25th day of January, A.D.2023, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D. Murray,Vice President and Dawn E.Brown,Secrelary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of some.and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seats affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seats and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY Wl-IEREOF,l have hereunto set my hand and affixed my Official Seal the day and year first above written. dll oein"Fa,r 4 pyy F�a aelhca Nolary FkiWpe My Cu ikPw5 ion EYpirms 5eplemher 31i,1023 Authenticity of this baud can be confirmed at bondvandator.xu rich na.com or 4I0-559-8790 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 persons), 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. AN❑ MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work ❑f this project, I will pay each classification of laborer, workman, or mechanic employers 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. 2024 Pavement Preservation Project Number: 24-3001.1 NAME OF PROJECT CPM Development Corporation DBA ICON Materials NAME OF OIDDER`S FIRM Mark�ichef�erger PG1441PRE OF-AtYTHORIZED REPRESIENTATIVE ❑F BIDDER 2024 Pavement Preservation/ 46 March 28, 2024 Project Nurnher: 24-3001.1 This change order form is for example purposes only. By submitting a bid the bidder agrees to be bound by the terms of this chancie order form for an change orders. CHANGE ORDER NO. [Enter # 11 2. 3,, etc,] NAME OF CONTRACTOR: (Insert Company Namel ("Contractor") CONTRACT NAME & PROJECT NUMBER:VInsert Name of Original Contract & Proj.ect #, if applicable] ORIGINAL CONTRACT DATE: [Insert Date Original Contract was Signed This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section 1 of the Contract is hereby modified to revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time For performance provisions of Section 1 of the Contract are also modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ GPM Development. Corporation ❑BA ICON Materials 2024 Pavement Preservation/ 47 March 28, 2024 Project Nuryiber: 24-3001.1 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change Order working days 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 coveted 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: 13y: 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 Player's signature requiter') Kent Law Department r M Develeprn&0 Corporation 2024 Pavement Preservation/ 48 ICON Mai.er1r-.i, March 28, 2024 Project Number: 24-3001.1 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 ....................❑ Orderof Contents.................................................................................❑ Invitation to Bid...................................................................................❑ Contractor Compliance Statement........................................................❑ Date.........................■......................■...........................................❑ Have/have not participated acknowledgment.............................13 Signature and address ................................................................❑ Declaration - City of Kent Non-Discrimination Policy...........................1771 Date and signature .....................................................................❑ Administrative Policy...........................................................................❑ Proposal...............................................................................................❑ Firstline of proposal - filled in ...................................................❑ Unitprices are correct ................................................................0 Bid the same unit price for asterisk (*) bid items.......................❑ Minimum bid prices are correct...................................................❑ Subcontractor List (contracts over $1141 -- HVAC, Plumbing, &Electrical)............C] Subcontractors listed properly....................................................❑ Signature .................0.................................................................❑ Subcontractor List [contracts over$1M - Structural Steel & Rebar Installation)..❑ Subcontractors listed properly....................................................❑ Dateand signature .....................................................................❑ Contractor's Qualification Statement ...................................................❑ Complete and notarized ..............................................................❑ Statement that Bidder Has Not Been Disqualified ................................10 Certification of Compliance with Wage Payment. Statutes....................❑ Proposal Signature Page......................................................................❑ AllAddenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form .....................................................................................❑ Signature, sealed and dated .......................................................❑ Power of Attorney.......................................................................0 (Amount of bid bond shall equal 5% of the total bid amount) Combined Declaration Form .................................................................❑ Signature ....................................................................................El ChangeOrder Form (Example).............................................................❑ Bidder's Checklist ................................................................................❑ The following forms are to be executed after the Contract Is awarded: 100) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To he executed by the successful bidder and its surety company. CPM Development • Corporation 4 2024 Pavement Preservation/ 49 DBA ICON Materials March 28, 2024 Project Number: 24-3001.1 CPM DEVELOPMENT CORPORATION �� r�►r+satcnsa aoc� CERTIRCATE Or,AUTHORITY Please be advised,that the Individuals whose names,titles and signatures appear below are authorized To execute proposals,contracts,bonds,and other documents and/or instruments on behalf of CPM U01 Development Corporations,dba ICON Materlals.ICON Materials is a CPM Development Corporation trade name. cr�rrw+a.pRe-Mix -S' = t re Name and Title Michael McBreen,Vice President (�J r p��1 fi • Mark Eichelberger,Construction Manager ' Christopher Williams,Operations Manager HELENA SAND &GRAVEL I Cmgm Nv Respectfully submitted, 14000 R CPM DEVELOPMENT CORPORATION Susan L.Devaney Assistant Treasurer&Assistant Secretary STATE OF WASHINGTON } } ss. COUNTY OF SPOKANE ) On this day personally appeared before me Susan I.. Devaney, known to the to be the person that executed the foregoing instrument, on behalf of CPM Development Corporation, dlbla ICON Materials and acknowledged said instrument to be the free and voluntary act of said Corporation for die uses and purposes therein r: mentioned. ACNO SUBSCRIBED and sworn to before me this�day of )JD 9(2022. ��I .r, - Imaw Signature of Notary MICHELL,E Ni WELCH OTARY PUBLIC COMM.EXPIRES NOV.7,2C nt or Type Name vf.Notary STATE OF WASHINGTON NOTARY PUBLIC in and for the State of Washington COMMISSION NO.7$43I Residing at S 6gj&jz w _-- My Commission expires on suv.r!►.nd WEHA NEE SAW)ACANCOMPAW a 6iU7VF1 An Equal Opportunity Employer 5111 E.Broadway,Spokane Valley,WA 95212 P.O.Box 3366.Spokane WA 99220-3366 Mice:(509)534-6221 a Fax:(509)536-3051 Docu5ign Envelope 1D:❑AOE3869-5260-4946-9213-96760637D2C4 40 PAYMENT AND PERFORMANCE BOND KEri1T TO CITY OF KENT K.., EXECUTED IN DUPLICATE Bond No.9455305 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, CPM development Corporation DBA ICON Materials as Principal, and Fidelity and Deposit Company of Maryland Illinois a Corporation organized and existing under the laws of the State of Washingto , as a Surety Corporation, and qualified under the laws of the State of Washington to 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 4,771,29i3,iJ0 , together with any adjustments, up or dowry, 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. 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 Pavement Preservation/Project Number: 24-3001.1 (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 why 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 harmiess 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 fo-ce 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. 2024 Pavement Preservation/ 5.9 April 17, 2024 Project dumber: 24-3001.1 DocuSign Envelope ID:OAOE3B69-526U-4946-9213-96760637D2C4 WI 'NE5c. 5: GPM Development Corporation ❑BA ICON Materials PRINCIPAL { r principal's name ag e) aY: Tyler Townsend TME: Construction Manager DATE; �� I3y DATE: *V /It7- CORPORATE SEAL: Kristin Portillo PRINT NAME DATE: Fidelity and Deposit Company of Maryland I 1 SURETY CORPORATE SEAL: BY: 1` DATE: April26th,2024 TITLE: Misty Wilt,Attorney-In-Fact ADDRESS: 175 Berkeley St. Boston,MA 02116 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Mark Eicheiberger Who signed the said bond on behalf of the Principal CPM Development Corporation DEA.ICON Materials 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. 0ocu51gnedby, Cd SE Qf'4�iMn ASSISTANT SECRETARY-- 2024 Pavement Preservattan! 56 April 17,2024 Project Number; 2-4-3001,1 Misty Witt Assistant Vice President-Surety Marsh USA I e. 500 Dallas Street,5TE 1540 MARSH Houston,TX 77002 832-775-0287 M i sty.wi tt@ m a rs h.corn www.rnarsh.com April 24, 2024 City of bent 400 West Gowe Kent, WA 98032 Subject: CPM Development Corporation dba Icon Materials; Bond No. 9455305 TO WHOM IT MAY CONCERN: We hereby give our authorization to date the above referenced Performance and Payment bonds for 2024 Pavement Preservation/Project Number: 24-3001.1; and attached Power of Attorney to correspond with the date of the agreement. Sincerely, �r Misty Witt, Attorney-In-Fact Fidelity and Deposit Company of Maryland Q,P Qy" 2q��o� MARSH&McLENNAN SOLUTIONS...DFFiNED,❑ESIGNED,AND DELIVERED. COMPANIES ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS;That the ZURICH.AMERICAN INSURANCE COMPANY,a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a cnrl-nration of the State of Illinois (herein collectively called the "Curnpanies")• by Robert D.Murray,Vice President, in pursuance of authority granted by Article V.Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and tyre hereby certified to be in full farce: and effect on the date hereof, do hereby nominate, constitute, and appoint Mlsty Wilt , its true and lawful agent and Attorney-in-Fact,to make, execute,seal and deliver, for, and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies, as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills. Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own properpersons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V.Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 29th day of January.A.D.2024. ATTEST: ZURIC]I AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND ,p}p 114 efrN ,1,41Uri N,4 ,Hippliq +�,��'c`'Gg:.ilalry�,,$i t�'�yy11H8� ry�4 15 GOg4r i W _ p �� POF7� aP��",P�R •'s AL 1p� SEAL ;- _ SEA- By: Roger[D. Mrfrrap �3�••.......r•.�, i;' ' d;I O ��'�.,•�89a Vice (} �r�N qi a •I'r�7ryn ��i1 •`.................r (�esrdenI gr,li null By: Dawn E.Brown Secrelaty State of Maryland County of Baltimore On this 29th day of January, A.D. 2024, before Ilte subscriber, a Notary Public of the State of Maryland, duly Commissioned and qualified, Robert D,Murray,Vice President and Down E.Brawn,Secrehtry of the Companies,to me pe-iwnally known to be the individuals and officers described in and who executed the preceding inylnnnent,and acknowledged the execution of snme,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid, and that tlw seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and tine signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I]lave hereunto set my hand and affixed my OtTtcini Seal the day and year first above written. Genevieve M. Mai.son GENEVIEVE M.MAi N =" �va�•ti �_ NUTARYPUBUC LALTIMCREGOUNTY htp '•.�ORFC. .'� k,V Carinrssr:n Eodros ANLARY 27.2 rr„I,,I,I. EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Sect-ion S,Attoraae s-in-Fart. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute Bands, policies, recognizances, stipulations, undertakings, ❑r other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-Fact to affix the corporate seal thereto;and.may wilt or without cause modify of revoke any such appoin tin enl or authority at any tune.° CERTIFICATE 1, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is sill in force. This Power of Attorney and Certificate may be signed by Facsimile under and by authority a the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 150h day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile oat any Power of Attorney...Any such power or any certificate thereof bearing such faesimile signature and seal shall be valid and binding on the Company," This Power of Attorney and Certificate may he signed by facsimile under acid by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following 1'eSONLion of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeing duly called and held on the loth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President,Secretary,or Assistant Secretary of the Company, wheilicr made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by die Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I TEST[MONY WHEREOF,I have hereunto subscribed niy mane and affixed tile corpm-ate seals of the said Companies, this 24th dray of April 2024 ••�1�Nsual�fry..ry .p,,ji11'HI10f, •,1lulula.Ow rT . I%coo, v PR �.`z :�f�FAL %pOR9�l o Y o� r = r'SCAI =4 CSrPILm �' _ `� 3= f sy:5;...,,...+fF Ya sf �'•':ti:..�Via' y ruc�, 40 ,I'41ry11111111:1n� 11151•:f 4jfrfl lli illinlA Thomas 0. McClellan Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way_ Schaumburg,IL 60196-1456 www.re ortsfclainis i&zLiric nn;a.com 804-626-4577 ❑ocusign Envelope ID:DAOE3B69-5260-4946-9213-96760637D2C4 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, it corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYL ANO t< corporation of the State of Illinois (herein collectively called the "Companies"), by Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section S,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force.and effect on the date hereof, do hereby nominate, constitute, and appoint Misty Wtft , its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf ass surety, and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall he as binding upon said Companies, as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills; Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true:copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 29th day of January; A.D.2024, ATTEST. ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND J yl u rr,rrr , N,II rW9 w' 4 r '. dri rrrr. J r '•�.... .; ? HC[]nlpry ' cSIAL� �F zt SEALm SEALjj �"y} g By: Rabere D.Mnrrny ,,.,r �?.• _ •;"° r Vice President prrr„, „H•' r kwroR� r 4 rrr rryil litlN � I11 ��r/f1rIIII,raS�N r.... By. Dawn E.Brown Secretary State of Maryland County of Baltimore On this 29th day of January, A.D. 2024, before The subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Robert D. Murray,Vice President and Dawn E.Browny Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of some,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding insmunent are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,l have hereunto set my hand and affixed my Official Seal the day and year first above written. Genevfevo A-Mai.-on II �yrGVE At GEIUEMEVB M.MAISOM fi IICTARY PUDUC 6ALTN RECOUNTY h10 y NN rlyCcnmiracnr JAPdA adres. ARY2%2CA rrr,i'-wow ❑ocu5ign Envelope ID:DAOE3B69-5260-4946-9213-96760637D2C4 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,_Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances,stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto,and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and 1 do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the l5th day of December 1999. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney—Any such rower or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the fallowing resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duty called and held on the 10th day of May, 1990. RESOLVED: 'That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President,Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 26th day of April ,2024 . ay:�nu�yf �roi�8rricn ,„, ?` �fN pR4h`�u ; Q�pRe oQ4yWRy �'s SFrALr � aSFAL" 'r GSFAL �' _� �_ sb �+3 �F =� �ep w��'r � [, dry: •.�,�;:r �N!!"fliinplU� �"1�i}��n�� 7•4ryIIIIIIM"A` Thomas O.McClellan Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way Schaumburg,M 60196-1056 www.rel�nr�sfclaimsu+curicima.com 800-626-4577 RELEASE OF RETAINAGE BOND Band Number: 9455308 KNOW ALL NEN BY THESE PRESENTS,that we CPM Development Corporation dba Icon Materials as Principal,(the"Principal"),and Fidelity and Deposit Company of Maryland,a corporation organized under the laws of the State of Maryland as Surety,(the"Surety"),are held and firmly bound unto City of Kent as Obligee,(the"Obligee"),in the penal sum of Pour Million Seven Hundred Seventy One Thousand Two Hundred Ninety Six Dollars and 001100--------------------------------_--------- Dollars($4,771,296.00 J, which is 5%of the Principal's bid less$10,000 held as cash retainage for the payment of which sum well and truly to be made,the Principal and the Surety,bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally, firmly by these presents. WHEREAS,the Principal has by written agreerr.ent dated entered into a Contract(the"Contract") with the Obligee for 202+4 Pavement PreservationlProject Number. 24-3001.1 which Contract is by reference made a part hereof. NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION IS SUCH,that the Surety is held and bound unto the Obligee in the penal sum of 5%of the final contract cost,which shall include any increases due to change orders,increases in quantities of work or the addition of any new item of work less$10,000 held as cash retainage. If the Principal shall indemnify and save harmless the Obligee against loss to which the Obligee may be subject by reason of the Obhgee's release of retainage relating to the above described Contract,then this obligation shall be null and void;otherwise to remain in full Farce and effect, PROVIDED AND SUBJECT TO THE CONDITIONS PRECEDENT: 1. No right of action shall accrue on this band to or for the use of any person or corporation other than the Obligee named herein ❑r the heirs,executors,administrators or successors of the Obligee. 2. The Surety hereby waives notice of any alternation or extension of time made by the Obligee. 3. The liability of the Surety hereunder shall not exceed 5%of the total amount earned by the Principal if no monies are retained by the Obligee an estimates during the progress of construction. 4. Any claim must be presented in writing to Zurich Surety Claims, 1299 Zurich Way,Schaumburg IL 60196-1055. DATED as of this 24th day of April 2024 GPM Deyjylopment Corporation diva 1_qpKMateria1s WiTNESSJATTE T: (Seal) By: Na e: KVI-r- E'►kttL- Title: L6NVTV*VnN PAAWfbible- Fidelity and Deposit Company of Maryland (Seal) By: Misty Witt U Attorney-In-Fact ZURICII AMERICAN INSURANCE COMPANY COLON[AL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York, flip COLON LAL AMERICAN CASUALTY AND SURETY COMPANY, a co_)oration or the State of Illinois,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a col-pprsrtinn of the State of Illinois (herein collectively called the "Companies"), by Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby notninale, constitute, and appoint Mlsty Witt , its true and lawful agent and Attorney-in-Fact,to make, execute,seal and deliver, For,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds cr undertakings in pursuance of these presents,shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and ncknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at. its office in Owings Mills, Maryland., and the regularly clectLd officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said V ice President does hereby ccrti ry that the extract set forth on the reverse side hereof is a true copy of Article V,Section$,of the By-Laws of said Companies,and is now in Force. IN WITNESS WHEREOF, the said Vice-President lists hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN iNSURANCE COMPANY, COLONIAL. AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 29th day of January, A.D. 2024. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND �a��asuatly`r'r ,nuirirryy y ��.'4 ��•�rNSuq��^"py ••"ass Ga.r+�y�'�W, axc'OSEAL`n n= _ ��'❑45EAL�19�_ ? � SEAL m - _s 1 By: Raherr D.Mari cry Vice Presidenr "y r rr nti ' ° ii yam µ [ nr,p.u.r.. to - By. Dawn $rpwri .Secretary State of Maryland County of Baltimore On (his 24th day of January, A.D. 2024. before the subscrilxr, a Notary Public of the Stale of Maryland, duly commissioned and qualified, Robert D, Murray,Vice President and Dawn E.Brawn,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of saint:,acid being by me duly swtrrn,deposeth and saith,that Itefshe is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and dircclion of the said Corporations. IN TESTIMONY WHEREOF,'I have hereunto set my hand and affixed my Official Seal the day and year first above written. Genevieve A Ma1.son ti ro''tp� -n OrMEVIEVE M.MAISQN °rtaL:t .zy k0TARMPU9UC � p 171ALT MCK COUNTY,Nit) ;.�Ff i'"VS".Il WCoi MmnE)dresJANLARt'21r2025 f.�„';.•' EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorne s-in-Fnct. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, politics, recognizances, stipulations, undertakings, or other like instruments an behalf of the Company, and may authorize any officer or any such attorricy-in-fact to affix true corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE 1, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate,and 1 do further certify that Article V,Section S,of the By-Laws of the Companies is still in Force. This Power of Attorney and Certificate may be.signed by facsimile under and by authority of the following resolution of the Board OF Directors ofthe ZUR1CH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th clay of December 1998. RESOLVED: "That the signature of the Pre_.6dent or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorncy.,.Any such Power or any certificate thereof bearing such 6csimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by Facsimile under and by authority of the fallowing resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY tit it meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the lllth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary,or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of Tiny power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect a$though manually affixed. IN TESTIMONY WI-IEREOF,I have hereunto subscribed my name and affixed dic corporate sluts of the said Cornpanics.. this 24th day of April 2024 t u,tl4f IIIIIlr�Yrr N„14f IIIl llrrrr •i51 , yglliHY d�,{y pH IN9y gLl c 11 y SEAL k ! -� •cy�'�H k�brllll lllillUl�,HA y,Rlril I1f 111111d �pr111I11111.�I�aAa Thomas 0.McClellan Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Ctaims 1299 Zurich Way Schaumburg, IL 60196-1056 www.reportsrclains(Zbzuriclina.com 800-626-4577 CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and _ C P M ❑evelopment Corporation ❑BA ICON Materials organized under the laws of the State of Washington , located and doing business at 1508 Valentine Ave SE, Pacific,WA 98047-2103 ("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: 2024 Pavement Preservation/Project Number: 24-3001.1 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 2424 WSDOT Standard Specifications including the latest amendments issued by WSDDT 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 one hundred sixty (160) 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, is4,77 Z96. 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. 2024 Pavement Preservation/ 52 March 28, 2024 Project Number: 24-3001.1 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 COIITRACTOR'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 tent-iination 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. 202f► Payment i,rmrvetkiaw 13 Apn1 I?j 2024 pluiect Member 24-3001.1 CITY OF KENT B 7y. DaAr�_� DANA RALPH, MAYOR DATE: 05/21/2024 ATTEST: KIMBERLEY M O6TO, CLERK APPROVED A5 TO FORM: )IN-0�_W EPARTMENT CONTRACTOR BY. PRINT NAME: Mark Eichelherger TITLE: Construction Manager DATE:April 25th, 2024 - 2024 Pavement Preservation/ 59 April 17, 2024 Project Number: 24-3001.1 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 hereuncer by the Contractor, their agents, representatives, employees or subcontractors. 100. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1. Commercial n r I LialAlity insurance shall be written on ISO occu-rence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and n the aggregate for each 1 year policy pericd. This coverage may be ar�y combination of primary, umbrella or excess Lability coverage affording total liability limits of not less than $3,000,000 per occurrence and n 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 I50 form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactors 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' Qmponsation coverage as required by the Industrial Insurance laws of the State of Washington, 8, Minimum Amounts of insurance Contractor shall maintain the following insurance limits: 1. m r ll Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each I 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. 2029 Pavement Preservation! 50 April 17. 7024 Project Number; 2e•3001.1 EXHIBIT A (Continued) 1. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $:1,OOO,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or by 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 Certif icate of In5uran-c-e. Thy} 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. L. 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 :he 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. rnza Pavement PreservatlorY 61 AIJil i/, 10/4 Project Number: 2z.3001 EXHIBIT A (Continued) 100. Acceptability of Insul-ers InWranre is to be placed with insurers with a current A.M. Best rating of not less than ANII, 100. Verification of Coverage Contractor shall furnish the City with original certificates and a copy cf the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of tine Contractor before commencement of the work. WO. 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 4ontractor. 2024 Pavement f reservatwfv 52 npzrr i 1, 2024 Project Number 7,(•3001.1 75/10/2024 E(MMIDDYYY) A�" CERTIFICATE OF LIABILITY INSURANCE IY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Valerie Reece Libert Mutual Insurance Co. National Insurance East PHONE FAX 500 Ny3rd St, Suite 300 A/C No Ext: 513-867-3822 A/c No: E-MAIL Wausau,WI 54403 ADDRESS: Oldcastle.certs Libert Mutual.com INSURER(S)AFFORDING COVERAGE NAIC# www.LibertyMutual.com INSURERA: Liberty Mutual Fire Insurance Company 23035 INSURED INSURERB: Liberty Insurance Corporation 42404 CPM Development Corporation (120-PAC) DBA ICON Materials INSURERC: 1508 Valentine Avenue SE INSURERD: Pacific WA 98047-2103 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 79955947 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 EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DDIYYYY MM/DD/YYYY A �/ COMMERCIAL GENERAL LIABILITY / `/ TB2-C81-004095-113 9/1/2023 9/1/2024 EACH OCCURRENCE $2,000,000 CLAIMS-MADE ✓ XCU Coverage Included OCCUR PREMISESDAMAGETO EaRENTED occurrence $300,000 ✓ Primary/Non-Contributory MED EXP(Any one person) $50,000 ✓ Separation of Insured PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $10,000,000 POLICY ✓� JE� LOC PRODUCTS-COMP/OP AGG $10,000,000 OTHER: $ A AUTOMOBILE LIABILITY ✓ ✓ AS2-C81-004095-123 9/1/2023 9/1/2024 EeaBINED cccdentSINGLELIMIT $2000,000 ANY AUTO BODILY INJURY(Per person) $ A ✓ OWNED SCHEDULED AS2-C81-054502-523 9/1/2023 9/1/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS Physical Damage only: PROPERTY DAMAGE HIRED NON-OWNED y g y Per accident $ AUTOS ONLY AUTOS ONLY Comprehensive Ded$10,000 Collision Ded$10,000 $ A UMBRELLALIAB �/ OCCUR TL2-681-054523-923 9/1/2023 9/1/2024 EACH OCCURRENCE $1,000,000 ✓ EXCESS LIAB CLAIMS-MADE (General Liability) AGGREGATE $1,000,000 DED RETENTION$ Products/Completed Op $1,000,000 B WORKERS COMPENSATION ✓ PER OT - WA7-C8D-004095-023 9/1/2023 9/1/2024 �/ STATUTE EERH AND EMPLOYERS'LIABILITY Y/N All except OH, ND,WA,WY ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NI N/A B (Mandatory in NH) WC7-C81-004095-013 9/1/2023 9/1/2024 E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below WI MN E.L.DISEASE-POLICY LIMIT 1 $1,000,000 A Washington Stop Gap ✓ ✓ TB2-C81-004095-113 9/1/2023 9/1/2024 BI Each Accident $1,000,000 Employers Liability Coverage BI Aggregate Limit $1,000,000 BI Each Employee $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:2024 Pavement Preservation, Project Number:24-3001.1 --See Additional Remarks Schedule.-- CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE The City of Kent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Gowe ACCORDANCE WITH THE POLICY PROVISIONS. Kent WA 98032 AUTHORIZED REPRESENTATIVE ) Valerie Reece ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 79955947 18-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 1 of 21 AGENCY CUSTOMER ID: 8-004095 LOC#: ACOOR o ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED IT PM Devenent Liberty Mutual Insurance Co.National Insurance East DBA ICONIMpaterialsorporation(120 PAC) POLICY NUMBER 1508 Valentine Avenue SE Pacific WA 98047-2103 CARRIER 7_1C CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE:Certificate of Liability(03/16) HOLDER: The City of Kent ADDRESS:400 West Gowe Kent WA 98032 RE: 2024 Pavement Preservation, Project Number: 24-3001.1. The City of Kent, their Agents, Representatives, Employees and Subcontractors are listed as additional insured with regards to the general liability policy for ongoing and completed operations, automobile liability, and excess liability policies, on a primary and non-contributory basis, where required by written contract. Waiver of subrogation is included in favor of the additional insured, where required by written contract, and where applicable by law. 30-day Notice of Cancellation. Excess liability follows form over the general liability. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ADDENDUM 79955947 18-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 2 of 21 Policy Number: AS2-C81-004095-123, AS2-C81-054502-523 Issued by: Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED - NONCONTRIBUTING This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIERS COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage form. Schedule Name of Person(s) or Organizations(s): Any person or organization where the Named Insured has agreed by written contract to include such person or organization Regarding Designated Contract or Project: Any Each person or organization shown in the Schedule of this endorsement is an "insured"for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. The following is added to the Other Insurance Condition: If you have agreed in a written agreement that this policy will be primary and without right of contribution from any insurance in force for an Additional Insured for liability arising out of your operations, and the agreement was executed prior to the "bodily injury" or "property damage", then this insurance will be primary and we will not seek contribution from such insurance. AC 84 23 08 11 ©2010, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 79955947 18-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 3 of 21 POLICY NUMBER: AS2-C81-004095-123, AS2-C81-054502-523 COMMERCIAL AUTO CA04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respectto coverage provided by this endorsement,the provisionsof the Coverage Form apply unless modified by the endorsement. SCHEDULE Name(s) Of Person(s) Or Organization(s): Any person or organization for whom you perform work under a written contract if the contract requires you to obtain this agreement from us, but only if the contract is executed prior to the injury or damage occurring. Premium: $ INCL Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident' or the "loss" under a contract with that person or organization. CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 79955947 8-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 4 of 21 POLICY NUMBER AS2-C81-004095-123 COMMERCIAL AUTO CA99481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. POLLUTION LIABILITY - BROADENED COVERAGE FOR COVERED AUTOS - BUSINESS AUTO AND MOTOR CARRIER COVERAGE FORMS This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. Covered Autos Liability Coverage is changed as "Covered pollution cost or expense" does not follows: include any cost or expense arising out of the 1. Paragraph a. of the Pollution Exclusion actual, alleged or threatened discharge, applies only to liability assumed under a dispersal, seepage, migration, release or contract or agreement. escape of"pollutants": 2. With respect to the coverage afforded by a. Before the"pollutants"or any property in Paragraph A.1. above, Exclusion 13.6. Care, which the "pollutants" are contained are Custody Or Control does not apply. moved from the place where they are accepted by the "insured" for movement B. Changes In Definitions into or onto the covered "auto"; or For the purposes of this endorsement, Paragraph b. After the "pollutants" or any property in D. of the Definitions Section is replaced by the which the "pollutants" are contained are following: moved from the covered "auto" to the D. "Covered pollution cost or expense" means any place where they are finally delivered, cost or expense arising out of: disposed of or abandoned by the 1. Any request, demand, order or statutory or "insured". regulatory requirement that any "insured" or Paragraphs a. and b. above do not apply to others test for, monitor, clean up, remove, "accidents" that occur away from premises contain, treat, detoxify or neutralize, or in owned by or rented to an "insured" with any way respond to, or assess the effects respect to "pollutants" not in or upon a of"pollutants"; or covered "auto" if: 2. Any claim or "suit" by or on behalf of a (1) The "pollutants" or any property in governmental authority for damages which the "pollutants" are contained because of testing for, monitoring, cleaning are upset, overturned or damaged as up, removing, containing, treating, a result of the maintenance or use of detoxifying or neutralizing, or in any way a covered "auto"; and responding to or assessing the effects of (2) The discharge, dispersal, seepage, "pollutants". migration, release or escape of the "pollutants" is caused directly by such upset, overturn or damage. Premium: INCL CA 99 48 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 79955947 8-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 5 of 21 Policy Number: AS2-C81-004095-123, AS2-C81-054502-523, TB2-C81-004095-113 Issued By: Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF-INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Name of Other Person(s)/ Email Address or mailing Number Organization(s): address: Days Notice: Where required by written contract Where required by written contract 90 A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 ©2011, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc. with its permission. 79955947 8-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 6 of 21 744 POLICY NUMBER: TB2-C81-004095-113 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 A. For all sums which the insured becomes legally B. For all sums which the insured becomes legally obligated to pay as damages caused by "occur- obligated to pay as damages caused by rences" under Section I — Coverage A, and for all "occurrences" under Section I — Coverage A, and medical expenses caused by accidents under for all medical expenses caused by accidents Section I — Coverage C, which can be attributed under Section I — Coverage C, which cannot be only to ongoing operations at a single designated attributed only to ongoing operations at a single construction project shown in the Schedule below: designated construction project shown in the 1. A separate Designated Construction Project Schedule below: General Aggregate Limit applies to each des- 1. Any payments made under Coverage A for ignated construction project, and that limit is damages or under Coverage C for medical equal to the amount of the General Aggregate expenses shall reduce the amount available Limit shown in the Declarations. under the General Aggregate Limit or the 2. The Designated Construction Project General Products-completed Operations Aggregate Aggregate Limit is the most we will pay for the Limit,whichever is applicable; and sum of all damages under Coverage A, ex- 2. Such payments shall not reduce any cept damages because of "bodily injury" or Designated Construction Project General "property damage" included in the "products- Aggregate Limit. completed operations hazard", and for medi- C. When coverage for liability arising out of the cal expenses under Coverage C regardless of "products-completed operations hazard" is prov- the number of: ided, any payments for damages because of a. Insureds; "bodily injury" or "property damage" included in the b. Claims made or"suits" brought; or "products-completed operations hazard" will c. Persons or organizations making claims or reduce the Products-completed Operations Agg- bringing "suits". regate Limit, and not reduce the General Agg- regate Limit nor the Designated Construction 3. Any payments made under Coverage A for Project General Aggregate Limit. damages or under Coverage C for medical D. If the applicable designated construction project expenses shall reduce the Designated Con- has been abandoned, delayed, or abandoned and struction Project General Aggregate Limit for then restarted, or if the authorized contracting that designated construction project. Such parties deviate from plans, blueprints, designs, payments shall not reduce the General Ag- specifications or timetables, the project will still be gregate Limit shown in the Declarations nor deemed to be the same construction project. shall they reduce any other Designated Con- struction Project General Aggregate Limit for E. The provisions of Section III— Limits Of Insurance any other designated construction project not otherwise modified by this endorsement shall shown in the Schedule below. continue to apply as stipulated. 4. The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Decla- rations, such limits will be subject to the appli- cable Designated Construction Project Gen- eral Aggregate Limit. CG 25 03 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 2 79955947 8-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 7 of 21 745 SCHEDULE Designated Construction Project(s): All Projects. Information required to complete this Schedule, if not shown above,will be shown in the Declarations. CG 25 03 05 09 ©Insurance Services Office, Inc., 2008 Page 2 of 2 79955947 18-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 8 of 21 POLICY NUMBER:TB2-C81-004095-113 COMMERCIAL GENERAL LIABILITY CG20100413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to 1. All work, including materials, parts or include as an additional insured the person(s) or equipment furnished in connection with such organization(s) shown in the Schedule, but only with work, on the project (other than service, respect to liability for "bodily injury", "property maintenance or repairs) to be performed by or damage" or "personal and advertising injury' on behalf of the additional insured(s) at the caused, in whole or in part, by: location of the covered operations has been 1. Your acts or omissions; or completed; or 2. The acts or omissions of those acting on your 2. That portion of "your work" out of which the behalf; injury or damage arises has been put to its in the performance of your ongoing operations for intended use by any person or organization the additional insured(s) at the location(s) other than another contractor or subcontractor designated above. engaged in performing operations for a principal as a part of the same project. However: C. With respect to the insurance afforded to these 1. The insurance afforded to such additional additional insureds, the following is added to insured only applies to the extent permitted by Section III—Limits Of Insurance: law; and If coverage provided to the additional insured is 2. If coverage provided to the additional insured is required by a contract or agreement, the most we required by a contract or agreement, the will pay on behalf of the additional insured is the insurance afforded to such additional insured will amount of insurance: not be broader than that which you are required 1. Required by the contract or agreement; or by the contract or agreement to provide for such additional insured. 2. Available under the applicable Limits of B. With respect to the insurance afforded to these Insurance shown in the Declarations; additional insureds, the following additional whichever is less. exclusions apply: This endorsement shall not increase the This insurance does not apply to "bodily injury" or applicable Limits of Insurance shown in the "property damage" occurring after: Declarations. SCHEDULE Name Of Additional Insured Person(s) Location(s) Of Covered Operations Or Organization(s): Any owner, lessee, or contractor for whom you have Any location listed in such agreement agreed in writing prior to a loss to provide liability insurance Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 79955947 8-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 9 of 21 POLICY NUMBER: TB2-C81-004095-113 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations Any owner, lessee, or contractor for whom you have Any location listed in such agreement agreed in writing prior to a loss to provided liability insurance Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II - Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following is added to organization(s) shown in the Schedule, but only Section III- Limits Of Insurance: with respect to liability for "bodily injury" or If coverage provided to the additional insured is "property damage" caused, in whole or in part, by required by a contract or agreement, the most we "your work" at the location designated and will pay on behalf of the additional insured is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and included in the "products-completed operations 1. Required by the contract or agreement; or hazard". 2. Available under the applicable Limits of However: Insurance shown in the Declarations; 1. The insurance afforded to such additional whichever is less. insured only applies to the extent permitted This endorsement shall not increase the applicable by law; and Limits of Insurance shown in the Declarations. 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 79955947 8-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 10 of 21 Policy Number: TB2-C81-004095-113 Issued By: Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. OTHER INSURANCE AMENDMENT—SCHEDULED ADDITIONAL INSURED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Name of Person(s) or Organization(s): Any person or organization for which such coverage is required by written contract prior to a loss If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person(s) or organization(s) shown in the Schedule of this endorsement that qualifies as an additional insured on this Policy, this Policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV — Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Conditions will apply. However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured for the same 'occurrence", claim or"suit'. LC 24 20 11 18 ©2018 Liberty Mutual Insurance Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. 79955947 8-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 11 of 21 POLICY NUMBER: TB2-C81-004095-113 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV—Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule below because of payments we make for injury or damage arising out of your ongoing operations or '.your work" done under a contract with that person or organization and included in the"products- completed operations hazard". This waiver applies only to the person or organization shown in the Schedule below. SCHEDULE Name Of Person Or Organization: As required by written contract or agreement entered into prior to loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 24 04 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 1 79955947 8-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 12 of 21 POLICY NUMBER: TL2-681-054523-923 EXCESS LIABILITY CE88291221 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT OF OTHER INSURANCE PRIMARY AND NONCONTRIBUTORY - DESIGNATED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: EXCESS LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: Any person or organization that qualifies as an additional Insured under this Policy. Condition I. Other Insurance under Section VI. Conditions is deleted and replaced by the following: Other Insurance If other insurance applies to a 'loss" that is also covered by this policy, this policy will apply excess of the other insurance, unless the other insurance is specifically written to be excess of this policy. Nothing herein will be construed to make this policy subject to the terms, conditions and limitations of such other insurance. Other insurance includes any type of self-insurance or other mechanism by which an Insured arranges for funding of legal liabilities. However,this insurance will not seek contribution from any other insurance available to an additional insured shown in the Schedule of this endorsement, provided that: 1. The additional insured is a Named Insured on such other insurance; 2. You have agreed in a written contract or agreement with the designated additional insured to provide insurance for that person or organization on a primary or a primary and noncontributory basis and such agreement was made prior to a "loss" covered by this insurance; 3. "Underlying insurance" includes the person or organization as an additional insured; and 4. "Underlying insurance"provides coverage to the person or organization on a primary and noncontributory basis. This endorsement does not change any other provision of the policy. CE 88 29 12 21 ©2021 Liberty Mutual Insurance Pagel of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 79955947 8-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 13 of 21 POLICY NUMBER: TL2-681-054653-443 EXCESS LIABILITY CE88291221 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT OF OTHER INSURANCE PRIMARY AND NONCONTRIBUTORY - DESIGNATED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: EXCESS LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: Any person or organization that qualifies as an additional Insured under this Policy. Condition I. Other Insurance under Section VI. Conditions is deleted and replaced by the following: Other Insurance If other insurance applies to a 'loss" that is also covered by this policy, this policy will apply excess of the other insurance, unless the other insurance is specifically written to be excess of this policy. Nothing herein will be construed to make this policy subject to the terms, conditions and limitations of such other insurance. Other insurance includes any type of self-insurance or other mechanism by which an Insured arranges for funding of legal liabilities. However,this insurance will not seek contribution from any other insurance available to an additional insured shown in the Schedule of this endorsement, provided that: 1. The additional insured is a Named Insured on such other insurance; 2. You have agreed in a written contract or agreement with the designated additional insured to provide insurance for that person or organization on a primary or a primary and noncontributory basis and such agreement was made prior to a "loss" covered by this insurance; 3. "Underlying insurance" includes the person or organization as an additional insured; and 4. "Underlying insurance"provides coverage to the person or organization on a primary and noncontributory basis. This endorsement does not change any other provision of the policy. CE 88 29 12 21 ©2021 Liberty Mutual Insurance Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 79955947 8-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 14 of 21 POLICY NUMBER: TL2-681-054523-923 COMMERCIAL UMBRELLA CU 60 32 09 07 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. GEORGIA CHANGES - CANCELLATION AND NONRENEWAL This endorsement modifies insurance provided under the following: COMMERCIAL UMBRELLA COVERAGE PART EXCESS LIABILITY COVERAGE PART A. Section VI -CONDITION D. Cancellation Paragraph 1. is deleted and replaced by the following: 1. The first Named Insured shown in the Declarations may cancel this policy by mailing or delivering to us advance written notice of cancellation, subject to the following: a. If only the interest of the first Named Insured is affected, the effective date of cancellation will be either the date we receive notice from the first Named Insured or the date specified in the notice, whichever is later. However, upon receiving a written notice of cancellation from the first Named Insured, we may waive the requirement that the notice state the future date of cancellation by confirming the date and time of cancellation in writing to the first Named Insured. b. If by statute, regulation or contract this policy may not be cancelled unless notice is given to a governmental agency, mortgagee or other third party, we will mail or deliver at least 10 days notice to the first Named Insured and the third party as soon as practicable after receiving the first Named Insured's request for cancellation. Our notice will state the effective date of cancellation, which will be the later of the following: (1) 10 days from the date of mailing or delivering our notice, or (2) the effective date of cancellation stated in the first Named Insured's notice to us. B. Section VI—CONDITION D. Cancellation paragraph 5. is deleted and replaced by the following: 5. Premium Refund a. If this policy is cancelled, we will send the first Named Insured any premium refund due. b. If we cancel, the refund will be pro rata, except as provided in c. below. C. If the cancellation results from a failure of the first Named Insured to pay, when due, any premium to us or any amount, when due, under a premium finance agreement, then the refund may be less than pro rata. Calculation of the return premium at less than pro rata represents a penalty charged on unearned premium. d. If the first Named Insured cancels, the refund may be less than pro rata. e. The cancellation will be effective even if we have not made or offered a refund. ©2010 Liberty Mutual Insurance Company.All rights reserved. CU 60 32 09 07 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 1 of 2 79955947 18-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 15 of 21 C. The following is added to Section VI. - CONDITION D. Cancellation and supersedes any provision to the contrary: If we decide to: 1. cancel or nonrenew this policy; or 2. increase current policy premium by more than 15% (other than any increase due to change in risk, exposure or experience modification or resulting from an audit of auditable coverages); or 3. change any policy provision which would limit or restrict coverage; Then: We will mail or deliver notice of our action (including the dollar amount of any increase in renewal premium of more than 15%)to the first Named Insured and lienholder, if any, at the last mailing address known to us. We will mail or deliver notice at least: 1. 10 days before the effective date of cancellation if this policy has been in effect less than 60 days or if we cancel for nonpayment of premium; or 2. 45 days before the effective date of cancellation if this policy has been in effect 60 or more days and we cancel for a reason other than nonpayment of premium; or 3. 45 days before the expiration date of this policy if we decide to renew, increase the premium or limit or restrict coverage. D. The following is added to Section A. -CONDITION D. Cancellation. If notice is mailed, proof of mailing will be sufficient proof of notice. ©2010 Liberty Mutual Insurance Company.All rights reserved. CU 60 32 09 07 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 2 of 2 79955947 18-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 16 of 21 POLICY NUMBER: TL2-681-054653-443 COMMERCIAL UMBRELLA CU 60 32 09 07 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. GEORGIA CHANGES - CANCELLATION AND NONRENEWAL This endorsement modifies insurance provided under the following: COMMERCIAL UMBRELLA COVERAGE PART EXCESS LIABILITY COVERAGE PART A. Section VI -CONDITION D. Cancellation Paragraph 1. is deleted and replaced by the following: 1. The first Named Insured shown in the Declarations may cancel this policy by mailing or delivering to us advance written notice of cancellation, subject to the following: a. If only the interest of the first Named Insured is affected, the effective date of cancellation will be either the date we receive notice from the first Named Insured or the date specified in the notice, whichever is later. However, upon receiving a written notice of cancellation from the first Named Insured, we may waive the requirement that the notice state the future date of cancellation by confirming the date and time of cancellation in writing to the first Named Insured. b. If by statute, regulation or contract this policy may not be cancelled unless notice is given to a governmental agency, mortgagee or other third party, we will mail or deliver at least 10 days notice to the first Named Insured and the third party as soon as practicable after receiving the first Named Insured's request for cancellation. Our notice will state the effective date of cancellation, which will be the later of the following: (1) 10 days from the date of mailing or delivering our notice, or (2) the effective date of cancellation stated in the first Named Insured's notice to us. B. Section VI—CONDITION D. Cancellation paragraph 5. is deleted and replaced by the following: 5. Premium Refund a. If this policy is cancelled, we will send the first Named Insured any premium refund due. b. If we cancel, the refund will be pro rata, except as provided in c. below. C. If the cancellation results from a failure of the first Named Insured to pay, when due, any premium to us or any amount, when due, under a premium finance agreement, then the refund may be less than pro rata. Calculation of the return premium at less than pro rata represents a penalty charged on unearned premium. d. If the first Named Insured cancels, the refund may be less than pro rata. e. The cancellation will be effective even if we have not made or offered a refund. ©2010 Liberty Mutual Insurance Company.All rights reserved. CU 60 32 09 07 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 1 of 2 79955947 18-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 17 of 21 C. The following is added to Section VI. - CONDITION D. Cancellation and supersedes any provision to the contrary: If we decide to: 1. cancel or nonrenew this policy; or 2. increase current policy premium by more than 15% (other than any increase due to change in risk, exposure or experience modification or resulting from an audit of auditable coverages); or 3. change any policy provision which would limit or restrict coverage; Then: We will mail or deliver notice of our action (including the dollar amount of any increase in renewal premium of more than 15%)to the first Named Insured and lienholder, if any, at the last mailing address known to us. We will mail or deliver notice at least: 1. 10 days before the effective date of cancellation if this policy has been in effect less than 60 days or if we cancel for nonpayment of premium; or 2. 45 days before the effective date of cancellation if this policy has been in effect 60 or more days and we cancel for a reason other than nonpayment of premium; or 3. 45 days before the expiration date of this policy if we decide to renew, increase the premium or limit or restrict coverage. D. The following is added to Section A. -CONDITION D. Cancellation. If notice is mailed, proof of mailing will be sufficient proof of notice. ©2010 Liberty Mutual Insurance Company.All rights reserved. CU 60 32 09 07 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 2 of 2 79955947 18-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 18 of 21 NOTICE OF CANCELLATION TO THIRD PARTIES A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule below. We will send notice to the email or mailing address listed below at least 10 days, or the number of days listed below, if any, before cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. Schedule Name of Other Person(s)/ Email Address or mailing address: Number Days Notice: Organization(s): Schedule on file with the Schedule on file with the 90 Company Company All other terms and conditions of this policy remain unchanged. Issued by Liberty Insurance Corporation 21814 For attachment to Policy No. WA7-C8D-004095-023 Effective Date Premium$ Issued to CRH Americas, Inc. WC 99 20 75 ©2016 Liberty Mutual Insurance Page 1 of 1 Ed. 12/01/2016 79955947 18-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 19 of 21 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Not applicable in Alaska, Kentucky, New Hampshire, New Jersey Schedule Any person or organization for which the employer has agreed by written contract, executed prior to loss, may execute a waiver of subrogation. However, for purposes of work performed by the employer in Missouri, this waiver of subrogation does not apply to any construction group of classifications as designated by the waiver of right to recover from others (subrogation) rule in our manual. Where required by contract or written agreement prior to loss and allowed by law. In the states of Connecticut, Florida, Iowa, Maryland, Nebraska and Oregon, the premium charge is 1% of the total manual premium, subject to a minimum premium of$250 per policy. In the states of Alabama, Arizona, Arkansas, Colorado, Delaware, District of Columbia, Georgia, Idaho, Illinois, Indiana, Kansas, Maine, Michigan, Mississippi, Missouri, Montana, Nevada, New Mexico, North Carolina, Oklahoma, Pennsylvania, Rhode Island, South Carolina, South Dakota, Vermont and West Virginia, the premium charge is 2% of the total manual premium, subject to a minimum premium of$100 per policy. In the states of New York and Tennessee, the premium charge is 2% of the total manual premium, subject to a minimum premium of$250 per policy. In the state of Virginia, the premium charge is 5% of the total manual premium, subject to a minimum premium of$250 per policy. In the state of Hawaii, the premium charge is$250 and determined as follows: The premium charge for this endorsement is 1% of the total manual premium, subject to a minimum premium of$250 per policy. In the state of Louisiana, the premium charge is 2% of the total standard premium, subject to a minimum premium of$250 per policy. In the state of Massachusetts, the premium charge is 1% of the total WC 00 03 13 ©1983 National Council on Compensation Insurance. Page 1 of 2 Ed. 04/01/1984 79955947 8-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 20 of 21 manual premium. Issued by Liberty Insurance Corporation 21814 For attachment to Policy No. WA7-C8D-004095-023 Effective Date Premium$ Issued to CRH Americas, Inc. Endorsement No. WC 00 03 13 © 1983 National Council on Compensation Insurance. Page 2 of 2 Ed. 04/01/1984 79955947 1 8-004095 1 AMAT 09.23-09.24 Standard WA Stop Gap I Marshall Johnson 1 5/10/2024 11:28:34 AM (CDT) I Page 21 of 21 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 ......................................................... 1-11 1-07 Legal Relations and Responsibilities to the Public ................ 1-13 1-08 Prosecution and Progress ................................................ 1-19 1-09 Measurement and Payment ............................................. 1-24 1-10 Temporary Traffic Control ............................................... 1-26 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions ............................ 2-1 2-03 Roadway Excavation and Embankment.............................. 2-3 2-06 Subgrade Preparation ..................................................... 2-4 2-07 Watering ...................................................................... 2-4 DIVISION 4 BASES.................................................................... 4-1 4-03 Gravel Borrow ............................................................... 4-1 4-04 Ballast and Crushed Surfacing.......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-02 Bituminous Surface Treatment......................................... 5-1 5-03 Crack and Joint Sealing................................................... 5-4 5-04 Hot Mix Asphalt ............................................................. 5-4 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS.............. 7-1 7-04 Storm Sewers ............................................................... 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells ..................... 7-2 7-08 General Pipe Installation Requirements ............................. 7-6 7-12 Valves for Water Mains ................................................... 7-11 7-15 Service Connections ....................................................... 7-13 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ....................... 8-1 8-02 Roadside Restoration...................................................... 8-4 8-03 Irrigation System........................................................... 8-11 8-04 Curbs, Gutters, and Spillways .......................................... 8-12 8-09 Raised Pavement Markers ............................................... 8-13 8-10 Guide Posts .................................................................. 8-15 8-13 Monument Cases ........................................................... 8-16 8-14 Cement Concrete Sidewalks............................................. 8-17 2024 Pavement Preservation/ April 17, 2024 Project Number: 24-3001.1 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical .............................. 8-20 8-21 Permanent Signing......................................................... 8-24 8-22 Pavement Marking ......................................................... 8-26 8-23 Temporary Pavement Markings ........................................ 8-35 8-24 Gravity Block Retaining Wall ............................................ 8-36 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 ..................................... 9-5 9-29 Illumination, Signal, Electrical .......................................... 9-6 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.............................................................. A-2 TRAFFIC CONTROL PLANS .............................................................. A-3 TRAFFIC CONTROL DEVICES........................................................... A-4 TRENCH DRAIN GRATE INFORMATION ........................................... A-5 KING COUNTY WASTEWATER TREATMENT DIVISION CONSTRUCTION NOTES AND EXISTING FACILITY LOCATIONS ................................. A-6 PREVAILING WAGE RATES.............................................................. A-7 2024 Pavement Preservation/ April 17, 2024 Project Number: 24-3001.1 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 2024 Pavement Preservation/ 1 - 1 April 17, 2024 Project Number: 24-3001.1 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 2024 Pavement Preservation/ 1 - 2 April 17, 2024 Project Number: 24-3001.1 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 2024 Pavement Preservation/ 1 - 3 April 17, 2024 Project Number: 24-3001.1 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. 2024 Pavement Preservation/ 1 - 4 April 17, 2024 Project Number: 24-3001.1 SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 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 "60 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 2024 Pavement Preservation/ 1 - 5 April 17, 2024 Project Number: 24-3001.1 The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. 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. 2024 Pavement Preservation/ 1 - 6 April 17, 2024 Project Number: 24-3001.1 SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 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, the requirements of KSP Section 1-05.8 will prevail. SECTION 1-05.7IS 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, 2024 Pavement Preservation/ 1 - 7 April 17, 2024 Project Number: 24-3001.1 the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No 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. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 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. 2024 Pavement Preservation/ 1 - 8 April 17, 2024 Project Number: 24-3001.1 Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.10 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 2023 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: 2024 Pavement Preservation/ 1 - 9 April 17, 2024 Project Number: 24-3001.1 Burlington Northern Santa Fe (BNSF) Railway: The work on 801h Ave S is adjacent to a railroad spur track operated by BNSF. BNSF has repair work at the spur as well. Contractor shall contact Marshall Flores BNSF Roadmaster at 253-405-5837 to coordinate work with BNSF. Kinci County Metro Bus Coordination: For work near Springwood Park on SE 27611 PI, the contractor shall coordinate their construction work schedule with King County Metro Bus Services as to not disrupt, interfere, or cause delays to each of their respective schedules. The contractor shall notify King County Metro at the contact information provided below, a minimum ten (10) working days ahead of beginning their work to allow King County Metro to provide a temporary relocation of their bus stop. Metro Construction Coordination construction.coord@kingcounty.aov 206-477-1140 Puciet Sound Energy (Gas): Throughout the project locations, PSE will be responsible for adjusting all gas valves within the project areas. The Contractor shall coordinate with PSE during construction. Soos Creek Water and Sewer District (SCWSD) is responsible for adjusting their water and sewer utilities along SE 132nd Avenue SE. The Contractor shall coordinate with SCWSD during construction. Lake Meridian Water District: A number of locations along 132nd and near Springbrook Park will require coordination for replacement of valve box uppers and lids to be supplied by Lake Meridian Water District. Contact Tyler Howard at 253.631.3770 City of Kent Traffic Signal Engineer: The contractor is responsible for installing city owned temporary video detection cameras and new traffic loops at the intersection of 132nd Ave SE and SE 24011 St. The Contractor is also responsible to provide video detection systems for the following locations: 1241h Ave SE and SE Kent-Kangley Rd, 124th Ave SE and SE 2701h St, 641h Ave S and S 2281h St, and Central Ave N and S 2281h St, The contractor shall coordinate with the City's traffic signal engineer to install the temporary video detection cameras prior to saw cutting the existing traffic loops. The adjusting the existing junction box located in the pedestrian island at S 228th St & 64th Ave S will need coordination. SECTION 1-05IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power 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. 2024 Pavement Preservation/ 1 - 10 April 17, 2024 Project Number: 24-3001.1 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 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 2024 Pavement Preservation/ 1 - 11 April 17, 2024 Project Number: 24-3001.1 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. 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: 2024 Pavement Preservation/ 1 - 12 April 17, 2024 Project Number: 24-3001.1 I. 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 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. 2024 Pavement Preservation/ 1 - 13 April 17, 2024 Project Number: 24-3001.1 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 1-07.6 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 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. SECTION 1-07.9(3) SHALL BE DELETED AND REPLACED WITH THE FOLLOWING 1-07.9(3) Apprentices No less than 15 percent of the labor hours performed by workers subject to prevailing wages employed by the contractor or its subcontractors be performed by apprentices enrolled in a state- approved apprenticeship program. Definitions For the purposes of this specification, the following definitions apply: 2024 Pavement Preservation/ 1 - 14 April 17, 2024 Project Number: 24-3001.1 1. Apprentice Utilization Requirement is expressed as a percentage of the project Labor Hours performed by Apprentices. 2. Labor Hours are the total hours performed by all workers receiving an hourly wage who are directly employed on the project site including hours performed by workers employed by the prime Contractor and all Subcontractors. Labor Hours do not include hours performed by foremen, superintendents, owners, and workers who are not subject to prevailing wage requirements. 3. Apprentice is a person enrolled in a State-approved Apprenticeship Training Program. 4. State-approved Apprenticeship Training Program is an apprenticeship training program approved by the Washington State Apprenticeship Council. 5. Good Faith Effort is a demonstration that the Contractor has strived to meet the Apprenticeship Utilization Requirement including but not necessarily limited to the specific steps as described elsewhere in this specification. Plan The Contractor shall submit an "Apprentice Utilization Plan" within 30 calendar days of Notice of Award, demonstrating how they intend to achieve the Apprentice Utilization Requirement. The plan shall be updated and resubmitted as appropriate as the Work progresses. The intent is to provide the City with enough information to track progress in meeting the utilization requirements. Reporting The Contractor shall submit a "Monthly Apprentice Reporting Form" on a monthly basis. The report shall be submitted to the City by the last working day of the subsequent month, until the Physical Completion Date. The date reported shall be cumulative to date and consolidated to include the Contractor and all Subcontractors. At the Contractor's request, the Engineer may suspend this reporting requirement during periods of minimal or no applicable work activities on the project. The Contractor shall submit documentation of their Good Faith Effort if: (1) they are unable to provide a plan demonstrating how they intend to meet the Apprentice Utilization Requirement; or (2) the project has been completed without meeting the Apprentice Utilization Requirement. Contacts The Contractor may obtain information on State-approved Apprenticeship Training Programs by contacting the Department of Labor and Industries at: Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or by phone at (360) 902-5320. Compliance In the event that the Contractor is unable to accomplish the Apprentice Utilization Requirement, the Contractor shall demonstrate that a Good Faith Effort has been made as described within this specification. Failure 2024 Pavement Preservation/ 1 - 15 April 17, 2024 Project Number: 24-3001.1 to comply with the requirements as specified is subject to penalties for noncompliance as set forth in KCC 6.01.030(E). Good Faith Efforts In fulfilling the Good Faith Effort, the Contractor shall perform and, when appropriate, require its Subcontractors to perform the following steps: 1. Solicit Apprentice(s) from State-approved Apprenticeship Training Program(s). 2. Document the solicitation and, in the event Apprentice(s) are not available, obtain supporting documentation from the solicited program(s). 3. Demonstrate that the plan was updated as required within this specification. 4. Provide documentation demonstrating what efforts the Contractor has taken to require Subcontractors to solicit and employ Apprentice(s). In the event that the preceding steps have been followed, the Contractor may also supplement the Good Faith Efforts documentation with the following documentation: 5. Submit documentation demonstrating successful Apprentice utilization on previous contracts. 6. Submit documentation indicating company-wide Apprentice utilization efforts and percentages of attainment. Payment Compensation for all costs involved with complying with the conditions of this specification is included in payment for the associated Contract items of work. 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 2024 Pavement Preservation/ 1 - 16 April 17, 2024 Project Number: 24-3001.1 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 When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07.17IS 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 1-07.17IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings 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 2024 Pavement Preservation/ 1 - 17 April 17, 2024 Project Number: 24-3001.1 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 Tanaiya Anderson Aaron Cantrell 253-313-8961 206-510-4222 (cell) TanaivaAnderson@lumen.com Aaron Cantrel@comcast.com Puget Sound Energy Gas Puget Sound Energy Power Glenn Helton Gary Bradley 253-395-6926 253-234-6302 425-559-4647 (cell) Gary.Bradley@pse.com Glenn.Helton(@Ase.com Verizon Burlington Northern Santa Fe Scott Christenson Railway (BNSF) 425-636-6046 Marshall Flores 425-471-1079 (cell) 253-405-5837 marshall.flores@bnsf.com Lake Meridian Water Tyler Howard 253-631-3770 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 BY ADDING THE FOLLOWING: 2024 Pavement Preservation/ 1 - 18 April 17, 2024 Project Number: 24-3001.1 1-07.23(1) Construction Under Traffic The contractor shall preform 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. 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. 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 2024 Pavement Preservation/ 1 - 19 April 17, 2024 Project Number: 24-3001.1 SECTION 1-08 IS SUPPLEMENTED BY ADDING 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. 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 2024 Pavement Preservation/ 1 - 20 April 17, 2024 Project Number: 24-3001.1 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. 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. The Contractor shall prioritize completing all work on 132nd Avenue SE ahead of other sites within the project. Substantial completion for work on this site shall be on or before September 30, 2024, with all paperwork completed prior to October 31, 2024. The project includes work in areas near several Kent School District Elementary Schools. There is pavement repair along 116th Ave SE near Daniel Elementary and at the intersections of 64th Ave S and S 2024 Pavement Preservation/ 1 - 21 April 17, 2024 Project Number: 24-3001.1 228th St and 64th Ave S and W James St near Neely O'Brien Elementary. To minimize traffic impacts and school disruptions, work along these school shall begin after June 17, 2024 with completion by August 23, 2024. 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. 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 FOLLOWINGI-08.5 Time for Completion 2024 Pavement Preservation/ 1 - 22 April 17, 2024 Project Number: 24-3001.1 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) 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 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 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, 2024 Pavement Preservation/ 1 - 23 April 17, 2024 Project Number: 24-3001.1 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 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. 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments SECTION 1-09.9 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION; 2024 Pavement Preservation/ 1 - 24 April 17, 2024 Project Number: 24-3001.1 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. 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 pincluderties 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 2024 Pavement Preservation/ 1 - 25 April 17, 2024 Project Number: 24-3001.1 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 1-10.2 Traffic Control Management SECTION 1-10.2(1) IS SUPPLEMENTED BYADDING 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 2024 Pavement Preservation/ 1 - 26 April 17, 2024 Project Number: 24-3001.1 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: 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 unit bid price per hour for "Uniformed Off-Duty Police Officer" will be complete compensation for the utilization of a uniformed off-duty Police Officer for traffic control purposes. This bid item includes all the equipment, and vehicle needed for the police officer to perform his duties. Cost is per hour for each hour an Officer is on the project with a minimum call-out time of three hours. The Contracting Agency (City of Kent) has set the unit price for "Uniformed Off-Duty Police Officer" at eighty dollars ($80.00) per hour minimum. Should the Contractor determine that the cost for this work is greater than the minimum price shown in the bid form, the Contractor may bid a higher price. Should the Contractor wrincludete in a unit price less than the minimum price shown in the bid form, the minimum unit price sincludeown in the bid form shall govern and become part of the bid. No adjustment will be made for overtime hours or holidays. 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 2024 Pavement Preservation/ 1 - 27 April 17, 2024 Project Number: 24-3001.1 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. The unit contract price for "Portable Changeable Message Sign (PCMS)" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit contract price for "Sequential Arrow Sign (SAS)" per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1-10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Traffic Control Labor." All costs for repairing or replacing transportable attenuators damaged by the motoring public will be paid for by force account as specified in Section 1-09.6 of the WSDOT Standard Specifications. To provide a common proposal for all bidders, the City has estimated the amount of force account for "Repair Transportable Attenuator" and has entered the amount in the Proposal to become a part of the total bid by the Contractor. Transportable attenuators damaged due to the Contractor's operation shall be repaired or replaced by the Contractor at no expense to the City. All costs for providing, repairing or replacing temporary (static) "Impact Attenuator" damaged by the motoring public will be paid for by force account as specified in Section 1-09.6 of the WSDOT Standard Specifications. To provide a common proposal for all bidders, the City has estimated the amount of force account for temporary "Impact Attenuator" and has entered the amount in the Proposal to become a part of the total bid by the Contractor. Impact Attenuators damaged due to the Contractor's operation shall be repaired or replaced by the Contractor at no expense to the City. 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: 2024 Pavement Preservation/ 1 - 28 April 17, 2024 Project Number: 24-3001.1 1. The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(1) of the WSDOT Standard Specifications. 2024 Pavement Preservation/ 1 - 29 April 17, 2024 Project Number: 24-3001.1 DIVISION 2 - EARTHWORK 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(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 into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement Surface Integrity is to be Maintained In removing traffic islands and/or traffic curbs the Contractor shall: 2024 Pavement Preservation/ 2 - 1 April 17, 2024 Project Number: 24-3001.1 1. Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. SECTION 2-02.5 IS SUPPLEMENTED BYADDING 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 3 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: 10 100 SY x 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 2024 Pavement Preservation/ 2 - 2 April 17, 2024 Project Number: 24-3001.1 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 Existing Extruded Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Existing Pedestrian 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 pedestrian 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 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: 10 100 LF x 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. The unit contract price per lump sum for "Remove Existing In-Ground Flashers" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to excavate and remove, haul, and dispose of the existing pedestrian flashers and associated in-ground facilities as shown on the plans and described in the specifications. Items for removal include, but are not limited to cement concrete casings, steel cans, surface mounted lights, sealed wireways and wires. Coordination with City's Traffic Signal Technicians is incidental to price. Note that a conduit will be installed in place of the wired connection the existing in- ground flashers provides. The unit contract price per lineal foot for Remove Existing Storm Sewer Pipe or Culvert" constitutes complete 2024 Pavement Preservation/ 2 - 3 April 17, 2024 Project Number: 24-3001.1 compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm pipe or culvert as shown on the plans and described in the specifications. The unit bid price shall also include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. The unit contract price per each for "Remove Existing Yard Drain" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing yard drain and connected drain pipes as shown on the plans and described in the specifications or as directed by the engineer. The unit bid price shall also include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. 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 SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING; 2024 Pavement Preservation/ 2 - 4 April 17, 2024 Project Number: 24-3001.1 2-06.3(1) Subgrade for Surfag 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. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2024 Pavement Preservation/ 2 - 5 April 17, 2024 Project Number: 24-3001.1 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECT 4-03 GRAVEL BORROW 4-03.1 Description This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engin4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow 9-03.14-03.3 Construction Requirements Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the appropriate requirements of Section 4-04.3. 4-03.4 Measurement Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. 4-03.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when they are included in the Proposal: The unit contract price per ton for "Gravel Borrow, Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. This item shall be used for roadway subbase, backfill for water, storm sewer, electrical conduit trenches, and other excavation backfill and compaction unless otherwise no 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. 2024 Pavement Preservation/ 4 - 1 April 17, 2024 Project Number: 24-3001.1 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 The unit contract price per ton for "Crushed Surfacing Top Course, 5/8 Inch Minus" 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 under the appropriate bid item. 2024 Pavement Preservation/ 4 - 2 April 17, 2024 Project Number: 24-3001.1 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-02 BITUMINOUS SURFACE TREATMENT SECTION 5-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.3 Construction Requirements No chip seal work shall be allowed until at least twenty-one (21) calendar days after pavement repairs have been completed. Prior to chip sealing and a minimum of 24 hours after completing the pavement repairs, the Contractor shall apply Asphalt Emulsion CSS-1H Fog Seal over all pavement repair areas. The chip seal shall include two layers each of asphalt emulsion and crushed screening: 1.a. Asphalt Emulsion CRS-2P Chip Seal 1.b. Furnishing and placing Crushed Screening 3/8-Inch - No. 4 2.a. Asphalt Emulsion CRS-2P Chip Seal 2.b. Furnishing and placing Crushed Screening 3/8-Inch - No. 4 Contractor shall provide single layer chip seal apron/transition at intersection to roads not receiving the chip seal. No work shall begin until the Engineer has verified that the minimum pavement temperatures have been reached. Any work completed by the Contractor outside of the minimum temperatures and without approval of the Engineer shall be at the sole responsibility of the Contractor. In order to minimize truck traffic on fresh asphalt, the compaction equipment and chip spreader loaded with rock shall be in place and ready to operate before the distributor will be allowed to being spreading asphalt. SECTION 5-02.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.3(2)B Seal Coats The existing bituminous surface shall be swept with a power broom until it is free of dirt or other foreign matter. Hand push brooms shall be used to clean omissions of the power broom. 2024 Pavement Preservation/ 5 - 1 April 17, 2024 Project Number: 24-3001.1 SECTION 5-02.3(2)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.3(2)C Pavement Sealing — Fog Seal Immediately prior to application of the fog seal, the road shall be broomed of any loose aggregate. Fog seals shall be CSS-1H uniformly applied to the chip sealed pavements. The finished application shall be free of streaks and bare spots. CSS-1H emulsified asphalt may be diluted with water at a rate no greater than 405 water to 60% emulsified asphalt unless otherwise directed by the Engineer. Fog sealing shall be applied no sooner than 3-days, but no later than 14-days after construction of the seal coat. The newly placed aggregates shall be broomed immediately prior to the fog seal application. SECTION 5-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.3(3) Application of Asphalt Emulsion and Aggregate The table titled "Application Rate" in Section 5-02.3(3) is supplemented with the following: Pavement Sealin Grade Diluted/Undiluted Application Rate al/s CSS-1H Diluted (40% water to 60% 0.08 to 0.15 emulsion SECTION 5-02.3(5) PARAGRAH 8 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-02.3(5) Application of Aggregates The completed surface shall be allowed to cure overnight and shall be broomed of loose rock the following day. If the Engineer determines that additional cure is needed, the Contractor shall broom the roadway when directed by the Engineer. All project streets shall be swept using a pick-up sweeper. SECTION 5-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.3(7) Patching and Correction of Defects Any damage to the freshly oiled mat caused by the Contractor's equipment shall be satisfactorily repaired at the Contractor's expense. Damage can and may include any of the following: any skid marks, chipper spin marks, truck spinning or braking marks, chipper driving in oil, any and all marks caused from faulty equipment or poor workmanship. 2024 Pavement Preservation/ 5 - 2 April 17, 2024 Project Number: 24-3001.1 After brooming, any areas showing loss of aggregate shall be repaired by the Contractor. If determined by the Engineer, the loss of aggregate was caused by an empty distributor, dry aggregate, excess moisture in aggregate, excess fines in aggregate, delay in applying aggregate, or delay in rolling of aggregate, the cost of repairs shall be at the sole expense of the Contractor. SECTION 5-02.3(9) PARAGRAH 8 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-02.3(9) Protection of Structures All castings, including lids and grates for manholes, catch basins, water valves, and right of way monuments, and precast traffic curbing shall be covered with heavy building paper, secured by using a spray adhesive such as Scotch Super 77 High Tack Spray Adhesive or equal. Duct tape or similar tape shall not be used to cover brass monuments. Where concrete curb or curb and gutter exist, the distributor shall be equipped with a splashboard of such design as to prevent spraying thereon. SECTION 5-02.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.4 Measurement "Chip Seal" shall be measured in the field by the square yard of roadway surface covered and shall be measured only once, regardless of how many layers of asphalt emulsion and crushed screening are being applied to the same area as required by these specifications. "Asphalt for Fog Seal" shall be measured in the field by the square yard of roadway surface covered. The fog seal areas will be measured after fog sealing of pavement repair areas and after fog sealing the chip seal areas. SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.5 Payment The unit contract price per square yard for "Chip Seal" shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to carry out the requirements of Sections 5-02 to chip seal all areas shown on the plans, except for costs included in other bid items on the bid proposal form. Sweeping for surface preparation and to collect loose rock is included in the cost of this item and will not be paid for separately. Placement of Asphalt Emulsion CRS- 2P and furnishing and placement of Crushed Screening 3/8" to No. 4 are included in the Chip Seal bid item. Marking, covering, and uncovering of utility castings shall be incidental to this bid item. 2024 Pavement Preservation/ 5 - 3 April 17, 2024 Project Number: 24-3001.1 The unit contract price per square yard for "Asphalt for Fog Seal" shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to carry out the requirements of Sections 5- 02 to fog seal all pavement repair areas prior to chip sealing and to fog seal all chip sealed areas, except for costs included in other bid items on the bid proposal form. Anti-stripping additive shall be included in the price of asphalt (grade) per ton. The quantity of asphalt material shall not be reduced by the quantity of anti-stripping additive. 5-03 CRACK AND JOINT SEALING SECTION 5-03.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-03.2 Materials Crack sealant shall be Crafco Low Tack 543 Sealant (or approved equal) SECTION 5-03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-03.3 Construction Requirements The Contractor shall crack seal all chip seal areas prior to chip sealing. Crack sealant shall be applied in all cl/4ks 1/4 inch or larger from edge of pavement to edge of pavement using the simple band aid method. Crack sealant shall be struck flush with the pavement surface using a "V" shaped squeegee, with 1-1/2 inch wide over-band or less. SECTION 5-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-03.4 Measurement No specific unit of measurement shall apply to the lump sum bid item "Crack Sealing". SECTION 5-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-03.5 Payment The lump sum contract price for "Crack Sealing" shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to carry out the requirements of Sections 5-03 to crack seal the chip seal areas prior to chip sealing, except for costs included in other bid items on the bid proposal form. 5-04 HOT MIX ASPHALT SECTION 5-04 IS DELETED AND REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: 2024 Pavement Preservation/ 5 - 4 April 17, 2024 Project Number: 24-3001.1 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 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. 2024 Pavement Preservation/ 5 - 5 April 17, 2024 Project Number: 24-3001.1 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 o' 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. • 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. 2024 Pavement Preservation/ 5 - 6 April 17, 2024 Project Number: 24-3001.1 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 (]MF) 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. 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. 2024 Pavement Preservation/ 5 - 7 April 17, 2024 Project Number: 24-3001.1 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. 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. 2024 Pavement Preservation/ 5 - 8 April 17, 2024 Project Number: 24-3001.1 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 31s' 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 Pavin 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 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 2024 Pavement Preservation/ 5 - 9 April 17, 2024 Project Number: 24-3001.1 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 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 2024 Pavement Preservation/ 5 - 10 April 17, 2024 Project Number: 24-3001.1 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. Acopy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be 2024 Pavement Preservation/ 5 - 11 April 17, 2024 Project Number: 24-3001.1 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)D Material Transfer Device or Material Transfer Vehicle Use a material transfer device or material transfer vehicle (MTD/V) to deliver the HMA from the hauling equipment to the paving machine for any lift in (or partially in) the top 0.30 feet of the pavement section used in traffic lanes. However, an MTD/V is not required for HMA placed in irregular shaped and minor areas such as tapers and turn lanes. The MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 2024 Pavement Preservation/ 5 - 12 April 17, 2024 Project Number: 24-3001.1 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers 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. 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 2024 Pavement Preservation/ 5 - 13 April 17, 2024 Project Number: 24-3001.1 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)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 pe14lanningrtland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per Section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply t14lanningrtland cement and sand used in the sand slurry. 2024 Pavement Preservation/ 5 - 14 April 17, 2024 Project Number: 24-3001.1 In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width - fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: a. Cracks '/4 inch to 1 inch in idth - fill with hot poured sealant. b. Cracks greater than 1 inch in width - fill with sand slurry. 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 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 2024 Pavement Preservation/ 5 - 15 April 17, 2024 Project Number: 24-3001.1 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 250F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or 2024 Pavement Preservation/ 5 - 16 April 17, 2024 Project Number: 24-3001.1 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 compacting equipment. The intermingling of HMA produced from more than one IMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single IMF established for the class of HMA specified unless there is a need to make an adjustment in the IMF. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 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 2024 Pavement Preservation/ 5 - 17 April 17, 2024 Project Number: 24-3001.1 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 Adjusts 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 mix: 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 b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount 2024 Pavement Preservation/ 5 - 18 April 17, 2024 Project Number: 24-3001.1 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 JMF 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 production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 2024 Pavement Preservation/ 5 - 19 April 17, 2024 Project Number: 24-3001.1 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 be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer's discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-04.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing 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 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: 2024 Pavement Preservation/ 5 - 20 April 17, 2024 Project Number: 24-3001.1 Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 11/2", 1", 3/4", 1/2", 3/8" and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-04.3(9)C5 Vacant 5-04.3(9)C6 Mixture Nonstatistical Evaluation — Price Adjustments 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 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 2024 Pavement Preservation/ 5 - 21 April 17, 2024 Project Number: 24-3001.1 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. 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 2024 Pavement Preservation/ 5 - 22 April 17, 2024 Project Number: 24-3001.1 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item "Roadway Core" the Contracting Agency may obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or 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. 2024 Pavement Preservation/ 5 - 23 April 17, 2024 Project Number: 24-3001.1 5-04.3(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. 5-04.3(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. 5-04.3(10)C Vacant 5-04.3(10)D HMA Nonstatistical Compaction 5-04.3(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 IMF is expected. A sublot shall be equal to one day's production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. 2024 Pavement Preservation/ 5 - 24 April 17, 2024 Project Number: 24-3001.1 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 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. 2024 Pavement Preservation/ 5 - 25 April 17, 2024 Project Number: 24-3001.1 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 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). 2024 Pavement Preservation/ 5 - 26 April 17, 2024 Project Number: 24-3001.1 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 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 2024 Pavement Preservation/ 5 - 27 April 17, 2024 Project Number: 24-3001.1 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)B Bridge Paving Joint Seals 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 3. By other method approved by the Engineer. 2024 Pavement Preservation/ 5 - 28 April 17, 2024 Project Number: 24-3001.1 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 pre planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for informati on 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 Fnethe291anninglanin 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 Contractor must repair any damage to the 2024 Pavement Preservation/ 5 - 29 April 17, 2024 Project Number: 24-3001.1 surface by the Contrac tor'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 391anninglaningadditional depth planing. Before performing this additional 391anninglaningdepth 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 paving of pavements, and before any additional 30lanninglaningdepth 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: 2024 Pavement Preservation/ 5 - 30 April 17, 2024 Project Number: 24-3001.1 1. Intersections: a. Keep intersections open to traffic at all times, except when paviBllanninglanirrgpaving 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). a-.b. 311anninglaninglWhen 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. Vic. 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. e.-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. d-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 sep3llanninglanftseparate 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. 2024 Pavement Preservation/ 5 - 31 April 17, 2024 Project Number: 24-3001.1 The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day's traffic control as it relates to the specific requirements of that day's planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each days 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 321anigm seguence of planing and of paving, and intended area of planing and of paving for each day's work, must include the directions 32lanninge of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, 0321anning 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 ad the first planing operation, or as scheduled by the Engineer for fUtUlFe321anningfuture paving and planing operations to 2024 Pavement Preservation/ 5 - 32 April 17, 2024 Project Number: 24-3001.1 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 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 th33lanningttedt1he 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, streetcar rail, and castings, before planing, see Section 5- 04.3(14)62. 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 JMF how the Contractor will ensure different JMFs are distinguished, 2024 Pavement Preservation/ 5 - 33 April 17, 2024 Project Number: 24-3001.1 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 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. 5-04.4 Measurement "HMA for Full Width Ovl/2ay Class 1/2", PG 58V-22" and'/2"A Class 1/2", PG 58V-22" will be measured by the ton in accordance with Section 1- 09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. "Asphalt Interlay Fabric" will be measured by the square yard of asphalt surface area reinforced with fabric, 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. "Planing Bituminous Pavement" will be measured by the square yard. Measurement shall be made upon actual square yards planed/grind, regardless 34lanningfi of full planing capacity of the equipment used. No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. "Asphalt Cost Price Adjustment" will be calculated as described in this section. 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. 2024 Pavement Preservation/ 5 - 34 April 17, 2024 Project Number: 24-3001.1 The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: 1/2MA Class 1/2", PG 58V-22" The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: http://www.wsdot.wa.gov/Business/Construction/EscalationClauses.ht m The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website with an effective date immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington as posted on the Agency website. For work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cost is within 5% of the base cost. Adjustment formulas for HMA items: If the reference cost is greater than or equal to 105% of the base cost, then Adjustment = (Current Reference Cost - (1.05 x Base Cost)) x (Q x 0.056). If the reference cost is less than or equal to 95% of the base cost, then Adjustment = (Current Reference Cost - (0.95 x Base Cost)) x (Q x 0.056). Where Q = total tons of all classes of HMA paid in the current month's progress payment. "Speed Cushion" shall be measured per each speed cushion installed as shown on the plans and Kent Standard Plans 6-29a and 6-29b (Traffic Calming Speed Cushion). The speed cushion improvements across the entire roadway width including the shaping for the wheel paths, tack 2024 Pavement Preservation/ 5 - 35 April 17, 2024 Project Number: 24-3001.1 coat, and the pavement markings shown on Kent Standard Plan 6-29a shall be counted as "one" speed cushion. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: The unit contract price per ton for "HMA for Full Width Overly2ay Class 1/2", PG 58V-22" shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 for full width overlay paving and asphalt thickened edge work, except for those costs included in other bid items which are included in the Proposal. The cost for anti-stripping additive and water shall be included in this bid item. The unit contract price per ton for HMA Class 1/2", PG 58V-22" shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 for pavement repair, pavement patching for curb and gutter replacement, pre-leveling, and the HMA wedge curb, except for those costs included in other bid items which are included in the Proposal. The cost for anti-stripping additive and water shall be included in this bid item. The unit contract price per square yard for "Planing Bituminous Pavement" shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). This includes but is not limited to complete compensation for all materials, tools, equipment, and labor necessary or incidental to plane/grind the thickness specified on the plans for full width overlay and pavement repair areas, clean, sweep, haul, stockpile or dispose of the asphalt pavement as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. T361annings of planing shown on the plans may be modified by the Engineer based on the condition of the existing pavement. Payment shall be made upon actual square yards planed/grind, regardless 361anningfull planing capacity of the equipment used. Where the plans or the Engineer direct the Contractor to plane pavement at a thickness greater than two (2) inches (e.g. pavement repair areas, transitions, etc.), Planing Bituminous Pavement shall be paid according to the following formula: actual depth in inches (square yards) x 2 inches = quantity For example, if the Contractor is directed to plane pavement 8 inches thick and 100 square yards then the quantity would be: 8 100 SY x 2 = 400 SY No other compensation shall be allowed. 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. 2024 Pavement Preservation/ 5 - 36 April 17, 2024 Project Number: 24-3001.1 "Asphalt Cost Price Adjustment", by calculation. The unit contract price per each for "Speed Cushion" shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install a 3.5-inch height traffic calming speed cushion including emergency vehicle gaps as shown on the plans and Kent Standard Plans 6-29a and 6-29b. All costs for pavement markings for the speed cushions shall be included in the unit cost per each for "Speed Cushion" as shown on Kent Standard Plans 6-29a and 6-29b. The unit contract price per each for "Raised Crosswalk" shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install a traffic calming raised crosswalk as shown on the plans and Kent Standard Plans 6-29c, 6-29d, and 6-29e, except for costs included in other bid items on the bid proposal form. All pavement marking costs for pavement markings to be installed per Kent Standard Plans 6-29c, 6-29d, and 6-29e shall be included in the unit cost per each for ""Raised Crosswalk". The unit contract price per each for "Traffic Circle" shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install a traffic calming raised crosswalk as shown on the plans and Kent Standard Plans 6-24c, except for costs included in other bid items on the bid proposal form. All pavement marking costs for pavement markings to be installed per Kent Standard Plans 6-24c shall be included in the unit cost per each for "Traffic Circle". 2024 Pavement Preservation/ 5 - 37 April 17, 2024 Project Number: 24-3001.1 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials All pipe utilized in this project shall be ductile iron class 50 unlined unless otherwise noted. 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment The unit contract price per lineal foot for "Ductile Iron Storm Sewer Pipe, 18 Inch Diameter" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; 2024 Pavement Preservation/ 7 - 1 April 17, 2024 Project Number: 24-3001.1 backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. The unit contract price per lineal foot for "PVC Storm Sewer Pine, 6 Inch Diameter" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1, 4-2, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1-48 inch, 54 inch, and 60 inch manholes shall be 5 feet. Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. All manholes and Type II and III CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and inside after installation. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron and shall comply with the following Kent Standard Plans as applicable: 2024 Pavement Preservation/ 7 - 2 April 17, 2024 Project Number: 24-3001.1 WSDOT Standard Plan B-30.70 New lids shall read "SEWER" for sanitary sewer or "DRAIN" for storm sewer drain. Manhole shall be bolt down. Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 through 5-16 as applicable. ADA Frame and Grate shall conform to WSDOT Standard Plan B-30.15 Alternative 1. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. Care must be taken to ensure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: '"OUTFALL TO STREAM, DUMP NO POLLUTANTS" SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor 2024 Pavement Preservation/ 7 - 3 April 17, 2024 Project Number: 24-3001.1 shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 7-05.3(6) Storm Drain Marking The pavement adjacent to all new catch basins shall be marked with the following standard pollution prevention button: 2024 Pavement Preservation/ 7 - 4 April 17, 2024 Project Number: 24-3001.1 It DUMP l e 4 The Contractor is responsible for installation of the buttons. Markers for publicly owned catch basins will be provided by the City. 7-05.3(7) Relocate Existing Catch Basin The existing catch basin assemblies indicated to be relocated shall be carefully removed to avoid damage. The Contractor will then install the catch basin at the location indicated on the plans so that the assembly will function as shown on the plans. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Replace Existing Manhole Circular Frame and Cover and Adjust to Finished Grade" "Replace Existing Manhole Rectangular Frame and Cover with Circular Frame and Cover and Adjust to Finished Grade" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing frame and cover and furnish and install the new frame and locking cover as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover by adding or removing risers, grade rings, sections, and square to round convertor (as required) to match the grade. Any adjustments made prior to the final finished elevation shall be considered incidental. Any frames, covers, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. "Replace Existing Catch Basin Rolled Frame and Grate with Rectangular Frame and Grate" "Replace Existing Catch Basin Frame and Grate and Adjust to Finished Grade" "Replace Existing Catch Basin Frame and Grate with ADA Locking Frame and Grate" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to replace the existing frame and grate, adjusting to the planed grade, and adjusting to final finished grade as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavating, dewatering, backfilling, 2024 Pavement Preservation/ 7 - 5 April 17, 2024 Project Number: 24-3001.1 compacting, surface restoration, removing and disposing the existing frame and grate, and providing and installing the new frame and grate. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. "Adjust Existing Cleanout to Grade" The unit contract price per each for the above item constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. "Replace Existing Catch Basin Grate with ADA Compliant Grate" The unit contract price per each for the above item constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install an ADA compliant grate to fit the existing catch basin frame. The price shall include removal and disposal of the existing grate. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: 2024 Pavement Preservation/ 7 - 6 April 17, 2024 Project Number: 24-3001.1 Hot Mix Asphalt ...............................5-04.2 Cement Concrete Pavement...............5-05.2 Culverts .........................................7-02.2 Storm Sewers .................................7-04.2 Manholes, Inlets and Catch Basins......7-05.2 Sanitary Sewer................................7-17.2 Side Sewers....................................7-18.2 Crushed Surfacing............................9-03.9(3) Gravel Backfill for Pipe Zone Bedding ..9-03.12(3) Gravel Borrow .................................9-03.14(1) Foundation Material Class I and II ......9-03.17 Bank Run Gravel for Trench Backfill ....9-03.19 7-08.3 Construction Requirements SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sand packed and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1. Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2024 Pavement Preservation/ 7 - 7 April 17, 2024 Project Number: 24-3001.1 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General 2024 Pavement Preservation/ 7 - 8 April 17, 2024 Project Number: 24-3001.1 At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF Styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(2)3 Pipe Laying - PVC For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. 2024 Pavement Preservation/ 7 - 9 April 17, 2024 Project Number: 24-3001.1 Said end will provide a visual means of determining whether full insertion of the spigot into the bell has been made during installation. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(5) Street Restoration Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. 2024 Pavement Preservation/ 7 - 10 April 17, 2024 Project Number: 24-3001.1 All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING; 7-08.4 Measurement Gravel backfill for foundation and gravel backfill for pipe zone bedding shall be measured by the ton, including haul. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-08.5 Payment The unit contract price per ton for "Pipe Zone Bedding" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to excavating, loading, hauling, mixing, placing, shaping, and compacting. Reference WSDOT Standard Plan B-55.20-00. The unit contract price per ton for "Bank Run Gravel for Trench Backfill" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for bank run gravel for trench backfill is unknown since selected materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: 7-12.2 Materials 2024 Pavement Preservation/ 7 - 11 April 17, 2024 Project Number: 24-3001.1 The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Gate Valves ................................. 9-30.3(1) Valve Boxes ................................. 9-30.3(4) Valve Marker Posts........................ 9-30.3(5) Valve Stem Extensions................... 9-30.3(6) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. The Contractor shall coordinate with the following outside utility purveyor to adjust their corresponding utilities. Project Area Purveyor SE 200th Street Soos Creek Water and Sewer District Nate Miller 425-531-4116, 253-797-1049 S 259th Place Highline Water District Dave Stanley 206-592-8912, Cell 206-396-9902 Email dstanley@highlinewater.org Note: Water valves adjustment in these water service area are out of the Project's scope of work and not included in the bid proposal. SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid See Section 9-30.3(4) of the Kent Special Provisions for material specifications. Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 2024 Pavement Preservation/ 7 - 12 April 17, 2024 Project Number: 24-3001.1 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.4 Measurement Relocation and remarking of existing valve marker posts shall be incidental to the project. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 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 price bid per each for "Replace Existing Valve Box Top Section and Lid" constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid and adjust the top to final grade after the final lift of asphalt is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3-7. 7-15 SERVICE CONNECTIONS SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Measurement of"Adjust Existing Meter Box to Finished Grade" will be made per each. SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 2024 Pavement Preservation/ 7 - 13 April 17, 2024 Project Number: 24-3001.1 7-15.5 Payment The unit contract price per each for "Adjust Existing Meter Box to Finished Grade" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to adjust the meter box to final grade at the locations shown on the plans and described in the specifications. The unit contract price per each for "Adjust Existing Junction Box to Finished Grade with ADA Lid" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to adjust the junction box to final grade at the locations shown on the plans and described in the specifications and to replace the existing lid with an ADA compliant lid. 2024 Pavement Preservation/ 7 - 14 April 17, 2024 Project Number: 24-3001.1 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 2024 Pavement Preservation/ 8 - 1 April 17, 2024 Project Number: 24-3001.1 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. Spill Prevention Control and Countermeasures Plan 2. 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 2024 Pavement Preservation/ 8 - 2 April 17, 2024 Project Number: 24-3001.1 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Tackifiers 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. 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 2024 Pavement Preservation/ 8 - 3 April 17, 2024 Project Number: 24-3001.1 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 wastewater(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 temporary erosion control measure. No other further compensation will be made. The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description 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 2024 Pavement Preservation/ 8 - 4 April 17, 2024 Project Number: 24-3001.1 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 Plant Materials ........................................ 9-14.7 Street Trees............................................ 9-14.7(1)A Stakes, Guys and Wrapping....................... 9-14.8 Tree Ties ................................................ 9-14.8(1) Water for Plants....................................... 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 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(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. 2024 Pavement Preservation/ 8 - 5 April 17, 2024 Project Number: 24-3001.1 SECTION 8-02.3(5)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(5)A Seeding Area Preparation The Contractor shall excavate planting pits to a depth of three feet below the top of adjacent sidewalks, or adjacent ground if trees are not being planted in sidewalk cutouts. Tree pits shall be about three feet in diameter and shall be neat and uniform basins around each tree. The Contractor shall then place special planting mixture into the tree basins, bringing to grade about one and one-half foot below the top of the planter by compaction by repeated watering. Refer to Section 8-02.3(4) of the WSDOT Standard Specifications. 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. SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8) Planting All plants shall be carefully placed in excavated holes to prevent damage to fibrous root systems during placement and backfilling operations, with burlap or container removed. Plants shall be set vertically in the center of the pits, backfilled with native soil, watered and settled so that the crown of the root ball will have the same relation to finished grade as it bore to the grade of the ground from which it was dug. All street trees shall be planted in general conformance to Kent Standard Plan 6-55. SECTION 8-02.3(8)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8)C Pruning, Staking, Guying, and Wrapping Pruning shall be limited to the minimum amount necessary to remove injured twigs and branches. Only cut injured limbs to the nearest lateral bud. Do not apply tree wound paint or petroleum product to tree cuts. The Contractor shall use rootball bracing (triangle method) rather than staking or guying to support new trees. 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: 2024 Pavement Preservation/ 8 - 6 April 17, 2024 Project Number: 24-3001.1 8-02.3(9)A Dates for Application of Seed Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-02.3(9)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(9)B Seeding and Fertilizing 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. 2024 Pavement Preservation/ 8 - 7 April 17, 2024 Project Number: 24-3001.1 The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified in Section 9-14.3 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. 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. 2024 Pavement Preservation/ 8 - 8 April 17, 2024 Project Number: 24-3001.1 Fertilizer shall not be applied on any creek side slopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of"Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9)D Inspection 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 2024 Pavement Preservation/ 8 - 9 April 17, 2024 Project Number: 24-3001.1 project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.5 shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01.3(9)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-02.3(11)B IS REVISED AS FOLLOWS: 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(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(13) Plant Establishment The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. 2024 Pavement Preservation/ 8 - 10 April 17, 2024 Project Number: 24-3001.1 SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period 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 BYADDING THE FOLLOWING: 8-02.5 Payment The force account contract price for "Landscape Restoration" constitutes complete compensation for all labor, materials, tools and equipment necessary to restore damaged landscape as directed by the Engineer. This bid item shall also include installing city-supplied pavers to Rosebed Park as directed by the engineer. This bid item shall not be used unless directed by the Engineer. 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. The unit contract price per cubic yard for "Wood Chip Mulch" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the wood chip mulch 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 the wood chip mulch and cleanup. 8-03 IRRIGATION SYSTEM 2024 Pavement Preservation/ 8 - 11 April 17, 2024 Project Number: 24-3001.1 SECTION 8-03.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-03.1 Description The work shall consist of removal/ repair and modification of existing irrigation systems and installation of new components as necessary to accommodate the new improvements. Irrigation systems may exist at various locations within the project area. The design and actual configuration of these systems is unknown. As these systems are located in the field, the extent of the work and materials needed will be determined to keep the remaining portions of these systems operational. SECTION 8-03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-03.3 Construction Requirements The Contractor shall submit to the City a schematic plan of the work to be done and the components to be installed for review and approval prior to proceeding with the work. SECTION 8-03.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-03.5 Payment The bid item "Existing Irrigation Systems Repair and/or Modification" shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. This payment shall constitute complete compensation for all labor, tools, materials and equipment necessary to complete the work described above as approved by the City. This item also includes all costs to test the existing irrigation system to determine if the system is operational. If the Contractor fails to test an irrigation system and the property owner claims the system was operational before the system was removed or modified, the Contractor shall replace, restore or repair the irrigation system at the Contractor's sole expense. This item also includes all costs to submit plans and obtain approval from the City for the work to be completed. 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 Prior to removal of cement concrete curbs, gutter and spillways, the Contractor must place a flow line offset to confirm that curb and gutter are constructed to its original location. 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 2024 Pavement Preservation/ 8 - 12 April 17, 2024 Project Number: 24-3001.1 section meeting specifications. The removal and replacement shall be at no cost to the City. Curb, curb and gutter, and depressed curb and gutter at ramps and driveway entrances shall be constructed per Kent Std Plan 6-33. Pedestrian curb shall be constructed per WSDOT Std Plan F-10.12. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment "Pedestrian Curb" "Traffic Curb" "Cement Concrete Curb and Gutter" "Cement Concrete Rolled Curb and Gutter" "Cement Concrete Extruded Curb Painted White" 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. This price shall include any transitions from rolled curb to vertical curb. The unit contract price per each for "Cement Concrete Trench Drain" shall constitute complete compensation for all materials, labor, tools and equipment required to install the trench drains in accordance with the plans, specifications and as directed by the Engineer. This price shall include a 12-inch wide ADA compliant metal grate and applicable frame embedded into the cement concrete. Grates shall be 32 11-feet long at each location. Grates shall be Iron Age Designs "Oblio" pattern (raw finish), Urban Accessories "Jamison" pattern (raw finish) or approved equal. Frame shall be embedded into the concrete trench drain per manufacturers recommendation. The trench shall be constructed of cement concrete cl 3000 as shown on the plans and as directed by the engineer. The flowline through the trench shall match the existing flowline in the existing gutter to maintain flow. The unit contract price per linear foot for "Painting Traffic Curb" shall be considered complete compensation for all materials, labor, tools, and equipment required to paint the cement concrete curb in accordance with the plans, specifications and as directed by the engineer. This bid item includes removing the peeled paint from the existing curbs and cleaning the curbs before painting to the point of satisfaction of engineer. New extruded curb shall be painted white and repainting of existing curb shall be white unless the existing curb is yellow, then it shall be yellow. The unit contract price per lump sum for "Prefabricated Trench Drain System" shall constitute complete compensation for all materials, labor, tools and equipment required to install the trench drains in accordance with the plans, specifications and as directed by the Engineer. The price shall include prefabricated 4" trench drains by Dura Trench or approved equal. Trench 2024 Pavement Preservation/ 8 - 13 April 17, 2024 Project Number: 24-3001.1 drains shall have a minimum 6" invert and shall be oriented towards new PVC drainage pipe. The system shall include a Dura Trench outlet fitting, or approved equal to transition to 6" PVC storm drain pipe. The price shall also include improved metal grates. Grates shall be Iron Age Designs "Oblio" pattern (raw finish) or approved equal and sized to match manufacturer's recommendations. The price shall include all connections to new and existing storm systems as shown on the plans and as directed by the Engineer. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description This work shall consist of furnishing, and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-73 and/or 6-74. 8-09.3 Construction Requirements SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting The Engineer will provide control points at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal lines. Preliminary spotting for each lane of raised pavement markers shall be provided at transition points required by Kent Standard Plan 6-73, RPM Substitution Patterns. SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1. Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless 2024 Pavement Preservation/ 8 - 14 April 17, 2024 Project Number: 24-3001.1 otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Remove all sand, or other waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. 8-10 GUIDE POSTS SECTION 8-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.1 Description This work shall consist of furnishing and installing traffic plastic curb with pylons. SECTION 8-10.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.2 Materials The pylons shall be constructed of UV-stabilized thermoplastic polyurethane (TPU). Pylons shall comply with Section 9-17.3 and conform to the dimension in the Plans. Reflective sheeting shall be one of the following preapproved products: 2024 Pavement Preservation/ 8 - 15 April 17, 2024 Project Number: 24-3001.1 3M High Intensity Sheeting Reflexite PC 1 000 Dura-brite Plastic Curb shall be "Impact Recovery Systems- Tuff Curb" or approved equal. Pylons shall be "Impact Recovery Systems- Tuff Post -Flexible Posts" or approved equal. The pylons shall be consisting of a post and fixed base connected by anti-twist reactive spring assembly to return the post to upright position after impact. The post shall be manufactured by flexible polypropylene plastic, 2.375- inch diameter, yellow color, and 36-inch height with black cap on Tops, with two bands of diamond grade yellow reflective bands. Plastic Curb section shall be (40"x12"x3.5") consisting of yellow curb with two yellow raised pavement markers, and fixed bases. One flexible post shall be installed in each plastic curb section. SECTION 8-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.3 Construction Requirements Installation of the pylon devices shall be with a bituminous adhesive meeting the requirements of 9-02.1 (8) rather than the epoxy adhesive specified in Section 9-26. The bituminous adhesive shall not be heated above the maximum safe heating temperature recommended by the manufacturer and shall not be applied at temperature greater than 425 degrees F nor less than 375 degrees F. Plastic Curb with Pylon post components shall be installed and connected together according to the manufacturer's instructions. The plastic curb shall be compatible with the flexible posts. The plastic curb and flexible posts shall be installed together to perform as one traffic device system. One flexible post shall be installed in each plastic curb section. The plastic curb shall be installed by using anchors. SECTION 8-10.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.4 Measurement Plastic curb with pylon shall be measured per each along the line of complete plastic curb including the tapered end cap. SECTION 8-10.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2024 Pavement Preservation/ 8 - 16 April 17, 2024 Project Number: 24-3001.1 8-10.5 Payment The unit contract price per each for "Plastic Curb with Pylon" constitutes complete compensation for all materials, labor, anchors, bolts, tools and equipment necessary for furnish and install the plastic curb with tapered ends with pylons as shown on the drawings and in accordance with the Kent Special Provisions. The unit contract price per each for "Traffic Pylon" constitutes complete compensation for all materials, labor, anchors, bolts, tools and equipment necessary for furnish and install the traffic pylon as shown on the drawings and in accordance with the Kent Special Provisions. 8-13 MONUMENT CASES SECTION 8-13.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.1 Description This work also consists of adjusting existing monument case by placing risers with appropriate height and diameter to finished grade. The existing monument shall not be disturbed. This work also includes referencing for future locates prior to construction activities. SECTION 8-13.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.3 Construction Requirements The actual survey monument is not to be disturbed. If the existing survey monument gets damaged or destroyed, the contractor shall contact the Engineer and is responsible for installing a new monument, case, and cover. The monument's case and cover shall be lowered prior to overlay. Install a new riser and adjust the case and cover to finished grade after the overlay. If a case and cover cannot be lowered, as determined by the Engineer, the contractor shall plane around the existing case and cover. Where the overlay will be placed on existing pavement without planing the contractor shall protect the existing case and cover and install new riser case and cover to finished grade. SECTION 8-13.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.4 Measurement Measurement per each for "Install New Riser for Monument Case and Cover and Adjust to Finished Grade" will be by the unit of each new monuments riser installed. 2024 Pavement Preservation/ 8 - 17 April 17, 2024 Project Number: 24-3001.1 SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING; 8-13.5 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 each for "Install New Riser for Monument Case and Cover and Adjust to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the new monument, case, and cover to finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, backfilling, compacting, surfacing and restoration. Reference Kent Standard Plan 6-72. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. 8-14.3 Construction Requirements SECTION 8-14.3(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. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Placement of detectable warning surfaces (DWS) shall be in accordance with the manufacturer's recommendation. The Contractor shall propose 2024 Pavement Preservation/ 8 - 18 April 17, 2024 Project Number: 24-3001.1 for approval one of the detectable warning surface products listed in the WSDOT Qualified Product List as allowed herein. For new curb ramp construction, DWS shall be placed in fresh concrete before the concrete has reached initial set. For hardened cement concrete or asphalt pavement surface, DWS shall be fabricated in place. Pre-formed DWS panels designated for setting on hardened surfaces are not approved for use. Vertical edges of the detectable warning surface shall be flush with the adjoining surface to the extent possible (not more than 1/4 inch above the surface of the pavement) after installation. The detectable warning surface shall be continuously two feet wide along curb ramp radii with no gaps and shall be yellow matching the color of"Standard Interstate Yellow" paint as specified in Formula K-2-83. Black detectable warning surface may be used when specified on the plans or at the direction of the Engineer. The edge of the DWS shall be at the face of curb at cut- through islands and at the back of curb at curb ramps. Embossing or stamping the wet concrete to achieve the truncated dome pattern shall not be allowed. The following pertains only to Detectable warning surface (DWS)/truncated domes placed on asphalt surfaces or as approved by the Engineer. DWS placed on asphalt or an existing surface shall be non-skid Vanguard ADA Systems - Detectable Warnings or an approved equal and shall be installed by a licensed Vanguard installer per the manufacturers specifications and may not create a vertical discontinuity exceeding 0.25 inches. Thermoplastic or pre-formed will not be permitted. SECTION 8-14.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.3(5) Detectable Warning Surface The detectable warning surface shall be continuously 2' wide along curb ramp radii with no gaps. 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 "Cement Concrete Sidewalk, Downtown Finish," per square yard "Cement Concrete Sidewalk Ramp Type Parallel A," per each "Cement Concrete Sidewalk Ramp Type Perpendicular A," per each "Cement Concrete Sidewalk Ramp Type Parallel B," per each "Cement Concrete Sidewalk Ramp Type Combination," per each "Cement Concrete Sidewalk Ramp Type Single Combination," per each "Cement Concrete Sidewalk Ramp Type Double Combination," per each "Cement Concrete Sidewalk Ramp Type Single Direction A," per each 2024 Pavement Preservation/ 8 - 19 April 17, 2024 Project Number: 24-3001.1 "Cement Concrete Sidewalk Ramp Type Landing," per each "Cement Concrete Sidewalk Island Curb Ramps," per each "Cement Concrete Pad For Hydrant," per each The unit contract price per square yard or per each for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; furnish and install the Detectable Warning Surfaces (DWS) 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. "Cement Concrete Sidewalk, Downtown Finish" shall follow City of Kent Standard Plan 6-36. "Detectable Warning Surface," per linear feet The unit contract price per linear feet for the above item constitutes complete compensation for all materials, labor, tools and equipment necessary to install the detectable warning surfaces as shown on the drawings and in accordance with the Kent Special Provisions. Detectable Warning Surfaces shall be Vanguard ADA Systems or approved equal surface applied detectable warning surface. 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: Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. 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. SECTION 8-20.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3 Construction Requirements Temporary video detection system shall be removed upon installation of associated traffic loop detectors and all hardware shall become property of the City. SECTION 8-20.3(S) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit 2024 Pavement Preservation/ 8 - 20 April 17, 2024 Project Number: 24-3001.1 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 trench for conduit shall not be excavated wider than necessary for the proper installation of the electrical conduit. THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH: The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A tracer wire terminating within junction boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING THE WORDS ""Galvanized steel conduit shall be installed at the following locations:" Item 1. Change to read "All State highway roadbed crossings" Item 3. Contents are deleted, leaving it BLANK SECTION 8-20.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes Slip-resistant surfaces (non-skid) shall have a static coefficient of friction (COF) of 0.6 and WSDOT initial approval such as the Mebecl (their most aggressive surface) manufactured by IKG Industries, SlipNOT Grade 3 - coarse manufactured by W.S. Molnar Company or the TH605 manufactured by Thermion, Inc. THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. 2024 Pavement Preservation/ 8 - 21 April 17, 2024 Project Number: 24-3001.1 SECTION 8-20.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(14) Temporary Video Detection System Temporary video detection systems shall be completely installed, property aimed, calibrated, and made operational prior to any associated induction loop being disabled at an intersection. Coordination with the contractors start date will be required in order to install the temporary detection system before saw cutting the curb ramp radius. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: 8-20.3(14)C Induction Loop Vehicle Detectors THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 16 foot centers. ITEM 4 IS REVISED AS FOLLOWS: 4. All content after the first sentence is DELETED. ITEM 9 AND ITEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK. SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION: Loop sealant shall be CrafcoT"' Loop Detector Sealant 271, or approved equal. Installation shall conform to the manufacturer's recommendations. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-In Cable SPECIFIED TESTS ARE REVISED AS FOLLOWS: Test B - A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C - A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The unit contract price per each for "Junction Box, Type 1" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnish and install junction boxes including 2024 Pavement Preservation/ 8 - 22 April 17, 2024 Project Number: 24-3001.1 but not limited to excavation, backfill, setting to grade, slip-resistant lids and welding the lids shut at the locations shown on the plans. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Remove and Replace Type 1 Junction Box" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to remove, furnish and install new junction boxes including but not limited to excavation, backfill, setting to grade, slip-resistant lids, new stub-out required to relocate the existing box, and welding the lids shut at the locations shown on the plans. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "6 Foot Diameter Traffic Loop" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to provide and install a traffic loop to the size and location shown on the drawings and in accordance with the Kent Special Provisions and WSDOT Standard Specifications. The unit bid price shall include but not be limited to: saw cutting the pavement; the first 40 lineal feet of lead-in wire, sealing; connect new wiring to existing home run cable; testing and any additional labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any sealing, and restoration needed for loop and wire installation. Reference Kent Standard Plans 6-98 and 6-99. The unit contract price per lineal foot for "Additional Lead-In Wire" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the additional lead-in wire at the location shown on the plans and described in the specifications. The unit bid price shall include but not be limited to: saw cutting the pavement; wiring; sealant; connect new wiring to existing home run wire in the existing junction box; testing and any additional labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any sealing and restoration needed for loop and wire installation. Please note, this bid item will be paid based on the lineal footage of saw cutting, regardless of the lineal footage or number of lead-in wire. Measurement begins after the first 40' of individual loop home run cable and saw cut or after two or more loop wire/cuts are combined together to form a lead in. The unit contract price per each for "Signal Standard Foundation" shall constitute complete compensation for all labor, tools, materials and supplies needed to install new Pelco brand rectangular rapid flashing beacon (RRFB) 14' tall posts with breakaway Pelco base and foundation and to provide and install ADA accessible APS pushbutton system on the RRFB assemblies per the plans and WSDOT specifications. (Note: the actual RRFB flashers shall be paid for under the bid item "Median Rectangular Rapid Flashing Beacon- Flasher Only") This bid item includes but is not limited to: brackets; conduits; concrete foundations; 2024 Pavement Preservation/ 8 - 23 April 17, 2024 Project Number: 24-3001.1 Pelco pole, collar, base and rebar cage; Accessible Pedestrian Signals (APS) pushbuttons and sign assembly, extender arms for pushbuttons as necessary to meet ADA standards; all wiring from junction box; fittings; testing; labor and industry inspection; and all other items required for a fully functional system. Refer to WSDOT Std. Plan IS-22, ADA pushbuttons shall conform to KSP 9-29.19, and pole and parts shall be Pelco brand specified in KSP 9-29.6(5). The unit contract price per each for "Installation and Connections- Video Detection Camera" constitutes complete compensation for all video detection components and installation, and shall consist of, but is not limited to: camera/radar (advance) video zoom NTSC 115V AC (color), Astro-Brac camera mount 74" tube with 36" bands, video processor Iteris (EDGE2-IN-PAK) 1 camera 24VDC, video extension module Vantage Edge 2 2-channel, monitoring 9" LCD monitor, cable Siamese Belden 8281 and 16/3 power combined 250 ft. and coordination with the City of Kent Traffic department. This bid item also includes sighting adjustment for phasing and as directed by the engineer. All additional materials not shown in the plans or called for herein and which are required to complete the video detection system installation shall be included in the unit contract price of this bid item. The video detection system shall become the property of the City of Kent upon project completion and will be removed by the City after new loops are installed and connected. No removal allowed for the existing traffic loops and existing signal system before the complete installation and testing of a functional video detection system. The unit contract price per lineal foot for "Conduit Pipe 2 Inch Diameter Schedule 80 PVC" 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, and connection to junction boxes and vaults. The unit contract bid price per ton for "Sand for Conduit Bedding" shall constitute complete compensation for all materials, equipment, tools and supplies necessary to furnish and install the sand for bedding the conduit as shown on the plans and as specified herein. The lump sum contract price for "Installation and Connections- City Owned Video Detection Camera" constitutes complete compensation for the installation and connection of the city owned video detection camera at the SE 2401" Street/132nd Ave SE intersection. This bid item also includes all wiring and connections, testing, sighting adjustment, and all other components necessary for the fully functional detection system as directed by the engineer. All additional materials not shown in the plans or called for herein and which are required to complete the video detection system installation shall be included in the unit contract price of this bid item. This item also includes removal of 2024 Pavement Preservation/ 8 - 24 April 17, 2024 Project Number: 24-3001.1 the system after new loops are installed and connected and delivery to City Signal Shop. The contractor shall coordinate this work with the City's signal engineer and the engineer. The unit contract price per each for "Adjust Existing Junction Box to Finished Grade with ADA Lid" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: cutting existing conduit, adjusting existing facilities within the junction box to adequately adjust to grade. referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The lid at the 228th St/64th Ave Island must meet ADA requirements. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. The unit contract price per each for "Relocate Existing Flashing Beacon Sign and Foundation" shall constitute complete compensation for all materials, labor, tools and equipment required to remove existing flashing beacon sign, post, foundation, and associated junction box and to reinstall sign, post, foundation, and junction box at the location shown on the plans or as directed by the engineer. The price shall include all connections to new and existing systems as needed for a fully functional system and coordination with the City's signal engineer and the Engineer. 8-21 PERMANENT SIGNING 8-21.2 Materials SECTION 8-21.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: All signs and new posts installed on project shall conform to Kent Standard Plans 6-82a-6-84. 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 2024 Pavement Preservation/ 8 - 25 April 17, 2024 Project Number: 24-3001.1 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 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation Relocated signs shall be installed on new Telespar metal posts as detailed in Std. Plans 6-82a-6-84, unless otherwise specified on the plans or by the Engineer. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per each for "Permanent Signing Including Post and Foundation" shall constitute complete compensation for all labor, materials, supplies, tools and equipment necessary to supply and install the traffic sign as shown on the plans and described in the specifications. This bid item shall include but is not limited to: providing and installing the concrete foundation, sign, post and cleanup. The unit contract price per each for "Remove Existing Sign" shall constitute complete compensation for all labor, materials, supplies, tools and equipment necessary to remove and dispose of the traffic sign as shown on the plans and described in the specifications. The unit contract price per each for "Relocate Existing Sign" constitutes complete compensation for all labor, materials, supplies and equipment necessary to either remove, temporarily alter, replace foundation, replace existing wood or damaged post with Telespar metal post, disposal of replaced post, relocate and reinstall traffic and/or informational signs as shown on the plans or directed by engineer and described in the specifications. The unit contract price per each for "Relocate Existing Planter Pot" constitutes complete compensation for all labor, materials, supplies and equipment necessary to remove, temporarily alter, replace foundation, relocate and reinstall the concrete planter pot as shown on the plans or directed by engineer and described in the specifications. The unit contract price per each for "Relocate Existing Trash Can" constitutes complete compensation for all labor, materials, supplies and equipment necessary to remove, temporarily alter, replace foundation, relocate and reinstall the trash can as shown on the plans or directed by engineer and described in the specifications. 2024 Pavement Preservation/ 8 - 26 April 17, 2024 Project Number: 24-3001.1 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of two feet wide parallel SOLID WHITE lines per Kent Standard Plan 6-75. Crosswalk stripes shall be aligned to avoid the wheel path of through traffic. THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING: A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 inch space. The broken or "skip" pattern shall be based upon the City's 12-foot line and a 30-foot space, except where the existing paint markings use a different pattern in which case the existing pattern will be used. The solid line shall be installed to the right of the broken line in the direction of travel. THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Painted Curb A SOLID YELLOW stripe, just wide enough to completely cover the concrete curbing. SECTION 8-22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Paint shall only be used when applying the following application. • Temporary Pavement Marking Long Duration • Repainting of existing paint lines • Painting curb Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Crosswalk Lines • Plastic Stop Lines (24 inch wide) • Plastic Stop Lines (12 inch wide) Type B (Pre-Formed Fused Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Speed Cushion and Raised Crosswalk chevron markings • HOV Symbols • PED Symbols (Facing curb or facing traffic) Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings. • Plastic Traffic Arrows 2024 Pavement Preservation/ 8 - 27 April 17, 2024 Project Number: 24-3001.1 • Plastic Traffic Letters and Numbers • Profiled Plastic lane lines • Plastic flat long lines • Profiled Plastic wide lane lines • Plastic Bike Lane Lines not applied in sidewalk • Profiled Plastic Double Yellow Centerlines • Profiled Plastic Two-Way Left Turn Lane Lines MMAX AREA MARKINGS WITH CORUNDUM (Type D - Liquid Cold Applied Methyl Methacrylate with Corundum) shall be used when applying the following pavement markings. • Plastic Bike Lane Lines applied in sidewalk • Plastic Bike Lane Symbols (This is usually Type B torch down) (Head Facing curb or head facing traffic lane) • Plastic Green Bike Lane lines • Single Solid Plastic Edge Line applied in sidewalk • Plastic Green Bike Lane lines • Green bike crossing • All other pavement markings installed in sidewalks and pedestrian pathways for the purpose of directing cyclists. Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. Type A plastic material shall be BC2000 series or approved equal meeting the requirements of Section 9-34 and the following requirements. Type A plastic materials shall be capable of being applied at a temperature between 375 OF to 450 OF (190 °C to 230 IC) and to the required thickness without excessive overspray, running or deformation of the edges. Type A plastic materials shall be capable of bearing traffic within 5 minutes after application, 10 minutes when pavement surface temperature is at or above 130 °F(540C), and show no deformation or flaking at temperatures between -10 IF to 140 OF (- 23 °C to 60 IC). The marking compound shall contain glass beads and shall have top dressing of glass beads applied. Type B plastic material shall have glass beads homogeneously blended throughout the material with a securely bonded protruding exposed layer of beads that provide immediate and required retroreflectivity. No additional glass beads shall be needed to be dropped on the material during application to obtain the required retroreflectivity. MMAX AREA MARKINGS WITH CORUNDUM shall meet the requirements of Section 8-22.3(A). No glass beads are required. Type D plastic material shall meet the requirements of Section 9-34. Glass beads shall be as recommended by the material manufacturer. Raised Pavement Markers shall meet the requirements of Section 8- 09.2. All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). 2024 Pavement Preservation/ 8 - 28 April 17, 2024 Project Number: 24-3001.1 SECTION 8-22.3 IS SUPPLEMENTED WITH THE FOLLOWING; 8-22.3 Construction Requirements Profiled and Embossed plastic lines shall be constructed in accordance with the WSDOT Standard Plan M-20.20-02. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-74. All traffic pavement marking letters and numerals shall be 8-feet high per WSDOT Standard Plan M-80.10-01 and M-80.20-00 for high-speed application (regardless of the posted speed limit of the street), with the exception of the "R" in the railroad crossing symbol which shall be as shown on Kent Standard Plan 6-78M. SECTION 8-22.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION 8-22.3(A): 8-22.3(A) MMAX AREA MARKINGS WITH CORUNDUM MMAX AREA MARKINGS WITH CORUNDUM is designed to meet the non- slip requirements needed for cyclist and shall be mixed and installed in accordance with the Manufacturer's specifications conforming to the following requirements: Materials used to create MMAX AREA MARKINGS WITH CORUNDUM shall consist of MMAX AREA MARKING Pre-pigmented Methyl Methacrylate Resin, MMAX AREA MARKING hardwearing aggregate and catalyst. MMAX AREA MARKINGS will have the following performance properties: Density 18.5 +/- 0.5 Lbs. / Gallon Solids >99% ASTM D2205 Build Thickness 90 +/- 10 Mils VOC <100 Grams/Liter Pot Life N15min AASHTO T237 Skid >60 ASTM E303 Hardness 50-60 ASTM D2240 Water Absorption <0.25% ASTM D570 Keep materials in dry, protected areas, between 40°F to 80°F. Keep out of direct sunlight and protected from open flame. Finished Color: E-F Bike Lake Green or White as specified in the contract plans. Methyl Methacrylate Resin: Methyl Methacrylate resin shall have the following properties:. Density 12.8 +/- 0.35 Lbs/Gal Tensile >2000 psi ASTM D638 Elongation >70% ASTM D638 Flash Point >50°F / 100C ASTM D1310 2024 Pavement Preservation/ 8 - 29 April 17, 2024 Project Number: 24-3001.1 Resin must be supplied in compliant metal pails that have UN1A2Y1.9/100 rating. Aggregate: Hardwearing Aggregate shall be provided by the manufacturer and will have a hardness of 9 on the Mohs scale. Aggregate shall be a neutral, light color that will not affect the color of the finished product, and will have a mesh sizing of 24 Grit. Aggregate must be supplied in 25.5 +/- lbs. (11.7 +/- 0.23kg) pre- packaged bags or pails. Catalyst: Catalyst shall come in a powder form and be supplied in bulk at the maximum usage rate of 0.51 +/-0.2 Ibs (0.23 +/- 0.09 kg) per mixed pail of resin and aggregate. Application: Ambient and surface temperature for installation shall be between 40- 100°F, and should be 50F above the dew point temperature with less than 75% relative humidity. Clean the intended application area thoroughly. All loose particles, dirt, sand dust, etc. must be removed. Broom and use a power blower or compressed air. The surface must be clean, dry and free of all dust, oil, debris and any other material that might interfere with the bond between marking and the surface to be treated. All concrete curing compounds shall be completely removed from concrete surfaces prior to installation by shot blasting or grinding. Existing concrete surfaces shall be wire brushed, but may require shot blasting or grinding dependent on condition.' Clean areas containing chemical contaminants such as vehicle fluids, using a degreasing solution, and ensure removal of contaminants and degreasing solution well in advance of the application. Existing pavement markings that are to be left in place, utilities, drainage structures, curbs and any other structure within or adjacent to the treatment location shall be masked to protect from application. Existing pavement markings conflicting with the surface treatment must be removed by grinding or water blasting. Extra care must be taken to thoroughly remove the dust and debris caused from grinding. Installed pavement marking must be 100% cured, which will be a hardened solid state, before opening the marked area to traffic. SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting 2024 Pavement Preservation/ 8 - 30 April 17, 2024 Project Number: 24-3001.1 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. On new concrete street pavement, the location of lane lines shall be adjusted such that placement is not at panel seams. SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). Typically, MMAX AREA MARKINGS WITH CORUNDUM material applied to new HMA pavement requires a pavement cure period of 15 days and MMAX AREA MARKINGS WITH CORUNDUM material applied to new Portland cement concrete pavement requires a pavement cure period of 30 days. SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. 2024 Pavement Preservation/ 8 - 31 April 17, 2024 Project Number: 24-3001.1 SECTION 8-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3)B Line Patterns Double Solid Yellow Center Line - Two solid yellow lines, each 4 inches wide, separated by a 4-inch space. Single Solid Yellow Center Line - One solid yellow line, 4 inches wide, to delineate adjacent curb, barrier, etc. at select locations. Skip Center Line - A broken yellow line 4 inches wide. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Skip center stripe may be used as centerline delineation on select two way highways and streets. Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches wide, with a broken yellow line 4 inches wide, separated by a 4-inch space. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. The solid line shall be installed to the right of the broken line relative to the direction of travel and for each direction of travel. Skip Lane Line - A broken white line 4 inches wide to delineate adjacent lanes traveling in the same direction. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Gore / Wide Lane Line - A solid white line 8 inches wide used for delineation at ramp connections, to separate left and right turning movements from through movements, to separate high Occupancy Vehicle (HOV) lanes from general purpose lanes, for traffic islands, hash marks, chevrons, and other applications. Wide Dotted Line - A broken white or yellow line, 8 inches wide, matching color with its associated solid or broken line. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Dotted Line - A broken white or yellow line, 4 inches wide, matching color with its associated solid or broken line, an extension of an edge line, lane line, or centerline used at exit ramps, intersections, horizontal curves, multiple turn lanes, and other locations where the direction of travel for through traffic is unclear. The dotted pattern shall be based on a 8-foot unit consisting of a 2-foot line and a 6-foot gap. 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. Non-profiled. Bike Lane Line - A non-profiled solid white line 8 inches wide that is used to delineate a bike lane adjacent to general purpose lanes. Non- profiled. 2024 Pavement Preservation/ 8 - 32 April 17, 2024 Project Number: 24-3001.1 Dotted Bike Lane Line - A non-profiled dotted white line 8 inches wide with the dotted pattern based on an 8-foot unit consisting of a 2- foot line and a 6-foot gap. A Bike Dotted Lane Line is used to discontinue a Bike Lane Line in advance of right-turns at major intersections or corresponding with transit stops. Painted Curb — A SOLID stripe, white or yellow or red, wide enough to fully cover the curbing without over spraying onto the pavement. Crosswalk Stripe - A series of pairs of parallel SOLID WHITE lines, minimum 8-feet long as shown in Kent Standard Plan 6-75M and/or plans. The 4 ft x 4 ft clear space beyond the curb face of a curb ramp shall be entirely contained within the width of the crosswalk. Double Dotted Extension Line — Two broken yellow line, each 4 inches wide, separated by a 4-inch space. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot lines and a 6-foot gap. Edge Line / Solid Lane Line — A single solid white line 4 inches wide used for road edge and lane delineation, bike lane delineation, adjacent lanes traveling in the same direction or bus pull-outs. Diagonal Line (Cross Hatch) — A single solid white line 4 inches wide used for striping no vehicle areas. Crosswalk Stripe - A series of two feet wide parallel SOLID WHITE lines per Kent Standard Plan 6-75. SECTION 8-22.3(3)F IS SUPPLEMENTED WITH THE FOLLOWING: 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 8-22.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-22.3(4)A Tolerances For Traffic Letters and Symbols Traffic Letters - The letter's width of field of a marking shall be not be less than specified in the WSDOT Standard plans specified in the Contract or greater than specified plus 1/4 inch. Edges shall be crisp and sharp with no more than 1/4 inch variation in width. Seam and overlap of plastic marking material are not allowed in field of a marking that are less than 12 inches wide. Overlap of plastic material will be limited to 3 2024 Pavement Preservation/ 8 - 33 April 17, 2024 Project Number: 24-3001.1 in field of a marking that are 12 inches or greater. Gap between passes of plastic material to form traffic letters will not be allowed. Symbols — The dimension of the symbols shall be not less than specified in the in the Contract or greater than specified dimensions plus 1/4 inch. Edges shall be crisp and sharp with no more than 1/4 inch width variation. Seam and overlap of plastic marking material is not allowed in field of a marking that are less than 12 inches wide. Overlap of plastic material will be limited to 3 in field of a marking that have width 12 inches or greater. Gap between passes of plastic material to form symbols will not be allowed. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4). SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(6) Removal of Pavement Markings Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Only hydroblasting equipment will be allowed for the removal of pavement markings. Vacuum shrouded equipment, or other equally effective means, shall be used to contain and collect all debris and excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated marking. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8-09.3(1) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement 2024 Pavement Preservation/ 8 - 34 April 17, 2024 Project Number: 24-3001.1 The measurement for all painted and plastic lines will be based on the total length the line installed. No deduction will be made for the unmarked area when the marking includes a broken line. No additional measurement will be made for more than one line such as double yellow centerline and TWLTL. No additional measurement for payment will be mode for the required second application of paint. No additional measurement for payment will be made for additional application required to meet thickness reequipment for plastic markings. Traffic arrows, traffic letters, HOV symbols, railroad crossing symbols, bicycle lane symbols will be measured per each. The measurement for "Painting Traffic Curb" will be based on the total length of painted curb. No additional measurement will be made for curbing painted on both sides of the curbing. SECTION 8-22.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "Painted Yellow Curb," per linear foot. "Profiled Plastic Wide Line," per linear foot "Profiled Plastic Skip Lane Line," per linear foot "Painted Skip Lane Line," per linear foot "Profiled Plastic Edge Lane Line," per linear foot "Plastic Edae Lane Line," per linear foot "Painted Edge Lane Line," per linear foot "Profiled Plastic Double Yellow Centerline," per linear foot "Painted Double Yellow Centerline," per linear foot "Profiled Plastic TWLTL Line," per linear foot "Plastic TWLTL Line," per linear foot "Painted TWLTL Line," per linear foot "Profiled Plastic Dotted Line," per linear foot "Plastic Stop Line (24 inch widej," per linear foot "Plastic Stop Line (12 inch Wide)" per lineal foot "Paintincl Traffic Curb," per lineal foot The unit contract price per lump sum for "Permanent Channelization" 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. The unit contract price per each for "Bolt Down Rubber Speed Bump" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install black and white striped, bolt down rubber speed bumps at the locations shown on the 2024 Pavement Preservation/ 8 - 35 April 17, 2024 Project Number: 24-3001.1 plans and described in the specifications. The speed bumps shall be black and white striped, 10-feet long, a minimum 2-inches tall, and 12- inches wide. They shall be bolted, not glued, into the existing pavement with bolts provided with the speed bump kit or approved equal. The contractor may use TreeTop Products Black/White Premium Rubber Speed Bump Systems or approved equal. 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.1 Description The work shall consist of furnishing, installing and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the plans or directed by the Engineer and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.4 Measurement No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.5 Payment 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. 8-24 GRAVITY BLOCK RETAINING WALL SECTION 8-24.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-24.1 Description (Kent Special Provisions) Where shown on the plans or where directed by the Engineer, the Contractor 2024 Pavement Preservation/ 8 - 36 April 17, 2024 Project Number: 24-3001.1 shall construct the gravity block retaining wall in accordance with the plans and specifications. SECTION 8-24.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-24.2 Materials (Kent Special Provisions) Gravity Block Retaining Wall Gravity block wall blocks shall be concrete blocks in the shape of rectangular prisms with dimensions of 8" high, 18" wide and 12" deep, and accommodate alignment pins 0.5 inches diameter x 5.25 in length, or approved equal. Except as otherwise specified, gravity block wall blocks will be accepted by the Engineer based on visual inspection only, with no minimum compressive strength and no air content requirements for the concrete used in the block. Gravity block wall blocks for permanent walls of heights greater than six feet and less than 15 feet shall be cast with Class 3000 concrete, conforming to the air content requirements of Section 6-02.3(2)A. Commercial concrete shall not be used. Gravity block wall blocks for permanent walls of these heights will be accepted based on visual inspection, and conformance to Section 6-02.3(27) and the specified concrete strength and air content requirements. SECTION 8-24.3 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-24.3 Construction Requirements (Kent Special Provisions) Block walls shall be started by excavating the existing ground as staked by the Engineer and providing a bury depth for the bottom block not less than one inch, for each block row, below the subgrade. All excavation for the block wall shall be completed before beginning placement of sections. Initial block placement shall be such that each unit is level side to side and back to front. A six-inch tolerance will be permitted for the exterior slope plane and grade in the finished surface of the structure. Before beginning any excavation for the wall, the slopes of the adjacent embankments shall be dressed true to the lines and grade required by the plans. Each horizontal row of blocks shall be seated and bedded by tamping and compacting the backfill material behind the row to provide a stable condition for the entire wall. Each block shall rest firmly on previously placed courses and shall be keyed into previous block course by utilizing the manufacturer's recommended process. Blocks shall be individually placed. Placement by mechanical methods will not be permitted. 2024 Pavement Preservation/ 8 - 37 April 17, 2024 Project Number: 24-3001.1 No payment shall be made for improperly placed blocks. The Contractor shall follow the manufacturer's construction standards, the construction requirements as stated in this section and the geotechnical report included in Appendix A-6 of these specifications, and the Construction Guide notes on the construction plans. Gravity Block Retaining Wall Section 8-24.3(2) is supplemented with the following: (January 7, 2002) Definitions Temporary Gravity Block Wall: A gravity block wall that is constructed and removed under the same contract. Temporary gravity block walls shall not exceed ten feet in height, measured from the bottom of the bottom row of blocks to the top of the highest block. Permanent Gravity Block Wall: A gravity block wall that remains in place after the conclusion of the contract under which the gravity block wall was constructed. Permanent gravity block walls shall not exceed 15 feet in height, measured from the bottom of the bottom row of blocks to the top of the highest block. Submittals The Contractor shall submit working drawings of the gravity block wall to the Engineer for approval in accordance with Section 6-01.9. The working drawings shall include, but not be limited to, the following: 1. Plan, elevation, and section views of the wall, showing the layout, batter, and orientation of the blocks. 2. Dimensions and details of the blocks, including details and locations of block erection lifting loops and inserts, and the features designed to interlock blocks together if the blocks have such features. 3. Method and equipment used to erect the blocks. 4. Erection sequence. The Contractor shall not begin fabricating gravity block wall blocks until receiving the Engineer's approval of the working drawing submittal. Gravity Block Wall Erection After excavating for the wall base, the Contractor shall grade the excavation for a width equal to or exceeding the width of the bottom row of blocks. The base shall be graded to the base elevation shown in the Plans and working drawings as approved by the Engineer, and shall accommodate the batter of the bottom row of blocks. The Contractor shall erect the gravity block wall and place the backfill in accordance with the erection sequence as approved by the Engineer. The top of the gravity block wall shall be within two inches of the line and grade shown in 2024 Pavement Preservation/ 8 - 38 April 17, 2024 Project Number: 24-3001.1 the Plans. The backfill shall be compacted in accordance with Section 2- 03.3(14)C, Method C. The Contractor shall repair all large blemishes, honeycombed areas, and chipped surfaces, (25 square inches and larger) on the exposed face of the erected wall using methods and materials as approved by the Engineer. SECTION B-24.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-24.4 Measurement (Kent Special Provisions) The measurement for rock or gravity block retaining wall shall be by the square foot of wall face (SFWF) constructed. SECTION B-24.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-24.5 Payment (Kent Special Provisions) The contract price per square foot of wall face for "Gravity Block Wall" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to install the wall in accordance to the plans and specifications. The cost for excavation, backfill, perforated PVC underdrain pipe, filter fabric, connection to City storm drain system, and crushed surfacing top course leveling pad shall be included in this bid item. 2024 Pavement Preservation/ 8 - 39 April 17, 2024 Project Number: 24-3001.1 DIVISION 9 - MATERIALS 9-03 AGGREGATES 9-03.14 Borrow SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 Inch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. 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 2024 Pavement Preservation/ 9 - 1 April 17, 2024 Project Number: 24-3001.1 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. 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 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2024 Pavement Preservation/ 9 - 2 April 17, 2024 Project Number: 24-3001.1 9-14.2(4) Sandy Loam Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) ......... 100% Passing 1 mm sieve ................................. 80% minimum Passing 0.15 mm sieve ............................. 15% maximum SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Seed 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 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 trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: 2024 Pavement Preservation/ 9 - 3 April 17, 2024 Project Number: 24-3001.1 Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous...... 16% of weight Total available Potassium ......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen............21% (Analyzed as N) Available phosphorous.............0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.5 Mulch and Amendments SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.5(8) Compost 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 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 2024 Pavement Preservation/ 9 - 4 April 17, 2024 Project Number: 24-3001.1 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, EXCEPT "NO PARKING ANYTIME" SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro- reflectorized sheeting. 9-28.14 Sign Support Structures SECTION 9-28.14(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 9-28.14(2) Steel Structures and Posts Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as specified in the plans or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to ASTM A 36. Truss member connection hardware shall conform to Section 9-06.5(3). Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge mounted sign brackets shall conform to ASTM A 36. U bolts, and associated nuts and washers, shall be stainless steel conforming to Section 9-28.11, and shall be fabricated hot. Anchor rods, nuts and washers for sign bridge structure foundations shall conform to Section 9-06.5(4). Anchor rods for cantilever sign structure foundations shall conform to ASTM F 1554 Grade 104, including the appropriate supplemental requirements for grade and manufacturer's identification, and charpy impact testing (15 foot- pounds minimum at 40F). Nuts and washers for cantilever sign structure foundations shall conform to AASHTO M 291 Grade DH and AASHTO M 293, respectively. Anchor rods for sign bridge structures and cantilever sign structures shall be galvanized after fabrication a minimum of 1'-0" at the exposed end in accordance with AASHTO M 232. Anchor rod templates shall conform to ASTM A 36, but need not be galvanized. 2024 Pavement Preservation/ 9 - 5 April 17, 2024 Project Number: 24-3001.1 Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111, unless noted otherwise in the plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the plans or Kent Special Provisions, metal surfaces shall not be painted. Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modifications are contemplated, the Contractor shall submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. 9-29 ILLUMINATION, SIGNAL, ELECTRICAL SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE BEGINNING OF THIS SECTION: 9-29.1 Conduit, Innerduct, and Outerduct Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THESE SECTIONS: 9-29.2(1)A Standard Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. 9-29.2(1)B Heavy-Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. 9-29.6 Light and Signal Standards SECTION 9-29.6(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRPH AT THE BEGINNING OF THIS SECTION: 9-29.6(2) Slip Base Hardware Unless otherwise specified on the Street Lighting Plans, street light standards shall not have slip bases. SECTION 9-29.6(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 9-29.6(5) Foundation Hardware 2024 Pavement Preservation/ 9 - 6 April 17, 2024 Project Number: 24-3001.1 "RRFB Post and Pedestrian Pushbutton Assembly" post shall be Pelco brand rapid flashing beacon assemblies furnished and installed as described below. Foundation shall conform to WSDOT Standard Plan J- 21.10 slip base round concrete foundation detail but the Pelco anchor bolt assembly and other Pelco required parts and model numbers are specified below. All parts shall be installed per the manufacture's recommendation and shall be finished with process no color. Pole Cap Pole & Arm Cap, Alum Pole PB-5102 - 14' height, Pedestal Pole, 4"-8 NPT Sch 80, Spun Alum Collar PB-5325 - Pole & Base Collar Assembly, Alum Base PB-5336-NL-3S-GL-PNC- Square Base Assembly, Alum -15K Capacity Heat Treated w/ Alum Door Anchor Bolt Cage AP-1095-GLV - Anchor Bolt Cage, Galv 3/4"-10NC x 18" w/ 36" Rebar 13" Bolt Circle 9-29.12 Electrical Splice Materials SECTION 9-29.12(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(1) Illumination Circuit Splices Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. They shall employ the following moisture-blocking insulation. ScotchTm 2200/2210 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently- applied ScotchkoteTM 054007-14853 Electrical Coating. SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotch T"#06147 Electrical Moisture Sealant, or approved equal. 2024 Pavement Preservation/ 9 - 7 April 17, 2024 Project Number: 24-3001.1 KE NT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-22 Typical Water Main Trench STORM 5-19 Beveled End Pipe Section 5-20 Trash Screen 5-31 Filter Fabric Fence 5-37 Storm Drain Markers STREET 6-29a Traffic Calming Speed Cushion Sheet 1 of 2 6-29b Traffic Calming Speed Cushion Sheet 2 of 2 6-33 Cement Concrete Curbs 6-34 Curb and Sidewalk Joint Example 6-35 Expansion and Contraction/Control Joints 6-36 Downtown Sidewalk 6-39 Cement Concrete Sidewalk End Transitions 6-40 Sidewalk Thickened Edge and Raised Back of Sidewalk 6-42 Residential Cement Concrete Driveway Approach 6-72a Standard Monument, Monument Case, Cover and Riser 6-72b Alternate Diameter Monument Case Riser 6-73 Typical RPM Lane Markings 6-74 Typical Lane Markings 6-75 Thermoplastic Crosswalk Markings 6-76 Thermoplastic Arrows, Stop Bars & Only Legend 6-78 Railroad Warning Pavement Markings 6-79 Typical Pavement Markings 6-80 Symmetrical Left Turn Pocket Layout 6-81 Left Turn Pocket at End of Two Way Left Turn Lane Layout 6-82a Sign Post Installation Type A 6-93 Junction Boxes 6-98 Induction Loop Details 6-99 Induction Loop Installation Notes 2024 Pavement Preservation/ A - 1 April 17, 2024 Project Number: 24-3001.1 6-100 Induction Loop Placement 2024 Pavement Preservation/ April 17, 2024 Project Number: 24-3001.1 UNPAVED AREAS PAVED AREAS PAVEMENT RESTORATION PER STANDARD PLANS 6-64 THRU 6-67 EXISTING PAVEMENT SURFACE RESTORATION AS I SAWCUT(TYP.) SURFACE SPECIFIED ON APPROVED PLANS vo a %VAA VA/VAA/VAS GRAVEL BORROW PER WSDOT 9-03.14 OR SUITABLE EXCAVATED \� SEE STANDARD PLANS 6-64 MATERIAL COMPACT TO 90% \ THRU 6 67 FOR TRENCH 36" MIN. 48"MIN. MINIMUM OF MAXIMUM DENSITY ��j< RESTORATION UNDER IN UNPAVED AREAS % PAVEMENTS 10"OR 12"OR GREATER GREATER PIPE SIZE PIPE SIZE 12"MIN. \/ PIPE ZONE MATERIAL SHALL BE 5/8"CSTC PER WSDOT 9-03.9. PIPE i 4"MIN. SEE NOTE 2 VA/AA/AA VA/AA/AAi SEE NOTE 1 NOTE: UNPAVED AREAS PAVED AREAS 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE: 30"FOR PIPE UP TO AND INCLUDING 12"NOMINAL DIAMETER. O.D. PLUS 16"FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. 2. WHEN POOR QUALITY FOUNDATION MATERIAL IS ENCOUNTERED BELOW THE BEDDING MATERIAL,THE CONTRACTOR SHALL OVER-EXCAVATE AND IMPORT BACKFILL MATERIAL MEETING THE REQUIREMENTS OF WSDOT STANDARD SPEC 9-03.9(2)OR WHEN DIRECTED BY THE ENGINEER.THE USE OF GEOTEXTILE SEPARATION FABRIC MAY ALSO BE REQUIRED TO STABILIZE THE BASE. 3. BENCH AS NEEDED FOR SHORING OR TRENCH BOX(TYP.)WHEN DEPTH OF TRENCH IS 4 FT.AND GREATER. 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 WAq�j�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. pqx , � CITY OF KENT Z ENGINEERING DEPARTMENT KENT TYPICAL WATER MAIN TRENCH 4 WASNINOTON 96 DESIGNED COK — SCALE NONE STANDARD PLAN DRAWN COK ICNAL CHECKED COK DATE 12/2019 Z APPROVED ENGINEER J END SECTION 1'MIN. 3 O1 � (TYP.) PIPE IOTNT METAL PIPE NOTES: 1. SIDE SLOPE SHALL BE WARPED TO MATCH THE BEVELED PIPE END.WHEN CULVERT IS ON SKEW,BEVELED END SHALL BE ROTATED TO CONFORM TO SLOPE,IF SLOPE DIFFERS FROM 3;1,Pi PE SHALL BE BEVELED TO MATCH SLOPE, 2. BEVELED ENT}PIPE SHALL BE PRECAST CONCRETE PIPE OR DUCTILE IRON ONLY.THE PIPE TYPE SHALL BE CONSISTENT THE ENTIRE LENGTH OF ANY REQUIRED CULVERT OR TO THE NEAREST STRUCTURE PRIOR TO THE BEVELED OUTFALL. TONGUE END ON INLET END GROOVE END ON OUTLET END ENDS TO FIT ADJACENT PIPE SECTIONS ROUND EDGES —_CE— -E PLAN END SECTION 1'MIN. 3 Nos Q 1 — — (IYP.) `v — — — -- — — — — — —i ELEVATION CONCRETE PIPE NOTE.THIS PLAN 15 NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FI—E AT THE CITY OF ��pF WAShf � KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT 0401 }EERWO 17EPAMUENT KENT BEVELED END PIPE SECTION r3829fi w� oRAwHED GQK. SCALE NQ_;E STANDARI3 PLAN �aNAL E CHECKED COK DATE z — 5-1 9 encix APPR6VEQ 3/4"DIAMETER GALVANIZED STEEL BAR (4) 1/4"x2"X8"GALVANIZED STEEL STRIPS. BEND AND WELD (2) 1/4"0"GALVANIZED STEEL STRIPS TO FRAME,SPACE UNIFORMLY VERIFY ANGLE OF BEVEL WITH RACK 7 SUPPLIER. 1:1 OR GREATER REQUIRED 5" 0 VARIES STORM DRAIN PIPE (12"QJ OR LARGER) 0 6"MAX. SPACING DRILL THROUGH PIPE MATERIAL &STEEL STRIPS. BOLT WITH 1/2" S. STEL. HEX BOLTS 3/4"DIAMETER GALVANIZED STEEL BARS.WELD ENDS TO FRAME NOTES: 1. WELD AT ALL JOINTS. 2. SHOP DRAWINGS REQUIRED. 3. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36. 4. DEBRIS CAGE SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH AASHTO M111 (ASTM A123). 5. GALVANIZING SHALL BE PER WSDOT STD. SPECIFICATION 9-05.16. 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 TRASH SCREEN WASHINGTON 29 1.� DESIGNED_ COK SCALE NONE STANDARD PLAN DRAWN COK SIONAL CHECKED COK DATE 12/2019 G �O APPROVED ENGINEER J WIRE FABRIC NEWLY GRADED OR 3 DISTURBED SIDE SLOPE 2 2 FILTER FABRIC MATERIAL z FLOW \ \ N WASHED ROCK z NATIVE BACKFILL MATERIAL OR iO 3/4"-1.5"WASHED GRAVEL 6"x6" JOINTS IN FILTER FABRIC TRENCH SHALL BE SPLICED AT POSTS. USE STAPLES,WIRE RINGS, u OR EQUIVALENT TO ATTACH FABRIC TO POSTS. SECTION A-A 2"x2"x14 GAUGE WELDED WIRE FABRIC OR FILTER FABRIC MATERIAL WIRE RINGS EQUAL(IF 180# EXTRA STRENGTH FABRIC MIRAFI 100X OR QUIVALENT A (T,P) IF USED MAY ELIMINATE WIRE FABRIC) STEEL OR 2x4 A WOOD POSTS 11 11 11 6'O.C. INSTALLATION NOTES: ELEVATION 1. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.THE NEWLY DISTURBED AREAS RESULTING FROM FILTER FABRIC REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY THE ENGINEER. 2. FILTER FABRIC FENCES SHALL BE INSPECTED NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT IMMEDIATELY AFTER EACH RAINFALL AND AT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE LEAST DAILY DURING PROLONGED RAINFAL ��F�EY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ANY REQUIRED REPAIRS SHALL BE MADE 1 �OF WA III�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. IMMEDIATELY, CITY OF KENT ENGINEERING DEPARTMENT 3. REMOVE SEDIMENT WHEN IT REACHES ^�~ 1/3 FENCE HEIGHT. KENT FILTER FABRIC FENCE 9 WASHINGTG" 4. INSTALL THE SILT FENCE FIRST. AFTER THE SILT FENCE HAS BEEN INSTALLED, DESIGNED COK - SCALE NONE STANDARD PLAN CONSTRUCT BERM AND TRENCH. �S�IONAL CHECKED COK DATE 12/2019 APPROVED ENGINEER 5-31 DUMPIlVa 41 PUBLIC CATCH BASIN MARKER On*f • • PRIVATE CATCH BASIN MARKER NOTE: 1. CATCH BASIN MARKER SHALL BE AFFIXED WITH MANUFACTURER'S EPDXY IN DRY WEATHER,40 DEGREES AND WARMER.IF CURB EXISTS, MARKER IS PLACED ON TOP OF CURB. IF RAISED EDGE PAVEMENT, MARKER PLACEMENT IS ON THE WEDGE. IF NEITHER EXIST, MARKER WILL BE PLACED ON SIDE LEAST EXPOSED TO TRAFFIC. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �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 KENT STORM DRAIN MARKERS WASHIHGTON 9 DESIGNED COK - SCALE NONE STANDARD PLAN DRAWN COK AL CHECKED COK DATE 12A2019 APPROVED ENGINEER 5-3 7 E?[ISTING CURB A r--1'WIDE THERMOPLASTIC STRIPE AND GUTTER B q r. $ .a YELLOW CENTERLINE(SEE 3 — STANDARD PLAN 6-73), zo SEAL COAT ENTIRE AREA EXTEND CENTERLINE w OVER AND 30'IN ADVANCE OF CUSHION, o w SEE SPEED CUSHION SIDE TAPER DETAIL(TYP),SHEET 2 6' A 12' MARKING DETAIL SPEED CUSHION NTS 90, 2"OVERLAY THIS AREA THERMOPLASTIC 25' 12, 25' 8' 6' LETTERING(TYP.) SEE STANDARD ! PLAN 6-76. 10, BUTT JOINT O� C== 1Q' C BUTT $` JOINT 6T 8' NOTES: 1. SIGNS AND MARKINGS TYPICAL BOTH DIRECTIONS. SPEED DISTANCE TO SIGN gP�pg 2. SEE STANDARD PLANS 6-B2&6-83 FOR SIGN INSTALLATION. AHEAD TO BE DETERMINEDIN THE FIELD BY THE 3. A TEMPLATE MUST BE USED 1N SHAPING THE SPEED CUSHION. ENGINEER 4. SPEED CUSHION MUST BE MADE IN TWO LIFTS. USE SINGULAR("BUMP")ON SIGNS WHERE ONLY ONE SPEED CUSHION IS INSTALLED. 5. 2"OVERLAY NOT REQUIRED FOR NEW PAVEMENT OR EXISTING M,P,H, 30'00"BLACK ON YELLOA,4"LETTERING PAVEMENT DETERMINED TO BE IN GOOD CONDITION BY THE ENGINEER, W13-1,18"xI8" NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF pF KA+S,Yf KENT.A COPw MAY BE OBTAINED UPON REQUEST. C ITYRlOFEPNG KMENT TRAFFIC CALMING KENT SPEED CUSHION SHEET 1 OF 2 'p 38296 r� SS'I'�� QRAWHED COCK SCALE NONE SrANRARO PLAN ��IOIVAL r CHECKED COK DATE 1 1/2020 APPR4y�ER ❑`+T nL�y❑ FMa1FETli .7 1 1' 1' VARIES" 1 2' 1' 4' 1' 2' 1' VARIES" 1' 1' I TYP CURB SEE DETAIL BELOW TYP CURB PLANE 1/2" OFF 7 EXISTING PAVEMENT SPEED CUSHION SECTION A-A NO SCALE TACK COAT EXISTING PAVEMENT 6 TYP' ASPHALT PAVEMENT SEE DETAIL BELOW HMA CLASS 1/2" PLANE 1/2"OFF EXISTING PAVEMENT 12' SPEED CUSHION SECTION B-B NO SCALE 0 0.64 1.22 1.75 2.22 2.64 3.00 3.31 3.56 3.75 3.89 3.97 4.00" - 4" SPEED CUSHION 0 0.56 1.07 1.53 1.94 2.31 2.63 2.89 3.11 3.28 3.40 3.48 3.50" - 3.5" SPEED CUSHION 0 0.48 0.92 1.31 1.67 1.98 2.25 2.48 2.67 2.81 2.92 2.96 3.00" � 3" SPEED CUSHION 6" I P TACK COAT EXISTING 6' PAVEMENT SPEED CUSHION EDGE(TYP) COMPACTED DEPTHS NOTE: 1. MAXIMUM ALLOWABLE CONSTRUCTION CLEARANCE TOLERANCE MEASURED AT THE PEAK HEIGHT OF THE SPEED CUSHION SHALL BE BETWEEN 0.25 INCH BELOW AND 0.50 INCH ABOVE THE DESIRED HEIGHT. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��pF WAghrl�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • TRAFFIC CALMING KENT SPEED CUSHION 9 W-1-TON SHEET 2 OF 2 L� 'W DESIGNED COK SCALE NONE STANDARD PLAN c/ DRAWN COK �'%NAL CHECKED COK DATE 8/2020 6-29 b ENGINEER APPROVED 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 SIDEWALK 5' CURB AND WIDTH VARIES GUTTER d, PROVIDE MEDIUM BROOM FINISH WITH ALTERNATING DIRECTION OF BROOM ®®® Po STROKE TO CREATE A"PARQUET" PATTERN. --------- ------- FULL DEPTH BOND BREAK MATERIAL: 30 LB. PARQUET PATTERN TO BE CREATED IN THE 1' UAL SPACING OF 1 ` ROOFING FELT,6 MIL PLASTIC OR APPROVED FIELD WITH REGARD TOE Q 1.., EQUAL AROUND TREE WELL. SEE SECTION 1 ON ALTERNATING PATTERN BETWEEN 6" ®®1 ®® SMOOTH TROWEL FINISH BORDER. 1 THIS PLAN AND KENT STANDARD PLAN 6-55 L� NOTE: MEIN A EXCLUDE SCORE PATTERN ^7.� a ACROSS DRIVEWAYS AND WHEELCHAIR RAMPS o STREET TREE,SEE KENT STANDARD PLAN 6-56 NNb No. 6"WIDE SMOOTH TROWEL FINISH(TYP) MEDIUM BROOM FINISH 1. 2"WIDE TROWEL JOINT(TYP) ®®®1; ®®® 3/16" R SHINE FINISH 1 .. CONTRACTION/CONTROL JOINT 1/4" 1- WIDE AT 5'O.C. SEE DETAIL A 4. LEGEND: 3/8"X FULL DEPTH EXPANSION JOINT ®®®; ®®® f� BOND BREAK JOINT AT 150'MAX.O.C.AND AROUND EXPANSION JOINT POLES AND, POSTS AND HYDRANTS ----- CONTRACTION/CONTROL JOINT TYP OR AS DIRECTED BY ENGINEER, 1 (TYP) 4�:` SEE DETAIL C r 1SEE STANDARD PLAN 6-89 FOR STREET LIGHT r STANDARD FOUNDATIONS. ® CONTRACTION/CONTROL JOINT 3'-611 FULL DEPTH BOND BREAK MATERIAL: 1/4"WIDE x 1"DEEP,5'O.C. 30 LB ROOFING FELT,6 MIL PLASTIC PLAN VIEW OR APPROVED EQUAL 4 ° DUCTILE IRON TREE GRATE 3/16" 6" 4 X CURB AND GUTTER PER ` , R 101 STANDARD PLAN 6-33 4"CONCRETE SIDEWALK 1 3/4 X 1 3/4 X 1/4 ANGLE WITH REBAR#3 WELDED AT b 2"CSTC 45G, 10 PLACES(MIN.)HOOKS TOP OF DEEP DETAIL A CONTRACTION/CONTROL JOINT FABRICATED AND INSTALLED � �i�y��i �o a BY CONTRACTOR PAINTED �°°�°moo°o o� ROOT BARRIER FULL DEPTH BOND BREAK WITH RUST PROOF PAINT MATERIAL: 30 LB ROOFING FELT, (TYP.ALL 4 SIDES) 6 MIL PLASTIC OR APPROVED EQUAL MINIMUM 2"CRUSHED -24"DEEP ROOT BARRIER BELOW SURFACING TOP COURSE BOND BREAK MATERIAL AS MANUFACTURED BY"DEEP ROOT", "BIO-BARRIER"OR EQUIVALENT V4"CONCRETE SIDEWALK SECTION A 10'LONG,CENTERED ON TREE 2"CSTC NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT DETAIL B BOND BREAK AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �F�E�' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3/8"X FULL DEPTH ��aF WA EXPANSION JOINT AT 150' THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. c� I�, �' MAX. O.C. (TYP)OR AS q� ��, CITY OF KENT DIRECTED BY ENGINEERS `��' �, ENGINEERING DEPARTMENT DOWNTOWN Wo" KENT SIDEWALK 9 4"CONCRETE SIDEWALK DESIGNED COK _ 2"CSTC Val 1i[ DRAWN COK SCALE NONE STANDARD PLAN DETAIL C EXPANSION JOINT �IONAL 11 CHECKED COK DATE 12A2019 6-36 APPROVED ENGINEER WIDTHS VARY s o CR�E __ ��Yq� .g 5'MIN.CEMENT CONCRETE Al q}� A TRANSITION RAMP oil S 4 MIN. 96 ASPHALT OR CONCRETE TRANSITION PANEL ASPHALT SHOULDER VARIES 4'-10',TAPER TO MATCH EXISTING 4'MIN. �- 1:1 TAPER SHOULDER WIDTH, WIDTHS VARY TYPE I SEE NOTE 4 ��Ao�lyt 6'MIN., 15'MAX. SID � CEMENT CONCRETE TRANSITION RAMP P NrER 5j - FIXED PEDESTRIAN BARRICADE.SEE KENT SCpp W STANDARD PLAN 6-71b "t ASPHALT OR CONCRETE TRANSITION PANEL TYPE II NOTES: 6'MIN. 4'MIN, CEMENT CONCRETE I. SEE ROADWAY CROSS SECTION SIDEWALK AND RAMP 15'MAX[ DETAILS FOR SIDEWALK WIDTHS. MATCH EXISTING OR PROPOSED SURFACE � 2, SHOULDER SHALL BE SURFACED TO 7,5%M ASPHALT CONCRETE MATCH ADJACENT ROADWAY,PAVED 1.5%MAX SHOULDER SHOULDER SLOPE SHALL MATCH CROWNSLO -- PE OR 0.02 FT./FT. - 3. SEE STANDARD PLAN 6-34 FOR CURB CRUSHED SURFACING AND SIDEWALK JOINTS. TOP COURSE SECTION A-A 4. 10'MIN.ASPHALT TAPER IF NO PAVED SHOULDER. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER 5. ACCESS COVERS,JUNCTION BOXES, r�F RAY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF CABLE VAULTS AND OTHER OF w�49Ftt � KENT,A COPY MAY BE OBTAINED UPON REQUEST. APPURTENANCES WITHIN THE 4� 4. a ,� CITY OF KENTSIDEWALK LIMITS MUST INCLUDE A ti �- ENGINEERING DEPARTMENT SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING C] P CEMENT CONCRETE SIDEWALK SIDEWALK. SUCH APPURTENANCES ,� a3 KENT END TRANSITIONS SHALL NOT BE PLACED WITHIN THE S 3szs6 � w—o...... SLOPES OF ADA RAMPS OR DRIVEWAY O.c ��'qf T 1 ESJGNED e oK COK SALE- N6NE STANDARD PLANWINGS, �tOMAL CHECKED CGK nATE _ nd/2523 5-39 APPftDVEn 4"DEPTH CEMENT CONCRETE SIDEWALK #4 zo af J #4 -' o z 2" MIN. DEPTH%II CRUSHED #4 @ 12" ,o SURFACING TOP COURSE o a� .-I o 00Oo�o 10" MIN. U PROVIDE 2" MIN.COVER ON ALL REBAR SIDEWALK WITH THICKENED EDGE If• 6" N Q #4 4"DEPTH CEMENT #4 @ 12" CONCRETE SIDEWALK #4 2" MIN. O oo'0 o OQO oo 077 O 0 O 2"MIN. DEPTH%"CRUSHED PROVIDE 2" MIN.COVER ON ALL REBAR SURFACING TOP COURSE SIDEWALK WITH RAISED BACK NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 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 SIDEWALK THICKENED EDGE AND KENT W.>s"I"oro� RAISED BACK OF SIDEWALK 9 DESIGNED COK — SCALE NONE STANDARD PLAN �S�IOIVAL CHECKED COK JDATE 12/2019 ENGINEER 6-40 APPROVED 5 5 SIDEWALK NOT LOWERED NT NEW OR EXISTING PRIVATE STR �c,Q; DRIVEWAY WIDTH AS SPECIFIED A ON PLANS; 12' MIN.TO 20'MAX. 4"SCH 40 PVC SLEEVE CAPPED AT BOTH ENDS AND MARKED 6'MIN. A \\ WITH REBAR DOWEL CAPPED PVC SLEEVE EXPANSION JOINT(TYP.) LIMITS FOR 6"THICK SEE NOTES 1 AND 3 \ \\\ DRIVEWAY SEE NOTE 2 \\\ \ pLq STR pFR��A 5'(TYP.) Lu z J V-6" 5' DRIVEWAY 5'SIDEWALK VARIES 1/2"TYP. SEE NOTE 6 1"FOR REVERSE I 6 SLOPE DRIVEWAY 6" 120 ` 1 NOTES: — a o000 1. CONCRETE SHALL BE PORTLAND �o a CEMENT CONCRETE MIX WITH A 6" N o°o CRUSHED SURFACING TOP COMPRESSIVE STRENGTH OF 3000 PSI FULL DEPTH BOND BREAK �o o COURSE 4"MIN. DEPTH IN 3 DAYS. FINISH SHALL BE BRUSHED MATERIAL: 30 LB ROOFING °o TRANSVERSELY WITH A FIBER OR WIRE FELT,6 MIL PLASTIC OR BRUSH,"BROOM FINISH". APPROVED EQUAL 4"SCH 40 PVC SLEEVE SECTION A-A 2. ALL UTILITY APPURTENANCES WHICH ALTER THE TRAVEL SURFACE SHALL NOT BE ALLOWED. DESIGN OF STORM 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES DRAIN CATCH BASINS SHALL CONSIDER WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE DRIVEWAY LAYOUT AND BE AVOIDED. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES 3. EXPANSION JOINTS SHALL BE PLACED SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. AT 15' MAXIMUM SPACING. 8. PROVIDE TRANSITION SIDEWALK,5'MIN.WHEN TRANSITIONING TO EXISTING ELASTOMETRIC JOINT MATERIAL SHALL SIDEWALK. BE IN CONFORMANCE TO AASHTO M220. 4. SEE STANDARD PLAN 6-48 FOR NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN DRIVEWAY SLOPES BEHIND SIDEWALK. � ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER V FRE)T AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 5. ENTERING SIGHT DISTANCE SHALL pF WAgh,I KENT.A COPY MAY BE OBTAINED UPON REQUEST. MEET AASHTO STANDARDS AND , C� CITY OF KENT DETAILS 6 50 THRU 6-54. r\z. ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE c • RESIDENTIAL CEMENT CONCRETE SHALL BE 1.5%.CONSTRUCTION KENT TOLERANCES SHALL BE 1%MIN AND g c� W-HINOTON DRIVEWAY APPROACH 2%MAX. L� W DESIGNED COK c7 COK SCALE NONE STANDARD PLAN DRAWN NAL CHECKED COK IDATE 9/2020 APPROVED _ n ENGINEER L 8"RISER RING DIMENSIONS A 1 3/8" 1 7/8" E J I w (SIZE) 11"DIA. f� 9 1/2"DIA. ill O 3/4" A MgoE N ASP 8"DIA. PLAN OF COVER 9 1/16"DIA. PLAN OF 8"DIA. RISER FINISHED GRADE I FINISHED GRADE CONCRETE ASPHALT PAVEMENT PAVEMENT 9 1/4"DIA. COVER 4"MIN. 3"BRASS ASPHALT DISC 3/8" PAVEMENT ° a ° 4 3" RISER `V ° 5/8„ M Ln d 0 ° m I � a CONCRETE AS d a V) SPECIFIED FOR c~n 4" a ROADWAY VOID OF a � ° M MATERIAL d ° 10"- 12" a 5 1/2" cl� 8" DIA. ° oe 0 �. 4 ° -° 1"MIN./6"MAX. d° w ° CONCRETE w ° d COLLAR Ln Lu d s w w z ° z MONUMENT 2"(TYP)° ° 12 //�� J 5 3/4"R• 1 1/2" Lo d o MIN. C5 z —III—III—III—III—III—III—III—I,NATIVE MATERIAL-III—III—III—III—III—III—III—I NOTES: SECTION 1. MONUMENT CASE AND COVER- EAST 5. CONCRETE SHALL BE A"COMMERCIAL CLASS" JORDAN IRON WORKS, PART NO. 369505 CONCRETE OR AS OTHERWISE SPECIFIED. OR PRE-APPROVED ALTERNATIVE. 6. PAVEMENT SHALL BE AS SPECIFIED. 2. MONUMENT CASE RISER-EAST JORDAN 5 1/2"~ IRON WORKS, PART NO. 1 1/2"-369590 7. FOR ALTERNATE DIAMETER RISERS SEE PLAN OF MONUMENT 2" -369592 KSP 6-72b. 3" -639594 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OR PRE-APPROVED ALTERNATIVE. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE SHOPE CONCRETE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3. MONUMENT POST PRODUCTS,PART NO. 104 OR ��OF WA THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PRE-APPROVE ALTERNATIVE. CITY OF KENT ENGINEERING DEPARTMENT 4. THE CASTINGS SHALL BE GRAY-IRON U �4 STANDARD MONUMENT, CASTINGS,ASTM DESIGNATION A-48, KENT MONUMENT CASE, COVER CLASS 35B.THE COVER AND SEAT SHALL 9 WASHINGTON AND RISER BE MACHINED SO AS TO HAVE PERFECT DESIGNED COK STANDARD PLAN CONTACT AROUND THE ENTIRE �j DRAWN COK — SCALE NONE CIRCUMFERENCE AND FULL WIDTH OF S'`%NAL CHECKED COK DATE 12/2019 BEARING SURFACE. APPROVED ENGINEER 6-72a 7" CASE RISERS - EAST JORDAN IRON WORKS 8"ALT. CASE RISERS-EAST JORDAN IRON WORKS A 1" PART# 1 1/2" PART# 2" PART# 3"PART# COVER PART# A 1 1/2"PART# 2"PART# COVER PART# (SIZE) 369068 369090 369092 369094 369027/3690C (SIZE)1 368090 1 368092 3680A2 FOGTITE CASE RISERS - FOGTITE METER SEAL CO. A 1" PART# 2" PART# 2 1/2"PART# 3" PART# COVER PART# (SIZE) VB RISER 4# VB RISER 5# VB RISER 5 1/2# VB RISER 6# 0-1 VB 8# NEW FINISHED GRADE I NEW FINISHED GRADE ASPHALT PAVEMENT DIA.VARIES ASPHALT PAVEMENT DIA.VARIES A TACK ° 4 m TACK COAT (TYP.) DIA.VARIES COAT (TYP.) OLD FINISH I OLD FINISH GRADE GRADE CONCRETE ° I o ASPHALT a o PAVEMENT PAVEMENT j o ° 4 e TING UNDISTURBED CASE SD SD ° MONUM_ENT O( OD O O O O O O NATIVE MATERIAL= =1 =1 =111=111=111=111=111=1 —III=1 =1 =1 =1 =1 =1 =1 SECTION NOTES: 1. MONUMENT CASE RISER-SEE 6. IF MONUMENT CASE IS TO BE DISTURBED APPROPRIATE TABLE ABOVE OR THEN A NEW MONUMENT,CASE AND COVER PRE-APPROVED ALTERNATIVE. IS TO BE INSTALLED PER KENT STANDARD PLAN 6-72a. 2. MONUMENT CASE COVER-SEE APPROPRIATE TABLE ABOVE OR PRE-APPROVED ALTERNATIVE. 3. THE CASTINGS SHALL BE GRAY-IRON NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CASTINGS,ASTM DESIGNATION A-48, AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CLASS 30.THE COVER AND SEAT SHALL �jV�'WA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT BE MACHINED SO AS TO HAVE PERFECT OF WA �Ij�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CO NTACT ARID U N D TH E E NTI RE �7�+ Q� � �� CITY OF KENT CIRCUMFERENCE AND FULL WIDTH OF �-7 `��' ENGINEERING DEPARTMENT BEARING SURFACE. ^�~ KENT ALTERNATE DIAMETER 4. CONCRETE SHALL BE CLASS 4000. Wws„,„GTG" MONUMENT CASE RISER 9 5. PAVEMENT SHALL BE AS SPECIFIED. a' � DESIGNED COK DESIGN — SCOK CALE NONE STANDARD P aN S`�IONAL �1 CHECKED COK DATE 12A2019 6-72b APPROVED ENGINEER 42' 12' 30' 3' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00000 00000 00000 VARIES (300' MAX.) 5' TWO WAY LEFT TURN LANE 2.5' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TYPE 1Y RPM 4"GAP 0 0 0 0 0 21 TYPE 2YY RPM TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 21' TYPE 2W OR Y RPM a000000a0000000��44" TYPE IWORYRPM 00 � 000000000 21' TYPE 1Y RPM GAP I I TYPE 2YYRPM 8888888 8 8888 8888888—NOGAP TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 42' 42' 12' 30' 12' 30' —_ If Q000 00 000 0 0 0 0 00 TYPE 1W RPM TYPE 2W RPM TYPE 1W RPM TYPE 2W RPM TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE TYPE 2Y RPM 6' 21' TYPE 1Y RPM 3 �� — TF a e �ea ea ea ea es es g000000 0 00 0 00 000000 TYPEIWRPM 00 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 00 00 00 00 00 00 00 00 00 00 00 00 00 °0 00 00 00 00 00 oo 00 TYPE 2W RPM 18"-RPM'S EQUALLY SPACED TRAFFIC DIRECTION BARRIER LINE DOTTED WIDE LINE 42' 12' 15' m 3 � es ea 0 0 0 00 0 0 0 0 0 0 0 �o 0 0 0 0 0 0 0 0 TYPE 1W RPM TYPE 2W RPM TRAFFIC DIRECTION TYPE 2W RPM TYPE 1W RPM DROP LANE LINE EDGE LINE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE NOTE: �� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 1. THIS DETAIL TO BE USED ONLY WHEN Gi CITY OF KENT DEVELOPMENT PROJECTS ARE ENGINEERING DEPARTMENT REQUIRED TO MATCH EXISTING RPM LANE MARKINGS. • TYPICAL RPM LANE KEGTON NT MARKINGS 2. RAISED PAVEMENT MARKERS(RPM'S) 29 SHALL BE INSTALLED PER WSDOT DESIGNED_ COK SCALE NONE STANDARD PLAN STANDARD SPECIFICATIONS 8-09, �rSIpNAL CHECKED COK DATE 2/2020 9-02.1(8),9 26.2 AND 9 21. APPROVED ENGINEER 6-73 IQ' 10' 1' TRAFFIC DIRECTION 4"GAP VARIES 300'MAX.) f 5' �� --Op- 2.5' TWO WAY LEFT TURN LANE o Q a D a CZZ= A TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 20, 8"WHITE LINE a TYPE 2W RPM TYPE?YY RPM a 4"GAP 4„GA 4"YELLOW LINE -"dorm TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11' 30' 11' 30, 1' 1, a ��W RPM n 4"WHITE LINE 4 YELLOW LINE TYPE 2Y RPM -TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE 5' 8' a r—TYPE 2W RPM 4"WHITE OR YELLOW LINE 4"GAP 8"WHITE LINE EDGE LINE DOTTED WIDE LIME TRAFFIC DIRECTION 3 9' 211(TYP.) LINE YELLOW BARRIER 1„ 1 TYPE 2W RPM 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 BARRIER TINE V R ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE ENGINEER ��' Y AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF O wASf�r��r KENT.A COPY MAY BE OBTAINED UPON REQUEST. NOTE: CI Y CITY OF ENT ENGINEERING DEPARTMENT I. SEE SECTION 6.12.E FOR PLASTIC MATERIAL SPECIFICATIONS. ICENT TYPICAL LANE MARKINGS 2. RAISED PAVEMENT MARKERS(RPM'S) any 382ss {� w.�Mi.a.n. SHALL BE INSTALLED PER WSDOT � _ ,t, IgT tad' 6ESkGNE4 MR SCALE NONE STANDARD PLAN STANDARD SPECIFICATIONS 8-09, �'e4 G1 aRawN C.Qk- i9�QNAL CHECKrD QgK _ DATE 044?Ca 9-Qz.i{8],9-25.2AND9-21. ra`-'74 APPROVED { I r Q 0 24"WHITE THERMOPLASTIC EQUALLY 0 CROSSWALK LINE SPACED(TYP) z z a a 24" w Lu F o 10, uj uj z lz 4'MIN 12" 12"-24"WHITE STOP LINE, TIRE TRACKS(TYP.) WIDTH AS DIRECTED BY THE ENGINEER *TYPICAL 4 LANE ROADWAY CONFIGURATION *NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME 4. SEE SECTION 6.123 FOR PLASTIC MATERIAL SPECIFICATIONS. CONFIGURATION APPLIES,CENTER THERMOPLASTIC BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED 5. THE CROSSWALK WIDTH IS 12'IN DOWNTOWN OVERLAY PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE DISTRICT. THERMOPLASTIC. 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. GLASS BEADS(PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN � ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FREIT AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��pF WAghrl�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT r ENGINEERING DEPARTMENT \ c •KENT THERMOPLASTIC CROSSWALK MARKINGS WAtNINOTON 9 L� 'W DESIGNED COK SCALE NONE STANDARD PLAN c/ DRAWN COK �A NAL CHECKED COK DATE 9/2020 6-75 ENGINEER APPROVED nn 0 3'-7 zo 5'-9" f� 1' 8" 3'-0" 0 0 0'-6" N j j. 0 0 N ry 0'-6 0'-6" � 0'-6" � NOTES: 1. THERMOPLASTIC TYPE'A'MATERIAL SHALL BE USED,UNLESS 3. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. DIRECTED OTHERWISE BY THE ENGINEER. PLACEMENT PER WSDOT STANDARD SPECIFICATION 8-22,MATERIALS PER WSDOT 9-34. 2. GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN � ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FREIT AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF LENGTH VARIES ��pF WAgh,I KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT \ C 12"-24"WIDE WHITE STOP BAR, KENT THERMOPLASTIC ARROWS, WIDTH AS DIRECTED BY THE ENGINEER 4 W-1-TON STOP BARS & ONLY LEGEND STOP BAR DETAIL 9 L� 'W DESIGNED COK SCALE NONE STANDARD PLAN c/ DRAWN CO, �A NAIL CHECKED COK DATE 9/2020 ENGINEER 6-76 APPROVED 6'-7" 3'-3" 3'-3" EDGE LINE LANE LINE OR 1 4 (tVp) 0 Y O 0 U N d Q -H u- 1 O F- LU F— ce U) UW � W W l0 NOTES: SEE NOTE 2 o D D 1. RR CROSSING SYMBOL io 2. 24"WIDE STOP LINE SEE NOTE 1 3. W10-1 ADVANCE WARNING SIGN 4. SEE THE MUTCD PART 8, FOR LETTER LAYOUT. Ib a 5. SEE SECTION 6.12.B FOR PLASTIC SEE NOTE 2 o MATERIAL SPECIFICATIONS. o ? 3'-4" u Ln m 0 J � M Z oLLJ z F- o v) o SEE NOTE 4 z iD po Lu w o 3 � L '~ N _ o F 0 Z Il F W V-2" V-2" o F Ln z z o u o o a a Lu NARROW RR CROSSING SYMBOL DETAILS 0 0 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER F�EI AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT \ C KENT RAILROAD WARNING 4 WA.HINOTON PAVEMENT MARKINGS SEE NOTE 2 s DESIGNED COK RAILROAD-HIGHWAY GRADE CROSSINGS der DRAWN coK SCALE NONE STANDARD PUN NARROW PAVEMENT MARKING PLACEMENT DETAIL `gIoNAL CHECKED coK DATE 9/2020 APPROVED ENGINEER 6—7 8 FACE OF CURB LINE SPEED H W OR EDGE OF PARKING 30MPH OR LESS 4'-0" 2'-1" 5 35MPH OR GREATER 6'-0" 3'-2" EDGE OF 8"SOLID WHITE LANE LINE SEE NOTE 2 z H � 6'_0" Lu 0 U LL LL F SEE NOTE 1 4 SEE NOTE 3 W 0 PEDESTRIAN SYMBOL DETAIL BIKE LANE LAYOUT I 2'-8" 31-0" I 6'-0" 6-01' NOTES: 1. PER BIKE RIDER SYMBOL DETAIL. 2. PER ARROW DETAIL ON THIS PLAN. 3. BIKE PAVEMENT MARKINGS SHALL BE PLACED IMMEDIATELY AFTER EVERY INTERSECTION AND AT PERIODIC INTERVALS WITH A MAXIMUM SPACING 31-411 3" OF 600 FEET,CENTERED IN LANE. 6" 4. SEE ROADWAY CROSS SECTION BIKE RIDER SYMBOL DETAIL ARROW DETAIL STANDARD PLANS 6-2 TO 6-13. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN 5. ALL MARKINGS SHALL BE WHITE �T ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER PLASTIC MATERIAL AS SPECIFIED IN ��F�EI AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ACCORDANCE WITH WSDOT 'v o WAgh,I KENT.A COPY MAY BE OBTAINED UPON REQUEST. STANDARD SPECIFICATION 9-34,TYPE ,� , CITY OF KENT D(MMA).CORUNDUM SHALL ALSO BE �� f � ��J ENGINEERING DEPARTMENT ADDED. U • 6. SIGNING SHALL BE PER THE MUTCD. KENT TYPICAL PAVEMENT MARKINGS W-HINOTON 9 7. SEE SECTION 6.12.B FOR PLASTICW DESIGNED COK NONE STANDARD PUN MATERIAL SPECIFICATIONS. dS DRAWN COK SCALE `gIOIVAL CHECKED COK JDATE 9/2020 V C_7n APPROVED ENGINEER .7 L.T.S.L. O.L. T.P.T.* L.O.T. IS 100'MINIMUM 50'MINIMUM MAY BE REDUCED WITH APPROVAL OF THE LANE LINE MARKING(TYP.) TRANSPORTATION ENGINEER � 4.1 -w - - - WT WT STOP BAR OR CLOSEST CROSSWALK STRIPE NOTE: L.T.S.L. = LEFT TURN STORAGE LENGTH (FEET) 1. REFER TO STANDARD PLAN 6-73 FOR ADDITIONAL O.L. =OPENING LENGTH(FEET) INFORMATION ON LANE MARKINGS. T.P.T. =TURN POCKET TRANSITION LENGTH(FEET) 2. LENGTH IS THE GREATER OF 95TH PERCENTILE QUEUE L.O.T. = LENGTH OF TAPER(FEET) LENGTH IN THE DESIGN YEAR OR 100 FEET MIN. W.T. =WIDTH OF TURNING LANE(FEET) R = RADIUS OF TRANSITION CURVE(FEET) S.L. = POSTED SPEED LIMIT(M.P.H.) W =WIDTH OF OFFSET LENGTH BASED UPON L.T.S.L. EXPECTED QUEUE LENGTH(SEE NOTE 2) OPENING TO BE 100'IN LIEU OF 102'UP TO 35 ADDITIONAL LEFT TURN STORAGE FOR O.L. MPH,INCREASE 20' FOR EACH ADDITIONAL 5 TRUCKS AT UNSIGNALIZED INTERSECTIONS MPH OF POSTED SPEED GREATER THAN 35 MPH L.T.S.L. %TRUCKS IN LEFT TURN MOVEMENT S.L. :545 MPH > 45 MPH REQ'D 10 20 30 40 50 T.P.T. $ 4 X W.T. 4 X W.T. 100' 25' 25' 50' 50' 50' R. 150 FEET 300 FEET 150' 25' 25' 50' 75' 75' 200' 25' 50' 75' 100' 100' L.O.T. W X S.L.(2) W X S.L. 60 STORAGE LENGTH TO BE ADDED TO LEFT TURN STORAGE LENGTHS W.T. 12FT(MIN.) 12FT(MIN.) * BASED ON W.T. = 12' NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT KENT SYMMETRICAL LEFT 29 Wwe„,„GTG„ TURN POCKET LAYOUT DESIGNED_ COK SCALE NONE STANDARD PLAN DRAWN COK SIONAL CHECKED COK DATE 2/2020 p O APPROVED ENGINEER v 0 u' w z w J z W J Q W Z Z_ O O .-a NOTE: z SEE STANDARD PLANS 6-73 OR 6-74 FOR LANE MARKING LAYOUT. Lu J O O 0 .Z. J J JLU p[ } F W Z J W my 0 Q z J z J } 0 H NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE F�EY' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 0 WA �Ij�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT ^�~ LEFT TURN POCKET KENT AT END OF TWO WAY 9 WA'"'MGTON LEFT TURN LANE LAYOUT DESIGNED COK - SCALE NONE STANDARD PLAN DRAWN COK ONAL ICHECKED COK DATE 12A2019 ENGINEER 6-8 1 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 WEARING COURSE(TYPICAL STOP BAR FOR SECTIONS A,B&C) CENTER OF LANE + �1 A r' / A LOOP SERIES #14 TWISTED PAIR WIRE TYPE NUMBER A IMSA 51-3, 3 TWISTS PER FOOT TO CONTROLLER Q B 0.25"MINIMUM WIDTH SAWCUT SECTION A-A TO ADDITIONAL LOOPS C WHERE APPLICABLE B C 2C(S) LEAD-IN CABLE IMSA 50-2 *AF *AS S B LOOP SPLICE M LOOP SERIES w (TYPICAL) NUMBER- A A A o 0 Ln C *BF o u S=START CONDUIT STUBOUT, a - *BS F=FINISH 0.50"MINIMUM WIDTH SAWCUT SEE STANDARD PLAN 6-99 � 0 *=LOOP NUMBER SECTION B-B 0 Lu JUNCTION BOX "' NOTE: NO BACKER RODS ALLOWED. M STOP BAR LOOP WINDING DETAIL 0.50"MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS SECTION C-C WHERE APPLICABLE JUNCTION BOX (ASSUMING TWO LANES OF LOOPS) C *F CENTER OF LANE SCOTCH 06147 ELECTRICAL B C *S MOISTURE SEALANT TAPE 2C(T LEAD-IN s, B CABLE IMSA 50-2 � -TO A CONTROLLER A S=START SIDE VIEW END VIEW F=FINISH #14 TWISTED PAIR WIRE TYPE *=LOOP NUMBER SOLDERLESS,CRIMPED, NOTE: CUT IMSA 51-3, 3 TWISTS PER FOOT DRAIN WIRE NON-INSULATED BUTT SPLICE SINGLE LOOP WINDING DETAIL LOOP SPLICE DETAIL NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER NOTES: �� E� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 1. SEE KENT STANDARD PLAN 6-99 FOR ��OF WASh'I KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONDUIT STUBOUT DETAIL AND �� CITY OF KENT INDUCTION LOOP INSTALLATION `@� Z ENGINEERING DEPARTMENT NOTES. INDUCTION LOOP 2. SEE KENT STANDARD PLAN 6-100 FOR 96 4 WASHINGTON DETAILS INDUCTION LOOP PLACEMENT DETAIL. DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK s1OIVAL CHECKED COK JDATE 9/2020 6_9 ENGINEER APPROVED LOOP STUB-OUT SLEEVE (1/4"TO 1/2"BELOW TOP OF ASPHALT) EDGE OF PAVED SHOULDER(SHOWN)OR EDGE OF EXTRUDED 6" LOOP LEAD SAWCUT CURB OR EDGE OF GUTTER PAN OR EDGE OF TRAFFIC BARRIER MATCH EXISTING 2 5/8" MIN. FULL DEPTH STANDARD JUNCTION BOX ING MATERIAL N 3" MAX. PAV LOOP LEAD WIRES SAWCUT VLOOP LEAD WIRES TWISTED PAIR SAND TWISTED PAIR SPLICE 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 LOOP PLACEMENT POSTED STOP BAR LEFT TURN LANE THROUGH LANE THROUGH LANE SPEED LIMIT LOOP ADVANCE LOOP MID LOOP ADVANCE LOOP (SINGLE) (SINGLE) (SINGLE) 25 MPH 4 FT. 104 FT. (NONE) 144 FT. 30 MPH 4 FT. 104 FT. (NONE) 164 FT. 35 MPH 4 FT. 104 FT. 209 FT. 274 FT. 40 MPH 4 FT. 104 FT. 239 FT. 309 FT. 45 MPH 4 FT. 104 FT. 274 FT. 354 FT. 50 MPH 4 FT. 104 FT. 304 FT. 394 FT. SD6 SD5 NOTES: 223 213 N1 N2 O O O O 1. THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP 222 212 BAR TO THE CENTER OF THE INDUCTION LOOP. O O 5PC 512 2. LOOP DISTANCES MAY BE ADJUSTED f2 FEET TO O AVOID METAL CASTINGS. B 221 211 511 A O 0 3. THE DISTANCE BETWEEN "A"LOOPS AND"B' LOOPS SHALL BE 16 FEET CENTER-TO-CENTER. O O O A B W20 SR WR 421 0422 O423 SDS 413 W 10 00411 0412 O SD7 312712 3PC 0 31100 00711 0 7PC 813 S 3 0 812 0 81100 O E1 823 SD4 0 822 0 82199 ER o NoR O E2 B A O O A O O B 111 611 621 O 112 IPC O O 612 622 O O O O S2 S1 613 623 SDI SD2 LOOP IDENTIFICATION SCHEMATIC(TYPICAL) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT • KENT INDUCTION LOOP PLACEMENT WASHINGTON 29 1.� DESIGNED_ COK SCALE NONE STANDARD PLAN Y (,Srl' DRAWN COK SIONAL CHECKED COK DATE 12A2019 G_q o 0 APPROVED ENGINEER v 1 WSDOT STANDARD PLANS CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-04 Cement Concrete Curbs 2024 Pavement Preservation/ A - 2 April 17, 2024 Project Number: 24-3001.1 TRAFFIC CONTROL PLANS 2024 Pavement Preservation/ A - 3 April 17, 2024 Project Number: 24-3001.1 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'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 ~ �— EXISTING <*W20-1 Z W �1 LL SEQUENTI c� J a c.� a ROAD WORK AHEAD W20- TYPICAL CITY OF KENT ROW II1111111 IIIIIII 24"x 12" 4 24"x 12" CROSSWALK CLOSED E ROAD j, CROSSWALK CLOSED �� WORK CROSS HERE `�. CROSS HERE AHEAD W20-1 R9-11 L L; R9-11 R 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 g>W20-1A 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 *TW20-7—a UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. t BEPREPAREDTO20-7a STOP W20- TYPICAL C:OFT ROW �� POLICE 18 x 24" KEEP ii�� I.. ..1 24"x 1 z � RIGHT ROAD BE • CROSSWA SED R4-7 PREPAREDWORK TO CROSS HERE AHEAD STOP R9-11 L R9-11 R W20-1 W20-7b W20-7a ■ ■ ■ 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 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 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. LEGEND 4>W20-1A WORKAR ■ ■ ■ ■ ■ 28" REFL. /-I SIGN LOG 0 BE . - EXISTING PREPARED Z TO L u 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. t BEPREPAREDTO20-7a STOP W20- TYPICAL CITY OF KENT ROW �� _ O _ POLICE m #.Will 24"x 12" 41 24"x 12" v i ROAD BE CROSSWALK CLOSED ,•11�� CROSSWALK CLOSED WORK PRETAORED • CROSS HERE .41 i I cRos E AHEAD W20-1 W20-7b W20-7a STOP 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 11AIAP- 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 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 W20-7b W20-7a STOP R9-11 L R9-11 R W1-4 TAPER=L I I 28"REFL.CONE I , kX I " TANGENT=2L W4-2 L ON FLAGGING OPERATIONS,THIS SIGN SERIES SHALL I I I I 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 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. i UPO SHALL COUNTERMAND SIGNAL. *W20-7a (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) c� UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. TAPER I I t BE PREPAREDTO20-7a STOP W20- TYPICAL CITY:OFFENT � a POLICE 11�11 II 18"x 24" KEEP 24"x 12" ., 24"x 12" Jw ROAD BE • CROSSWA�SED :. �:.a CROSSWA=K C.SEU RIGHT PREPARED _ i R4-7 WORK TO ■ CROSSHERE .:.' CROSS HERE AHEAD W20-1 W20-7b W20-7a STOP R9-11 L ■ R9-11 R i M"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 ROAD I tit SPACED @(X)OR AS PER � WORK SITE CONDITIONS. AHEAD W20-1 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 W4-2 L � � � 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 12" 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 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. �I�I�� tltlt LEGEND WORK AR I c ■ ■ ■ ■ 28" REFL. z N SIGN LOG ROAD Y AHEAD I I I I C EXISTING W20-1 I I I I SEQUENTI 4 � ROAD II II a II II II II I I I WORK 4 AHEAD W20- II TYPICAL CITY OF KENT ROW s � IIIIIIIIIII��1 24"x 12" ROAD CROSSWALK CLOSED CROSSWALK CLDSED WORK CROSS S HERE I I :.I.: CROSS HERE AHEAD R9-11 L ■ R9-11 R W2o 1 I I C I ■ TAPER=L ■ I I I G I I I k x 28"REFL.CONE I I I I I G I TANGENT=2L -N W4-2 L II G I; TAPER=L II � � II'• 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 *W20-4 AHEAD 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 MOVEMENTS WITHIN INTERSECTION. 7a I I r. BE F I I I t PREPAREDTO20-7a STOP W20-7 TYPICAL CITY O:KENT OW IIIIIIIIII11111 a � POLICE Will IIII 1 s"x 24" KEEP 24"x 12" .:E<; :+ 24"x 12' J► 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 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 j I j I j I I t l t 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 tvv 4 20-1 TYPICAL CITY OF KENT ROW a � 18"x 24" milli 11111111 KEEP i. 24"x 12" :� I h 24"x 1 T ROAD LEFT CROSSWALK CLOSED y CROSSWALK CLOSED WORK R4-7 CROSS HERE �� I I I CROSS HERE AHEAD + 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.,_:_—:--'----� ---_•:___• —.cznn, ! Bzomz is / �� 2■ � - : - - § } \ §■ ( K � � ° ay - | § : _ ) k\ ! ,!` \ ! �• � � \ \ \\ \\\l } / z _ � ) l ! _ §§ ! ■|| - y \ ) \ ..... ..... ) )} >�� \e ASNS c a/\\\\/ C. 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CT .,L r :., r � �„�...'.� y +'�.V'�F_; ,L'ly�_...' � - ..enj,� +^Tw S►i.=`?,'• E� �if,:� .y i�Z..��•-.,i � I � CI.A AMF TIL ' I i � a r i • e • f f tl x� _ � 4 a •l5 - ��M1 •� ' AN do i - � 1 245 ft / Mergin Y Jw t milla Ell y R� i # s r � • ■ 1 � '7 :F t y t iL 1J� �P : :' I 'X��a � ,r! -1 - I`1 I'• +� _ yam{ dAft r t a.� z ■ All rr" � -.�g ' ••, k �•�. '; L _+ ray,•, -- - 00 • ` J _ . - . 4k6 _ � � _ . • • � . � \ . 2lp : _ - . � - � � � ��z • - . . . � - \ . :kL - «- - � - � -� 40 - �- \ . e ® e _ ' - K K K 350 ft slro ft a m 0 0 m0 - � � v vM > ZOOM m �r M , Y - r F j S� 1 a + Y L F h,FIR WE 2 r t �- �� G x A 1� 4F y Y fAbo 'o- r;�y -• i *y Ir . ti m D i 1" I r - I IL i Of ~ T • TRAFFIC CONTROL DEVICES 2024 Pavement Preservation/ A - 4 April 17, 2024 Project Number: 24-3001.1 Assembly Instructions Premium Rubber Speed Bumps Site Safety: Before installation, ensure work site is safe. If necessary, block off the roadway to prevent vehicle and pedestrian access, use appropriate signage and work barricades to delineate the work area. Ensure electric power leads and hand tools are safe, in good working condition and only used as per manufacturer's specifications. Remove any potential trip hazards, and use appropriate personal safety equipment (safety gloves, safety glasses, safety boots, etc.). Lag Bolt Method: Recommended for asphalt or concrete traffic lanes where drilling holes is permitted. Tools Required: Trimming knife, high-speed hammer drill with 1/2" masonry bit, impact wrench or heavy ratchet with a 9/16" socket and a hammer or mallet. Hardware: One 3/8" lag bolt for each hole in the speed bump and end cap, one 1/2"washer for each lag bolt, one 1/2" lag anchor for each lag bolt, and two joint tubes for each speed bump section. Step 1: Clear the application area of any obstruction or debris. Step 2: Mark the site where you want the speed bump placed. The use of a chalk line or straight edge may be helpful. Step 3: Insert two joint tubes into one end of each speed bump section, approximately 12". Step 4: Join each section of the speed bump. Step 5: Push all sections tightly together. Step 6: Position the speed bump in its installation position with the end caps. Step 7: Make certain that the units are square and straight. Step 8: Using the pre-drilled holes as templates, mark the location of each hole on the roadway's surface. Remove the speed bump &end caps. Using the high-speed hammer drill with a 1/2" masonry bit, drill a hole below the roadway's surface at each marked location to a minimum depth matching the anchor's length. Step 9: Before you re-position the speed bump over the newly drilled holes, insert a lag bolt anchor into each hole (large anchor opening on top). Tap the anchor into the holes with a hammer so that the anchors are set flush with the surface. Step 10: Reposition the speed bump and end caps into the installation position, aligning it over the holes. Slip a washer onto a lag bolt, insert the bolt through a pre-drilled hole in the speed bump and tighten the bolt about three-quarters of the way with a 9/16" socket. Repeat for each hole in the speed bump & end cap. Finish tightening each bolt until just snug. DO NOT OVER TIGHTEN Specification Sheet Premium Rubber Speed Bump 8 5/8" Description Dimensions Weight 6 ft Speed Bump 67" 1 x 14" w x 2.25" h 53 Ibs 10 ft Speed Bump 121" I x 14"w x 2.25" h 100 Ibs > 18" 14.5 ft Speed Bump 174" 1 x 14"w x 2.25" h 147 Ibs 27" 19 ft Speed Bump 227" 1 x 14"w x 2.25" h 194 Ibs > 23.5 ft Speed Bump 281" I x 14"w x 2.25" h 241 Ibs 4.5 ft Bump Section 54" 1 x 14" w x 2.25" h 45 Ibs DO 1 End Cap Section 7" 1 x 14" w x 2.25" h 4 Ibs Material Recycled Rubber with molded yellow/black rubber stripes -q%o, 4W. 4W Tuff ■ Delineator TRAFFIC SAFETY '-.UPPLY COMPANY r FEATURES r High performance L.aneSepa rat ionTUFFCurb@ isa # durable,high performance curb,compatible with our full line of posts and panels, providing solutions for your traffic safety concerns, » Constructed of h ig h ly d u ra ble injection-molded plastic, TUFF Curb@, is resistant to ultraviolet light,ozone, and hydrocarbons. Enhanced profi le dimensional properties and 3M'"" reflectors provide maximum visibility and traffic separation both day and night. Section spacing can be customizec for local conditions to maintain natural water drainage,eliminating the need for water scuppers that often clog with debris. IMPACT'S EXCLUSIVE REACTIVE SPRING ASSEMBLY " TUFF Curb@ lane separators are designed to accept posts and panels assembled with our patented anti-twist reactive spring assembly.The spring assemblies return the post and/or panel to its original position after impact to ensure proouct longevity and reduced replacement costs. r SPECIFICATIONS Or 1- » ❑imersions:40"x 12"x 3.5" - Colors:White,yellow,call far custom colors "'Q » NCHRP-354 Accepted#WZ-243 MASH 2009 Accepted#WZ-318 bell error Color Opoom - 40"curb sect lon weighs 12 lbs. l,. 18"end cap for smooth transition weighs 4 Ibs, Note:Specifications are approximate and subject to change. Some parts shown may be for illustration purposes only. Copyright2021,Traffic Safety Supply CoMpany. 23245E lJmatilla Street,Portland,0R 97202/+1 S03.235.8531 ITSSCO.COM Tuff ■ Delineator TRAFFIC SAFETY SUPPLY COMPANY WhTah-tI1JW Curb h right for you? F EAT U R E 5 TufrCurb Cp- Tuff Curia TUFF Curb@ is constructed of highly durable polyethylene- . kLPTM' Low Profile curb xtrerns Low Profllle cure. Uniquely designed ribs underneath are made to transfer 40"x 12"x 3.5" 40"x 8"x 2" the load to the road,thereby reducing stress on the At-Grade Crossings • mounting hardware.Safety and durability testing was Hike Lanes — * performed by Texas Transportation Institute to 2009 MASH Bridge Decks - standards-TUFF Curb® is the only curt?in the market that Centerline Work Zone is MASH 2O09 accepted for reimbursement on federally Entrance/Exit Ramps • funded p-ojects. HOV Lanes • TUFF Curb@ is compatible with our reboundable Parking Decks — • spring mounted posts and panels,proven over Toll Booths(slow speeds) 0 and over again to be the most long lasting, Tall Lanes/Plaza ChanneliZation + durable traff-I c devices on the market- IRS highly (high speeds) recommends the installation of a post or panel Turn Lanes • on each curb section.These two technologies Urban Turn Restrictions + ° together offer a superior curbing system. +Preferred o Suitable —Not Recommended Please refer to IRS Installation Instructions for proper installation procedures available online, APPLICATIONS ' Channelization Edge Lines X10 ILILP- Turn Restrictions Medians ` Curves » At-Grade Rail Crossings-"Quiet Zones" TUFF Curbc7 is ideal for At-Grade Rail Crossings to deter motorists from driving around the crossing arms when they are in the down position-TUFF Curb@ also complies with FRA 49 CFR 222 as a supplemental safety measure for use in quiet zones.TU FF Curb(RD is lightweight and easy to install,with only two(2) connection points to the pavement,resulting in reduced labor and installation times. Note:Specifications are approximate and subject to change. Some parts shown may be for illustration purposes only. Copyright 2021,Traffic Safety Supply Company, 2324SE Umatilla Street,Portland,OR 97202/+1 S03.235-BS31/TSSCO.COM Jh TRENCH DRAIN GRATE INFORMATION 2024 Pavement Preservation/ A - 5 April 17, 2024 Project Number: 24-3001.1 SPECS - TYPE S - Type S frames are for permanent installs into new concrete w/o pavers (for permanent frames with pavers use Type P) - Rebar anchoring is NOT pre-bent, bending to be done by installer prior to installation into concrete - Nelson studs may be specified in lieu of rebar (additional specs will be required) - For load ratings greater than pedestrian modifications to the frame may need to be made, for more information contact your rep or UA. F. 0 a SPECS - TYPE PA - Type PA frames are for non-permanent top mount installs into existing concrete w/ pavers (for permanent frames with pavers use Type P) - Anchors are NOT provided by UA, anchors to be provided by installer prior to installation into concrete - Tab sizes and overall height can be customized (additional specs will be required) - For load ratings greater than pedestrian modifications to the frame may need to be made, for more information contact your rep or UA. �J F� �a l �J F� �a l� l �J Fes/ \a l �J 8� SPECS - TYPE P - Type P frames are for permanent installs into new concrete w/ pavers (for permanent frames without pavers use Type S) - Rebar anchoring is NOT pre-bent, bending to be done by installer prior to installation into concrete - Nelson studs may be specified in lieu of rebar (additional specs will be required) - Tab sizes and overall height can be customized (additional specs will be required) - For load ratings greater than pedestrian modifications to the frame may need to be made, for more information contact your rep or UA. �J u / F� �a F� \a l� l �J 4 Fes/ �a l �J SPECS - TYPE R - Type R frames are for non-permanent side mount installs into existing concrete w/o pavers (for non-permanent frames with pavers use Type PA) - Anchors are NOT provided by UA, anchors to be provided by installer prior to installation into concrete - Tab sizes and overall height can be customized (additional specs will be required) - For load ratings greater than pedestrian modifications to the frame may need to be made, for more information contact your rep or UA. F. 0 a 0 m a SPECS - TYPE INVERTED R - Type Inverted R frames are for non-permanent side mount installs into existing concrete when a steel border edge around the grate is not desired (for non-permanent frames with a steel border use Type R or S) - Anchors are NOT provided by UA, anchors to be provided by installer prior to installation into concrete - Tab sizes and overall height can be customized (additional specs will be required) - For load ratings greater than pedestrian modifications to the frame may need to be made, for more information contact your rep or UA. 0 a � 0 a SPECS - TYPE A - Type A frames are for non-permanent top mount installs into existing concrete w/ a surface treating that doesn't require fill containment, such as decking (for non-permanent frames with pavers use Type PA) - Anchors are NOT provided by UA, anchors to be provided by installer prior to installation into concrete - Tab sizes and overall height can be customized (additional specs will be required) - For load ratings greater than pedestrian modifications to the frame may need to be made, for more information contact your rep or UA. �11 IIIIII II III ` �� T�' IIIIII II II - II i'II II II II III \�fr� ' p1I1 11I� ilII1 �lli9' Ilii ``!Ui ��. "�'� Ijj 11 a 1Il iI P�'' IIIIII Iii h it � � 1111I1 �pii II III II II il� II II II II II II `�lll � III II II ' II II II II �'�II I11I II II`. II i�1� III�� IIIIII Ill�i' III II II i II Ilp 11p II �' Iliii Iliii IiIII i'p lI °Ili ��'' ° ryi11 gI11i li�". L`\� II II 4ii Ill ' IIIIII pl1�� `�\ Ili it ii ll ii III �1 i.'C� II III ^ II II II 41 II II II11 1111 .y�II II II ``Ij111 �R- ``J�. 1111 111\ it ll`� ``�II III 1111\ 11 II 111 11II . 11 \�J II I1II 1111 11 l . 111 �'�ll'' ii111 1111 II �` 111I1 II 11 IIh. 1j II I I 111 \yIU ulll III II II�� JJ 1 1 111 111 u III III 11 1j j1 I 4 j1 1j j1 1j j1 �� /� III I I III III 1111 1111 1111 1111 1j j1 1j j1 1111 III I'1I11 II II 1111 II II I. ��' iiU 11 II III II i �' II III II II 1111 II II 111I i Q II II II ao 1i11 ° � 1 II ��1� IIii1 11 Iij1 II I�' I 111 � �jj1 IIIIii II1i1I III o II u �Y 4 Plan Scale: 3" = 1' 0" �' %4" OPENING TYP 5/$"O.C. 3 ARRAY scale 1 :8 0 0 E) E) 0 0 0 0 0 TOP VIEW scale 1 :5 23.875" 00 3.938" 2x Pan Head / STD-Bolt 1 .000" SIDE VIEW 0.236" EDGE scale 1 :5 NOTES: 1. Heelproof:No thru of 2. Ships in pieces: 1 Oblio 12" x 24" Trench Grate - Heel Proof 3. Due to casting incons Made in USE IRON AGE Material: Ductile Iron 65-45-12 Weight: 27.451bs. Free Drain Area: 27.98 in/sq.,or 9.87 % By, Finish: Raw Edge: 1.000" Flow Rate: 36.65 GPM,or .081 CuFt./sec. 7 D IF. ►5 I cl N s Iron Age Custom Frames Product ID: Telephone 206.276.0925 Fits: Drawing Name: 01_OBL_I_12x24HP_TrenchGrate www.ironagegrates.com SOLD SEPARATELY OX1224199HP King County Wastewater Treatment Division Construction Notes and Existing Facility Locations 2024 Pavement Preservation/ A - 6 April 17, 2024 Project Number: 24-3001.1 ul 410 m ADO � 3 97.50 J 3 90 380 370 • .. ........ _ _ .......................................:............. I.........•...... ...•...•.............................. ..:.......... I . . . . . . . . . . . . . . . . . I I '.............. ...................i............................... .. ...........k�.. .. ... 390 . . 38C3_ : : : :. : : : : : : : ee� 400 lit 390 380 J'a" 495 370 - 37rA 0 350 - - -- - 370 300 - _ - - - - - - 350 -- -- - --- - _ - - A- 340 = - -- _ - - - - - tm LE DETAIL 334 - - - - m -- _005 - - -- -- - i t I 1 3(00 350 340 - - 330 320 ' t k I � � illllelefl� l911�S®1!1 I��f wl l�� e SEATTL� �8 I qe METRO STD, FRAME B COVER CONC. ADJUSTING N BLOCKS FORM RECESS TC 2�-O D/A. MATCH PRECAST JOINT SEE DETAIL Al2 4!-0DIA. W Z TYPICAL BELL- 0 CAST FOR FLEA p JOINT. TOP HALF OF P/F w REMOVED TO CO) MORTAR OF INSIDE OF M.H. p EDGES TO BE PLA SLOPE ED SMOOTH WIT) I"IN 12 MORTAR. T YPICA OF ALL MANHOLE 5"MIN. .:�� BELLS SHALL M hI - I CAST INTO PRE- CAST MANHOLE BASE BY MANHi PRECAST MANUFACTURER CONC. BASE 5-4 (OPTIONAL) STANDARD TYPE A PRECAST MANHOLE R" TO 91" ( INri 1mIVF1 SYMBOLS WORK TO BE DONE SEWER MH R/l-1 STA OfOO M4NHOL E - NUMBER, STATION, B N. 215,000.00 E.1650,000.00 STA 1101,40 CONCRETE ENCASEMENT OR JA STA ///t00 TUNNEL ED CROSSING N. 193 000.00 COORDINATE (COORDINATES 61 E.1663, 000.00 BASED ON US. DEPT OF COMA GEODETIC SURVEY, LAMBERT G 250 NEW DESIGN CONTOUR EXISTING WORK 1 N S /2 SAN/TA RY SEWER B S/ZE SD 12 STORM DR41N Q SIZE /2of W WATER L INE & SIZE G 6 GAS L INE B SIZE T--- TEL EPHONE CONDO!T E ELECTRICAL CONDO/T CENTERLINE OR SECT/ON L l -- PROPERTY LINE OR R W L IA TEMPORARY EASEMENT LINE 250 CONTOUR LINE CURB B GUTTER CONCRETE PAVEMENT (EDGE1 I r I I I SuBSEQUEN7 i SACKF/L C 51IALL BE GL A S S ZV UNL ESS OTNE/?W/SE NOTED j ul�iii = u► Ilstl�l�v it -76 IMMAL 45AC&PU SAIALL BE CLASS Yl /1NL E SS OTHEo?W/SE NOTED " � M CL Ass SAC-ZF/L L / EXCEPT TYPE k I i MATERIAL SNA C L � BE USE D AflAf. Wi TYPICAL UNRESTF r .6rA- O s- oQ r S. INTE,PGFf kA - 36"o STUB - i �9 /NV/00,34 t ) S. ZFAITON /NTE eCFATOR E/654,de,8.48. SEC. / (may 07'A E,eS) ®j 1\mid \ VAW7,rY E trVAT/dA/A&VO GOCAT/OAl ANO C4A/A/ECr TO EX/STING 72 STUg /10 EYdrAVA T/O/V ANP iL� - -� --_---- —� STA 27f 50 B 44 p' �> tout ji 30 ri -- -- _ — — -- -- O — ---+-- —— -- —— — - -- — --- _ — — -- - — — ----- - -- -- � o i FROM -STs� 35s/C TO 5'T.rl. 4R i/5 U.5'F O� THE r E I 'Y L SIrA 5Sf SO /10 fz0 - --- ----- - -- .......- - - - k CPo - ---- --,--- =- - --- ---- - s� sr rr...�._�.� T • • � I . • e • ♦ '--T T.. • a � • T r .,I r—. . T.. � . r^.�♦ r .^'r..• • . . • • • � r� ..��_��_-.. IZ�NAIQ. N oTE 1 BOTTOM PLANYA SE S C go NOTE i i 3 .I!V TOP PLAN ScA\-S ylk fl= I o DATE BY CHECKED APP VED JOB No. METROPOLITAN 2�17�G'3 MCA 3�8p SEATTLE , W lii ��I►t't�4+�711�*R+��t+ev�w-ltc:�,-s.�eaea-�s+:�ww�ar�a,a�+ra+w .�+e.�-R• a��r Z � 1 y (P. S. H. N0. 5) I � QD t I � N 0� MHZ4 MH25 MWZ(I �MN28 MWIZ904- �T--- - MI-12 80th - AVE. M 27 S. CO c MH 30 O y' W (n MN 31 0 -C a 'It Oa) ir — aN I MN 32 N N NOTE5 ; J 1. MN 23 - TO 5E CONSTRUCTED w BY PACIFIC MECHANICAL s COWSTRUCTORS, INC. UNDER N 00 CONTRACT Na Cc7 - 7 AWARDED ap MY METRO. (METRO MANHOLE _'— DE5IGNAT ION N C-T R 18 - ZS� PROVISIONS OF M O 'S Cn COKJ-TRACT 407 - 7 REQUIRE - -- 7I4A7 A FULL. LENGTW OF PIPE BE 57UMBED SOUTI-I OF TH IS MANI-IDLE AND PLUGGED WITH ,,*A, TEMPORARY "- WOOD 3ULKL4FA1)_ 2. ALL JACKED CROSSINGS Ld SHALL CONFORM TO APPLICABLE PORT IONS OF CC j� SECTION 10 , 7 (a) - (c) . � LIN ALL WORK AT CROSSINGS MUST BE PERFORMED 3EL0 THE TRACK LEVEL. AND WITHOUT PLACING ANY OB57 RUCT IONS ON THE ROADBED WITH I N c)' OF THE CENTER OF THE TRACKS. IN THE CASE OF ROADWAY C(-ZOSSINGS, IF IT IS DEEMED 30 NECE55ARY 13Y THE �i RAI LWA1' CO. FOR 5AI=07Y TO SUPPORT THE TRACKS W 3Y MEAt�15 OF STRINGERS ,., r ` OR F3Y OTHER METHCD=F/ 20 `_ 7HE WOR1r< SHALL 5E PERFORMED 5* RAILWAY FORCES AT THE 5XPEN5E R= (l C7 I-_-I- OF THE CONTRACTOR _BE AL.L o N PIPE SHD.LL. TYPE MIOS 10 EXCEPT JACKED CROSSING cL o WHICH 5HALL BE TYPE MIOSJ - ZL O f. CRUSHED 5URFA BASE COURSE ASPHALTIC CONCRETE GLAS-5B . ORIGINAL WIC ORIGINAL GRADE BY ENGINEEP OR AS STAKED BY ENGIMEER 0 , 17 , -T 0 — 2' 3 2' IMPORTED 3. BAC.KFILLe GRAVEL a°° G°o BALLAS REQU I P. PROBLE WWERE I ENGINEE ROADWAY RESTORATION HALF - 80th AVE. S. FROM BEGINNING OF PROJEC 77th AVE . S . FROM S. 206th TO S. NO SCALE I Ii Y Y t>CJ iJ tiff L is C) �- } lu, Z > f U I IY o U n i s Y O 7 O 3 m w O O Z Z NORTHERN PAC f_T CENTER 4. I SEC. 1 22 4 Opiw , u ul�rav f MON. NOT FOUND IPMO� J F� I 71 r T _i 0,10 P or6X dsv ors. NORTHERN PACIFIC n a.� ...c.. .nl�a .o n•aiti wi a) � _ Mu<O u.•w r.e__.. �3 �� !I M1:<• '—. � xco Z_- 76'.h AVE_ S CCUNTY P"AD '.HT 0 a, EN 5TATIP.N ..;Fr-cN TRACTS NO. 2 /-1 '^^tiE PAID O'5�5E 'IO C= SARAGs i5 P0'.6 LOT II ._•H � �.�s.i CF CD NT IIAGT E12EGT 4 j S'�AN� BP.Z.BFD WIRE Yf� y ':=NCE 4%1". IC-:) A.OVG W. ElNC'4Y. 2 _ )`0-LCW GCN5-R'cr(CW, 5P , "51ca BE ❑=_OGATED x TC M,5T P^CP=RTY -iwE. �� C'EHIEN 5TATICN G4RCEN TRAMS LOT 10 E SIy r6 ScGTIOAIIT—� -'mot^?J : i to qs ___.., -•^,MAC' K,€ W C J U Q PP O q r-PK NAIL Z __ -- 77 j PP f-� U W t� C12 try I 30 J lil Y_ C)t) Iyl I�1 ' 20 IiJ Ilj I_ R" z o 10 ij _. W — a. o o J z z �TYP 4- Pl.ACE5) ADD l I i TOP PLAN �► If'/2�� FILLING OF JT. 12 r,'4 D1,4, 2" REOUIPED WHEN m IN. SPACE E XC E E D5 (RE I F t 5 YM. ®TYP. RCP �-'-� KING CO COMPLE OUTE[ INTERCE pr rOR I DC,1Vr IJ, tEal)MON) C1 .;` � tr t.F\RNA'S"tON �L)INA �x 1I'A J J 1 t f\l\Att" ��YY Y..p� A li,^i t..�f.��1'Y ISP FALIM CITY PRESTON " - N 7QUr•1E_,7 lL art "P5'. Z7_1 f)fr N0R'E`tT : ..' ik#� iEND ISLAND DE) 1 R T z MF1E LE. �J , '< . -SITE CATI , X ff—Z ., sw .> a, A17F`#'t,JfEN BLACK K TAMON Al r ONA �, ACOMA VICINII'�Y' �IA � AIPIR t ' 2 Sverdrup A 0clFX7 C$, fN . _ __.. m.__,.. COiRPORAMNQR " "w )AITC, DRAWING $HEET 'FIR F'. Nd 01 1 WCATICN MAP AND VICINI'1Y MAP C 702 DRAWNG INDEX 0103 KF"Y SHEET G104 4 AESt:3REVIA'T1ONS AND FSYMM-S Gi 05 GENERAL- NOTES--SHE:ET 1 GIO6 E GC NF RAL. NOTES.°,;H`:Fa"f' 2 R101 9 SURVtiEY CONTROL ANL) EASF"MFNT KAN, ;STA 1400 TO STA 31400 RID2 E9 "WRVEY G"NIROi. AND _,ASFMENT' FITAN, S'1'A S1-1-00 TO $TA 431,50 R9n;3 . O , 479•L1 7 STA SS�+CCY CEE E R104 IC SURVEY CONTROL, AND CASEMENT FLAN, 5TA, 5Ci1 CC TC) STA 70+50 RIO5 11 SUR`,CY CON!''ROL AND EAS.3P`MEN`i" PLAN, STA 70j-50 I'() STA 84+•00 C' �.. JS 42 ":3l)RVF`Y CON AND EASEMENT PLAN, ,aC A 8,1.L00 TO STA 9'-t-5 0 R1 107 9:3 RV Y 'CCNTCRQI- AND FA`FVE'NT' PLAN, STA 97 i 50 TO STA 121 1 D S R1U8 14 '3URVCY CONTR(71a ANO EASEMENT PLAN, STA 123400 `(t) STA 147,103 7101 15 TE,SC NO, E$ AND DIJAI?.5 T1n2 16 TESC DETAILS T"103 17 1 SO Wfi `E'S AND DEC`AIL$ C 1 C1 18 PI-AN AND PRC)FIt.IE', STA 1 400 TO S Lk E-I-00 G"C2 PLAN AND PRCFil, ;aTA 6100 `0 SIA I i 7 C103 ?CJ PLAN ANC) PRCF(L.F, S`TA 1'L,_U(' TO STA 1 E 1•-C?C C104 21 PL.AN AND PRO li_E, S'rA 16+0 TO STA 21 p00 0105 P2 PLAN ,ANN PIROFII E, CIA 21 1 00 TO STA 26400 C106 23 P,AN ANC) V ROFILE S1'A 213I GC1 TO STA 301.50 c1(.Y'T 24 PU1 N AND PROFILE, STA 30)-50 TO `:1A 35-150 C:108 25 KAN AND 1 IROFLJ;, STA 351-50 TG STA 40-1.50 C1C1D 2(i P,,„AN ANC) P4ROFIRC", STA 40-f50 TO STA At,515C3 Clio io 27 P° Aiv" AND PRGF'H_E ETA 45+50 TO STA 501-50 C111 28 ElU,N AND PROFILE, STA 50-50 TO `TA 55Ie.50 0112 2 � PLAN AND P RC)RIS STA 5;,5+50 TO 57A Gn+-50 G11l 10 PLAN AND ,ROFITP ,TA rr,)rSCIrG STA ,S,+C>D C1114 51 PLAN AN1T PfROFII,R, 5TA 65+00 10 STA 70-4 00 G11`'a 32 PLAN AND PROFRE Sr,A ?0+00 TC `TA 75 k-M C116 32 PI-AN AND PRC)FII G STA 'fi,`T I-C;G 'TO STA 80+00 C117 34 PLAN AV) F ROF'IW, :STA 80+-00 TO `TA 85+00 C I'I E3 35 MAN AND P RC7f 11-, STA 85 100 '10 SiA 89 d.50 C 1'i'4 130 FLAN AND P RGF'IL,P ST'A 89 i50 TO STA 94+50 C120 37 PI..AN AND P'ROFII_C STA 9050 1'0 STA 100+00 C121 � m PLAN AND I R0F`iC, S(A 100-r00 1'0 .SIA 1(T54-00 C122 39 PCAN AND PfOFIIE' ti(A I +00 TO STA 1101-00 C1123 40 P,AN AND PROFILE" STA 110+DO .TO STA 115 t.CC C124 Al Pi.AN AND PROFILE„ .',TA flat•t TO STA 'I20Q C'G C125 42 � PLAN AND PROF1t..E, STA 120+00 '10 SETA 125+00 C':126 13 PLAN AN P,ROFII.C, STA 125 t C)() TO '1A 'I Y)100 C127 44 PLAN :ANT) PROFIC_E, STA 1304-00 TO STA 1;3'5-I-()D C428 45 PLAN AND PRO)£=(i.,Ei: ST'A 1135t-00 1'Q STA 140-100 C'12 4.6 Pi-AN AND PRC')F'H,E, SiA 1dOt00 1'0 STA 145-1-00 c 1 SC 47 P U\N AND PROF ICS STA 14,F-OO 1"0 TA 14 71-03 C201 118 PIPE' DETAILS SHEET 'C C202 49 P PF DEIAIUSm. ``,>HF Gi' 2 C2(13 .5D r'lPF DFT:N i -» IIFET 3 C204 51 PIPE. DUAIL -»» SHEET 4, C205 52 PIPE" DFAII S .,.» SI-I ET` 5 C206 $% P1PE, DEIAIL a ... S1-IFET 6 ('207 54 SIOP LOG CA iAII-S 001 5 T,.ANDSCAPING DF,rAILS CE301 56 ,Si1 +'LAN - SPRINGARC)OK CREF'IR CC `,>(NC> STF?i»)G11JriC: C302 �5'7 GSTRUC;TiON SITE KAN - MR-L, CREEK K NORTH CRC,S V, STRUCIORE. C:Y(113 58 FiNAL, 4ri'E Rf,'S"IORAA1(7N PLAN -° NW,L f;ri~ EK N(7R`CN rROSSiNG STRUCTURE C"„304 59 (CNSTRUCT°ICN SITE PLAN ,- MILL CREEK SOUTH -- CROSSING STRUCTURE, C4305 50 F INAI, SSE" C STORM ION' EMI„AN �- NN f CRUX `,0Ll1'1��1 Cr 306 C11 SPRiNGETROOK cM MII I. CREEK NORTH SECTIONS C307 E2 VIi l CREEK SOUTH SLC(1(TN C 08 h3 FRFSTOR+)TIC)N iSETAIiS -- SPRINGBROOKt & MR1 Ch�REUX CCRCS.',ING ST'RUCTURFS C1)09 E4 C;VIL' DETAIUS .-, SPRINGDROOK "z MiLI„. CRK N GROSSING fRUC'T€,1R€E$ C;:310 6` CIVIL. DETAILS 8011-I AVR S AND 5 188TH ST „N C;ROESING ':,'RUCTURC'' C,311 (35 C;IViL DETMLS MU CREEK :SOUTH CROSSING STRU,TU RE C112 67 (WIl DETARc, .a. N41E1. C(RUR Sf')uni CROSSING' (SIR(JCTHRr C311i 68 CIVIL D(ETAiLS CCNNECrI(1N STRUCTURE C 314 CSS GIVRt 17UAQ-$ - CONNCECTION STfRCJC`IUFRE, ..,....... A REC M y A 1( 20 4 A REC Ri)r F? rDM ( ...,_..,., . r ` P f4/02 � Sverdrup � V � „ _..,,...a.. CQi-q tb-Aq ti1Aryn f INC, (t'a t,„C H C Ca�4'taRA7lCIN p N I RFOi"ON W i„ r' f,AT+" d a S 5 �,KJ u A w,�"Ct(T�r'R .(.Twsy 1A,(,�; y,...,. E XI"�1� 1 b 1" SEWER Q _ m _.,. �. , ., mi 1103 CI C C1 Cj 105 C l 06 SOUTH )NTh� _" R EG EWECIO l' �T. � _ .�. --f'C�'C1POS C) �. -- . � 1 ` ram, cicoo ( 1 a r +• -a -4 KEY [-'LAN FOR $�C).-.S C Ldlz k 0 UJ C 1 8 .� ONION PACIFIC; RiVL OAD C„t 1 19 C 0 " SEWER . I C 1 () i ?1 C1 112 C11 2 3 C;1 d1..:_.. C `I ?C� C11. :. . KEY R.-AN F. O R ..... 0 S C.0 L. _ ,,«i,t n,m r•4a e,9. ... 3 Af>lFf NUM , i CV1 ICl MCA CC)i' yrp py n R CORDED 1E � rPra ��Joz � �� AF2�YPo TF��tTE��R S 11V�O1�II� .... ... AsSO IAr , INS CS"&�a�er r,tieo.a aa&'iuwai CURIF'0_n—T,f0N 1..... o REVISION ADBREVWTIONS AnAN ABANDON GUAM CHAMFER FA9 FAB R I CATE(D)(T 10 N) NIC I ABBR ABBREVIATE(D) cv CHECK VALVE, CONTROL VALVE FIG FIGURE NTP I AD ADDENDUM co CI EANOUT FCR FINE CRUSHED ROCK oc, ADD ADDITIONAL CLR CLEAR, CLEARANCE FCA FLANGE COUPLING ADAPTER OVFL ASH ADHESIVE CONC 0 0 N C R El E", FH FIRE HYDRANT P ADJ A0JUST(AF3t,E) CCP CONCRETE CYLINDER PIPE FLG FLANGE(D) PVT AGG ACGRECKIE CCSP CONCRETE LINED & COATED STEEL PIPE FT FOOT, FEET PERM ANSI AMERF(.AN NATRONAL STANDARDS, INSBTUTE CMu CONCRETE MASONRY UNIT FTC, F007ING PC AB ANCHOR BOLT' CNO CONDUIT FM FORCE MAIN PSI A(,',V ANGI-K OATE VALVE:, CnNN (C)N N E Cl (1)CN)0 N FDN FOUNDATION PT APPROX APPROXIMATE CONST CONSTRU (E 0) 0 NATURAU GAS PVC AV ANGLE VALVE, ACID VENT ci CONSTRUCTION JOINT GALV GALVANIZED PI AVE AVENUE CORP CORPORATION G$Kl' CASKET pp ARCH ARCHITECT(URAL) C 0 RR CORRUGATED (IV GATE VALVE CITY ASMO ASSUIAt,"D CNIP CORRIJIGATE0 Q ETAL, PIPE GA GAUGE R As,rM AMERICAN SOCIETY FOR "TESTING MAT'CRIALS CPLG COUPLING GNO GROUND RCP AUX AUXILUAIRY CPP CORRUGATED POLYETHYLEW`,", PIPE HH HAND HOLE RR AVE AVENUE 0 DRAIN HORIZ HORIZONTAL REBAR AV(') AVERAGE DIET DETAIL IN INCH RED BCFV BACKFLUW CHECK VALVE DIA DIAMETER NFO INFORMATION REF BFP BACKFILOW PREVENIER DCm DIMENSION(ED) ID INSIDE DIAMETER RE INF MILK BLACK, DLOCK(ING) DN DOWN IE INVERT ELEVATION REM 1'r M-IND FLANGE DWO ORAWING INV INVERT, INVERSE REPL III m BENCHMARK DAR DRILI,ED ANCHOR SOLT JT JOINT REQ'D no BLOWOF F DiF, DUCTILE IRON PIPE ir JOINT FILLER R ET cl C BE(ON CURVt; Ew FA(Ni WAY L 9 POUND RT DOP BOTTOM OF" PIPE', CA EACI-II LVL LEVEL RR BLVD D0LJU"--A/ARD ESMT EASMENT MAINT MAINTENANCE R/W BLDG BUILDING E EASE MATL MATERIAL RDWY BNRR OURLINGION NORTHERN RAILROAD EL ELEVATION (ELEV.) MAX MAXIMUM ENO BEARING EMOD FNIBCDED, E M B E D M IFN T MECH MECHANICAL BLIV BUTTERFLY VAtVE EC END OF CURVE Eli MECHANICAL JOINT CI CASrIRQN ENGR ENGINEER MH MANHOL.E(S) EXISTINL CIF' CAST IRON PIPE EQ EQUAL MTV. M L7AL CEM CEMENT Exc EXCAVATION MIN MINIMUM Cl R CENTER EXIST EXISTING misc MISCELLANEOUS C-0 CENTER TO CENTER Ei EXPANShON JOINT' MI„: MATCHLINE CL CENTER LINE ENT EYTERIOR IN NORTH N/A NOT APPLICABLE STANDARD SYMBOLS .......... NATURAL GROUND OR GRADE rion OPTIC MARKrR 11HRUSITr BLOCK SURVEY MONUMENT ON ET11'111'1�-�71, 0ACKHRA, PERVANENT BENCH MARK 0RNAMr,,NIAt SIRLET UGHT -A, 14 --------- rYISFI4 MNNI0 E FV4S1 WAII'R VALVE CONCRFIE 0 NEW MANHOLE ;ji FXIST FIRE HYL)RhNr CPT-20 6h1 0 EXIST $OL, TIORING RCCAST (ONCqFTE ()E$I0NATVN OB EXIST WATER METER BOX WERAND ExsT OATCH W&N OR INLF1 EXIST, LJOI-IT POL5, DrCOU009 TREE & SiZE PFRMANENT EA Pk m" wo wo jI)RISDIC'nT4AE, 8OUPIDARY CONIFt-'ROUS TREE AW) SIZE UTIUrY F*'IOCATION NOTC TEMPORARY FASrIMENT @ ExIs'r LLjwNNPE N,, PLANTINO AREA 71 11 EXI$Y SIGN VEGFTkFFD nANK �JW MONITORING WELL. WOOD A P EXIST GAS VALVE F..XIST JUNCTION DOX EXIST OLEmOUT AS RECORDED APML, 2002 EXIST POWER POLE -T�TF7 JM 12/0' gAA �y_STRUTHEIRES SYMOND AS [-,'[)M OP8 04/02 Sverdrup -i AssoCIATES, INC, .............. ......... CIVIL TECH cmmi [ CORPORATION' HCRRRA JM & ssooiaes- A t , L td,,� No RD/IsION E7 APP',A -)AIE, V @A GENERAL NOTES, GENERAL NOTES (g0NL F 1, HORIZOWIAL CONTROL DATUM BASED ON WASHINGTON STATE PLANE GRID 15 A COPY OF THESE' APPI"OVED PLANS SHALE, FIE ON TH SYSTEM OF 1983, NORTH ZONE AS RE--ADJU$TF0 IN 1091 (NAD--83/OO)� CONSTRUCTION 6 IN PROIGRESS, COORDINATE VALUES ESTABLISHED FROM WASHINGTON HIGH PRECISION GEODE'TiC NE'TWORK (HPON) USING' Ct,.00AI. POSITIONING SYSTEM (CPS) 16, THr. CONTRACTOR ',`3HALL BE RESPONS1ntl FOR FIROVID S SAFEGAJARD, SAF'ETY DEVICES, PROTECTWE,' EQUIPMENT, URVEY 11CHNIOUES3, THE FOLLOWING TIPGN MONUMENIS WERE USED: ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, I OF THE PUBLIC, ANO TO PROTECT PROPERlY IN CONN POINT BROWN POINT nUWAMISH POINT HAFT PERFORMANCE OF' WORK COVERED BY THE CONTPACT, NO, SY2732 NO, SY4595 NO, SY5646 TRAVEL RICH F--Of-,WAY THAT MAY INTERRUPT NORM N,_11 731 58 SHALL REQUIRE TRAFFIC CONTROL KAN APPROVFD BY 5 ENGINEERING DIVISION OF THE DEPARTMENT OF" F"JaLIC f,JJ�148_59, KENT AND RENTON, P!,2A,9KRI� E 1_'3�)Q 664l'i(i " 17, ALL 12 THROUCH 78 INCH DIAMETER SEWER PIPt:' SHM ASTIV C,76 CLASS 5, 2, VERTICAL CONTROI., IS BASED ON KING COUNTY DATUM WHICH IS ESTABLISHED its, ALL 108 INCH DIAMETER PIPE SHAEL BE M-LOAD DESI BY ADDING 100,00 FEET TO 1947 AOJUSTMENT OF NGVD 29, NOS BENCHMARK REINFORCED CONCRETE' PIPE, THE REINFORCEMENT 0-408, NO, SY0611 WAS USED AS BASIS OF' ElEVATION, BENCHMARK ELEVATION SHALL, BE DESIGNED BY THE PIPE SUPPLIER USING THE IS AT 129.77 FEET (KING COUNITY DATUM), ON SHEET G106 UNLESS SPECIFIED OTHERWISE, 10, APPURTFNANCES SHALL, BF, PER CITY OF KENT STAND, 3, MAPPING WAS ACCOMPLISFIFF,) rHROUGH AERIAL PHOTOGRAMEIRY AND OTHERWISE WHICH ARE INC(UDED IN APPENDIX 10 SET SUPPLEMENTED BY GROUND SURVEY, SOME CONTOURS MAY Or- INACCURATE IF OBSCURED BY FCILIAGE. 20, PROPOSED MANHOLE RPA ELEVATIONS ARE GIVEN FOR MATCH RIM WITH ELEVATION OF PROPOSED GRADE, 4, EXISTING (IrILITIES AND OTHER SUBSURFACE INFORMATION SHOWN ON THE PLANS IS NOT G(JAPANTEED I'D BE ACCURATE OR COYPLETE, IN GENERAL, SERVCE LINES, TRAFFIC SIGNAL LOOPS AND OVERHE,AD, UTRJTIEs ARE NOT SHiOw CONIRACIOR SHALL LOCATE ANY SUBSURFACE OBJECTS THAT MAY AFFT"CT OR CONFLICT WITH THE WORK OF THIS CONTRACT, CONTRACTOR IS RESPONSIBLE UTILITY RESTORATION NOTES: FOR LOCATION AND VERIFICATION OF ALL UNDERGROUND UTILITIES, 1, CONTRACIOR SHALL, SUPPORT AND PROTECT All CRO� 5, A COPY OF ALL DESIGN STANDARDS SPECIFIED FOR USE ONSTE SHALL BE WORK. INTERRUPTION IN UTILITY SERVICE 10 BUSINE� AVAILABL.E IN THE CONTRACTOR'S OFFICE AT ALL TIME'S, occuR wri,iOUT WRITTEN APPROVAL, fRom THE ENGINE 6, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIVENTATION 2, ALL UNDEROROUND UTLITY LOCATIONS SHOWN ARE AP COLLECTION AND EROSION CONIROL FACILIIIES AND POLIOES, To ENSURE EXISTtN(j CITY AND COUNTY PLANS, CONTRACTOR SH/ THAT EROSION OF "rHE SITE DOES NOT OCCUR AND THAT SEDIVENI--LAOEN 10 DETERMINE ANY CONFLICTS AND NOTIFY ENGINEER. WATER DOES NOT LEAVE' THC Sill, FACILITIES AND POLICIES SHALL BE AlAJUSIED AS SE'ASONAL, CHANGES, OCCUR ANN AS SITE; CONDITIONS CHANGE, 1 EXISTING SIDEWALK, CURO AND 0,UIT"IER SHALL rg" PRC 7e THE CONIRACTOR SHALL. PROVIDE CONTINUAL, RATHER THAN PERIODIC, SOUTH, EAST AND WESTOOUND, DURING CONSTRUCTIOI\ MAINTENANC,E AND CLEANING OF THE WORK AREAS, THE ROADS AND FAULITIES USED BY THE CONTRACTOR AND HIS SLIEXX)NIRACTORS, AND 4,, WHEN UTILITY SERVICES OCCUPY IFIE SAME SPACE AS CHOSE PORTIONS OF THE CONTRACTOR'S YARD AND THE F-AY-DOWN AREA INTERCEPTOR, THD CONTRACTOR SHALL, 00 ALI, NECES USED BY THE CONTRACTOR ADS SUDCONTRACrORS, EXPOSE SUCH SERVICES, THE„ CON'TRACTOR SI-IAL.L. PFP AROUND THEM DURING EXCAVATING AND PIPE LATINS S. THE CONTRACTOR SHALL PREVENT CONSTRUCTION DEBRIS FROM ENTERING SHALL DE RF$PON9AIE FOFE AIA, DAMAGES 70 THE BE NEARBY WArERWAYS AND WE.TLAND AREAS, CONSTRUCTION EQUIPMENT AND SHALL, IMMElOATELY NOTIFY THEE ENGINEER AND A SHAI, NOT ENTER THE, WATERS OF STREAMS OR' AETLANDS, DAMAOED SERVICES IN ACCVX\DANCE WITH WSDOT SEC 9, CONSTRUCTION EQUIPMENT SFIALL BE CONTINUOUSLY MAINTAINED IN 'TOP 5, IN THE EVENT OF CONFLICT, THE CONTRACTOR SHALL WORKING ORDER AND FREE FROM LEAKING FLUIDS, EQUIPMENT WITCH, IN CATCH BASIN 0NNrCTiONS, INLET CONNECTIONS, DR, "HE SOLE OPINION OF THE ENGNEER IS IN POOR OPERATING OTHER SEWAGE, DRAINAGE AND WATER FACtUTIE5 AT CONNTION, SHA(_L RE REMOVED FROM THE SITE. TO FHE SATISFACrION OF RESTORATION, SFIALL BE CONSTRUCTED TO CURRENT THE ENGINEER SPILL CONTAINMENT AND CLEANUP MATERIAL SHALL, BE CONTRACTORS COST, MAINLINE SEWERS AND STORM I MAINTAINED AT ALL ACTIVE' CONSTRUCTION SITES, REMOVED OR RELOCATED EXCEPT AS NOTES, WITHOUT 10, CONSTRUCTION EQUIPMENT SHALL BE SERVICED AND MAINTAINED ONLY S. ALL, CATCH BASINS AND SANITARY SEWER MANHOLES WITHIN AREAS APPROVED FOR THAT P(JRPOSE, THE coNTRACTOR SHALL HE REPLACED PER CITY OF KENT STANOARD DETAILS SUBMIT TO THE ENGINEER A REQUEST SHOWING THE AREA REQUESTE-0 AND THE PROVISIONS TO BE MADE FOR I3ERMING, COLLECTm, 7, ALL ABANDONED PIPE WITHIN THE NTERSFCrIoN SHALI WASTE OIL, AND PREVENTING RUNOFF OF PETPOLFUM PRODUCTS INTO ALL REMANING ABANDONED PIPE MUST BE CAPPED A' THE SURROUNDING AREAS, ALL REMAINING ABANDONDED PIPE 6 INCHES IN DIAME IN PLACE SHALL RE FILLED WITH CONTROLLID DENS"PT 11, PIPES ENCOUNTERED DUPINS DEMOLITION SHALL BE TRACU OUT AND REMOVED OR SUPPORTED AS REQUIRED DURING CONSTRUc,rioN. S. SEE, TREN(N NOTE 10 ON D!,�AWINO C2,01, 12, THE CONTRACTOR SHALL SUBMIT A DETAILED PLAN FOR CONTROLLING DUST ON THE SITE, TO BE APPROVED. BY ENGINEER, 13, ALL PRIVATE tiriunII WITHIN THE ROW OR EASEMENT INCLUDING POWER POI,,ES AND TELEPHONE POI LE', WI-0CH CONFLIUr WITH PIPE OR SrRUCTURE INSTALLNfION SHALL BE REMOVED/RELOCATED. CONTRACTOR' SHALL ARRANGE RELOCATION WORK, WITH AFFECTED U11UTIES, SOME OR ALL OF THE PRIVATE UTILITIES MAY REOUHRE THAT WORK BE PERFORMED BY OWN CREWS ALL WORK PREFORMED IN ASSOCIATION WlTPI t,iflL.iTY RELOCATION BY THE UTILITIES SHALI. BE AT THE CONTRACTORS EXPENSE, HIGH VOL,TA(,,E POWER WILL REMAIN IN PLACE NEAR THE PIPELINE ,, CONTRAC FOR SHALL TAKE' MEASURES TO PROTECT WORKERS AND POWER LINES, 14, BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCC'UR1,31 PRE-1 nr CONSTRUCTION MEETINGS MUST OE, HELD NTH THE CITIES OF KENT AND RENTON DEPARTMENT OF,' PUBLAC WORKS AND TFiE ENGINEER, AS RECORDED ATIRR 2002 Aa RECURDED 04/02 QAFZRY STRUTFIEP,$ Sverdrup SYMOND W,� 6_6 I A T 6_,1i`,_ I-N 65 -W-6-4--, C',I'V I L_ QViLTECH HERRERA No. ._ Z O RE NEQRQUI S;QXQRE TF III.. DESIGN "WA PE,. IN ACCORDANCE WMI ME Anr„WO STAWARD WOOF - CATIONS FOR }i1CHWAY BRIDGES 16M EOITION SECTON Q 1HE PIPE MANUF.ACT°uGFR SHAD, E)C';IGN THE 108"° C AMEFEfR REINFORCED CONCRUE PPE FOR MOMENTS, THROSI AND `SHE:ARS 1.��.1ING PX ':'0D • AR90N 2 C1OMPKE:ER F ROGI'2AM FOR HE, STRUCTURAL ANALYSIS AND DESK>N Or CIFd(:UIj\R RE'INFORC'ED P,'.ONtCRE".TE PIPE, N AM MINIMUM At WWAF?LE, WNL 'i UC:KNESS FOR M-GOAD PIPE SHAG BE 1/120 THE NOMINAL. INSIDE; DIAMETER, A. RE [:WTE; PFPCl..1 IK INC1wlMING TVASE MRS TO ME MNN(-F. D, SHALL„ 'BE MODELLED USING A TYPE T S'TANDAi'RD TRENCH 1N`;IALt DEMON FOR THE Sr:RVICE LOAD C:OND1110N, AXIAL I'ORC`EP ERESEIGTl No F"F10M FUNNELING OPFERAT10NS ,>5a BE COWU1EF1 `3f�mF'AFMEEY, MEN APPHCAME. 5, USE SIDD DPWAJ %AI.ETS FOR VC(Rl"10AL. AND HORVONT,M. ARCH NG! FACTORS. S. RONITKING STECL SHkL CONFORM TO T1117 REC2>tifl tiE AWNT?, OF AgM 615 GRADE 60, DESIGN YIE.L.DS OF EiO,000 psi FOR COLD DRAWN W� RE: AND �t� 000 Fit FOR HOT ROUED "ROOT °MAI.I„ LiE. IISGiO FOR C;At.CU AnNC THE AMOUNT' Or REINFORCING STEEL REOIIMED, T, f ONCCRUE SHAM FINE' fc- Ta,t'1C}O pm MINIMUM. E1. USE SICD DIF"At.M Lmo FAC:TCRS, rHf FA(,lX tS SAE Ct,og ANC) PROCESS FACCTNS W O FOR PPE DEIGN, 9 ASc,l.1ME. A SC, L MN.,1 Y OF MO PCF, 10, ASSUME, DEPTH CSF Y't..UIC,T EA>tmy 108 INCHES, 6"I,.tJO DEN'EI'tY cOuALS 65 PCF AND PRESSURE HEAD UQUALS 16.5 FE:ET, l i, ,EE TAR11 FOR FILL OI'PTHS AND LIVE: LOADS, M,L DFPT4IS REPRESENT MAXIMUM DEPrH T'0 TOP OF Phl WE'R OVEN RANGE, NOTE: THA Fe AI_I, LIVE'' LOADS ARE' GIVEN AT "1"NPR CdROLIOD SURFACE, 19, CIRCUMFERFNTGAI. RF'iNFOR(FMENT SHAI_1., HtNE, AA MNI IUM COHICRE;I"F COVER Or 1 INCK 13, THE. PIPE MANUFACIJAER SHALE. SUBMIT 10 THE E:NGINE'EA A 7APt.E Of FORCES AN,) rA COMPUTE t)'SIOlN CCM FAOCkl LOADING, C^ONIATION. SEFWIfTA�L SHALL HE STAMPED BY A OUAUIRED CML E'NC,INUR LICE"NMO IN ME STATE% OF WASMWMN, K CMMN OF nW PIPE: VAT NAVE: ME °AMF' IREINfORCEVrNT AS THE INVERT-, . IF STIRFAIS:, ARE tRE`C:1Ul+mil p FOR TIUNNC'.;.,ING PiPC DESIGN, PIPE s}INL[.. HAVE S't`IRFRUPS FOR FULL. CIRCUMFERENCE OF' MPE 16, PROVIDE JOINT SIEEAR iE:ST IN ,ACCORDANCE WITH DETAIL FOR TYPiOAI_ JO NI BRIOP� 1'0 PIPE,, fE(�'l.1VT�12Y. C''203 Al c, ~ E3, 1� C AC'RIL, 2N2.. .. .:_' T AD t NDUM G A iN, ZE GSI)N D GC)F 1 r j't mm 1 m A> FECCRtJf;O tPMt��kS AkfC1 r�' aAFf3Y 'iRITNEf�" F MONC �.w sSO7CIA7FS, INC. �nareoar,ri`wa�;a,INs' .. . t CORPORATION .... HNRRFR R «m, k +.tV k A Q o n o 9 n f ra o T f l z 180" 60Tt4 AVE S CITY CF. KE.N`t '"{�' 1ryi I., CASCADE FEDERAL CREDIT UNION TAX L07 #1U;C 0 I , � , _...s PFRMANE:NTF E ' sr �. aF N'F w i XtCT �tpA F M1� - f f h 0l6� _...�,.. _. t A , "�''� 1., ° k 1 t ", x"._,#'_ t ✓" "`" y'.�( t d E. i2.;P,r `").i".„C,1 "�. f .,,., ✓ r'Y�"Fx w'"! v .,.;^� ''P':.":�vL,.,✓..,.:v .t°.h"...F=- cr .� , r r,,✓' .. . .a x TEMPORARY Ij �` EA, hiFCa1 N 163600 11 , �..... , 12,417 C Dm 1 I Ur4r �. l DDu'w N ��{e i F It E9O Id AVE C_ )b -;Q, BLOCKBLOCKC WALK E: NlF CCRNEh CIR E~(FV 121,48 7970 S 18 rr Sr ; mPECIAUY WIERS: INC, i 2 F s" Xi tiT.� 14 , " 18516 BOTH AVE $ '. EMERALD C)Y ._.'MOVING AND MORAG'K W @N@� 1621ry7818 ` LLI x C, pp _,,. \f gyp«* All s 7915 5 1SMTH AVE;,,,. _..,.. NA.DCO SUPPLY e Y N Q Eb.-5,; 8 CMC7CaRMNATES ARE t,OCATED Al 2, FOR EAS c E'Nik Oat INN OF P PE, ANGLE, SEE FPE: MNTS AND DOWNSTRFAM Ea, VOLU SIDE OF EACH STRUCTUPE: .w CE:NtER INE:, A� hF C4CC()F(A EDM UPB 04/CAS T tW1 ! 64 Qgy wlsT. ftE,Vi!iClN BY iTIP', D 1, MAIMS CD r 4...✓ ^ ram•,, f,,....aa,. a 'r,. _'« 1 � y � i t r r 1 y 4 H tl IS NC CC}ltNfY u r k cr ASSOCtAl!ON k � I z t �J ql j Q[,r I Sverdrupraw rr. i3 , F _ _.. r ctrwnyui ro ea r f �. om„ ,._,�, �. fill kK.Im Ae AqwPin$ow f1d_. I _ AT CHLIN NQTL * 1. t;C OPOINAIE°S ARE d.,O(WED AT CENTERLINE OF PIPE, ANGk.F POIN1S AND ,OWN',1'E2f:AM WE Or EACH SIRUCTURF /) CE"'NTE:RL)NE, na ). 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J ,� r. d r. .✓,,.. of r'.. 5'" ,✓ , q ucTlaN �" ,✓ ,.'✓' f"' ,r ,,r ✓ „r �,,.`' ,.^ ^'' i ,r' '" f r ,.'" �, ,�k .� � ,°" ,�' % f ° ✓ r TA;t �oY y3�;/f ,� , �' r. r r ,r r r` r ;�' f"x r 'v" rP °0p ✓' y* d as r ✓ JF 1 ✓ �^' ,,+ P` r " ,✓ x`� fe / Er ,,�' � r'' a •� ✓r rr r,r �r t _ r � �f r rf f ✓f � rr r ✓ rr f r' ,rr ✓ r ....� � ., ✓ ar l r � ✓ r +'� � / d r ✓` ✓ l J ^✓ / /°' Y ,r'r �• �i ,r,r f �,, �I �.,.,... _...,.,„ r" �. r" r' ✓ '✓ .' ✓ ,� ✓, /f .,,._ �r',,�,�" �' ✓r,..'r l ,r'r s f ,r �,,✓r✓ .r d r,.✓' r r r ,.,✓ / �„�"' ,r' ." " �a AMFMCf.N�Y A -� 6 N 101377}1 I N 162107.9" PUGEE,. AS i '., ORIDE10 ] ., APRIL 2002 AS RCCOPtpFES FC>M 7CrPR T04/02 �"".,""""""__.w_.�..,.__..........,........�_.__._._ �. SverdrupC��F?F V �;FFdl1 I FiFF S � � a p fc aH uu Lr aP,�eu o'i,. ,_.a, .,. ..,.. ..�. �.„_ ., a-:;.r�,✓i t_..� !IV C-z AsSCIClATEr S, INC, CIVILT E1.H _ CORPORATION i #FRRERA �� i PURL INCH R .. NORTHERN RR TAX tOT #19 c N 16017�L6 'CNERAL ELECTRIC CTRIC CaE01r AUTOi�t�T�E1RN._ING, 77 DRAINAGE hTAX LOT NO,36— ;. ✓ TEMFO�AfNA raE'v1E N1 f _ ...,... '...... Ali� 011" E aT 1^ N v3 CD ... ., .u.., ✓ r >' y ..,... T°w M�a x'T.�Cn ,Fy t m" �j .d°.a` '�,+`r*r"`''..•>',r+' +'"p^'",..r' �✓,`✓.."^ ''✓ '�,;?" '*f�,x�',r�"',`r�'ry"'v, „..., .,.�... �,.„. »...�r.',.»„`.,r' ;�,t �� eyi ,r "` r' , ''�,'f".�„,,e-^!` ✓'' F t "�''✓a+ '" +',,,,.' X x GENERAL E E"CMC.., AucPt�N 1N I t.0 "�,"'�.,�"'"_ +',„�r,� ;✓'r`"r",�''' ,�''°J �, r �"err r°x^" '' 'x t t g ✓rf ✓ r r✓ �' S rr rig' ,�. r r',+ t � a�" � K l r ` .. `:1 ...� 7` t kwµORMNAGE --TAk LCl No 3t7 Elf J. L L� x w" 16f �C . a ; r ...1 �. ° Mm N t?6163?.26 �� { r $ v ✓ r TEwMf+C fiAS�4 ..� r�,r,r r r n ^ 6,94 Ek v� 11 FArC €NTrrror rr'r N 16 /2ry332y8 m t41 „s'Y } j} r'' ^' ✓' ,r,�+ aV„s ,,/�,. , 4 �4 .M^""'..« 1`�9 d V 1 T i.. N 10�-D46�94 v� rr�'�"'� r � �,^'rr',r✓ r° � "" \ _ „..�,.�„�r C'� 9 F' rEE1 � v` ,,r✓✓r' /�>'d r' / r f .* r r ✓' t ✓,� a o- x """" '^, 1r—a'r^- "�v r" �+ ✓' 9^'e ,✓'r' `„, r'✓'` .r f'r.�',r ca :� ✓ rrr'»�',�'s�✓ r' r,r"r.;�✓` r ;r ,v ✓";r v` r ✓ ,, P.� ""�" ✓ „, „v„r'' ,� ^r r 'r f` .1�;✓ f r'�,.r rrr'rr'',y .' d',r,�l,!,.rr 'r^ F,.`s,,r r� ,.n'r".r'� e"�,,' .+9 r'•r✓�,✓e°",x='�° r",.`�y�, }"• 'w" ✓`rY.r"j 1„'"�,.,^' F,. a.+'✓ ... ,"" .^ r r"`' ^';,✓' , ,," r r r .^",r:,., ,r"r,r rr,a , ,�^'....✓r ,d r,.r"•�dy' s"ry e''f J,r`�M'",`r"r,✓ d{^ ,.$"+✓"yr"?r �,,' ,. .„✓ �,.,''.. .✓'� r' r, ✓/r.f ✓.x r°�.r✓ ,/,j' "r . ��`"^ `� a�. `` �" ran; � r � ✓� fix`� � �' � t a, �vC m.' >r• m• rr ... � �, Ur/- u � a EEC TAX L a^, , 1 '4� n _.., .. a C�C�� zt51��y R IV I11t1gL.4+P5J \ ',, It � i'__,.,,.._-.,-.....w................a .;;�^^ .__......,,......,,,.,..,.,�m,. .,.-...«. ..-n- ,,., .. .... ...,... ....._,.. _.......... .....—.m..,. r 90 (: , r31�3C?'7 h.� Y E RECORDED] AS RECORDED EJ L DM C1F'El— 04,/02 ARRY Sverdrup„�.,..,.._,., ...,..,� ..«.-.,,.m..�.�...._.......,. ..... „m.,,,,.,,.,......... ..................«,...._",_......m.,. ..._., .«, ....-...._, � V4 V Y�4e66IAryryE$, rrNC. Ca^w_4V4Pi 6�kN4_..: QVILTECH a EV C��C?N BY 1AE P'''D DA&: 1 ^ . .m w ' / £1 , r� } �, ��' TEMPORARY Y `F �� E,ASE:MEN"! / C /� i GENERA. ELECTRIC CREDIT AU'10 AUf IQp INC, Tnx LOTC¢n�a5 �a�,� ��^ ' 1 :MF'CRAR EASEMENT TEMPORARY �V� � � Ya COMPANY TAX LOT #107 N 1E y t E C `7N, 'u7U 77 ,. ,... �.,.. E Aw EMP N ` 1 Y P RMANC N J —,PIiGEY 0UNI) ENCiJ} �.'.., „ T'AX t.hY #18 77 �E Fa,iL 1�1C7� Aq EC CO EEr �ECaM F E f O l ...... ............_._..._.,:,...,....m..�,,.,...,,,.,, .....,,,.,.,,...........,..,.,.........,.... ,..,.,..,,., ,.. ,... __ ,.,. ,,,,,.�,......_,,...... '� ASSOCIATES, . diV �Cd NClV4Y N'1RNW„N ttdN N, T A C1 _ E2rVI;YIUA?,�..,,..�,�...�„�, FTY AC=�R D tJATE r r t � SOUND { EN(OGY:...,. , TAX LOT #i0't � t k�. I �t 160 77, N M15745 Lk«. �i t p F X , i k 1i E k SUPER SEVOr ... „ ..� C R GNA t N;MAUCK) k, TEVPORARY , r � 3 tp i r.$�aY'fir,�5�� ^` 35 � { 1 X 11 f APRlI.,, 200I d,CORDEE M UI a1 z C?qAFtFtY aTk IJTFIF tfV ON1 _��j Sverdrup CIVILTECH �. MF: F`RRR rrtz�o�arlcaN � rR fdYi,. REVISION M �APP',, DAT Q,. ` 20112 72WI) AVE S � 20120 72NO AVf. S c� 11} a.w i , . k L 1 4 `TNY ;„ g ar {7fif T fYN T+7c^fii-7t3 R .. �..L 9 n4 do-'a o 'ftt i1t"i C4 NT)tP:. ft'"ft l :w 22190 AW.NOC SOUIH _..,. p I { i pp� f n p [, 20232 72NO AVEas 20410 72ND AVM 9 20676 iM Wr S CENTo Fife ClEm, N. iN7USIRIAt, STATION } 0 A u7 I {a H440 � 1 u ry .......„ +� ... , .... ..,. t Y I X ,„aI v qq ¢� .I.1 { i pp� tt ( I V:4 ss fi I { I V2'`I }}, 1 I .2 k I f �� } . a fir.. ;' ri' ..:: @ APRIL, 20W 7fhM�faF'B 04/07 �A p,,ON� A l `"TFdU1Pi C BIV .f Y'4,P$0(',II F.Hey INC. I�PM6t k9 Hd�RNC1 N��&' �u aG« .nfi.,,m .rEvi,i2N A�E��C ��m hRRfA &TCbC' rE" ,tC „��„�,� �.,,n,�, „��,,...mT:�,<�,. ,s.b, 7 17ATk.� �mm�.ran ,. _.__.. ._,...,,.,_ _,...,......._..., ..._ �.,,,:'..,�✓ I E V20 + w. n" N2ilbd — � d rv, t « r h,. ! 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HERRERA CC?NF'CRA7YOM1� T 4 REVISION GY DATE o auirw 9 _.. . .,._ ....—.---------- r_ �+ a " cr ._,_.... 0 �� C) kl '_� �I� .�r.� ' SET C�t't 7� II'C t f Y�r TTIf hp ;n t t u, It i� r 4-1 X1IA .. W._ . .. . G 77'\�1�17-7`7- F, a _ r � E 1 C I �.. . . ,._ „fco S RECORDEOmH1 AcrIRI[„ 2002 2 i t-OO 22+0 1,3 00 Z IS ry � � I � u r 15 u .w.._.__.r.. mm ` .'. ._ �ADOE NDUM a'r IRE RErS'l Tti kME NT NO'U MKW JMIC 12/90 _., .. Ef)M f`aFCR �)4,/t� I to A( F$Y 'T121]-1�iE12`, J T�VI1 1 2 A ,._ bQ* --- ASSOCIATE*,, QM.VM, M�p 4 j r }.Tf -", I f CORPORA'IIQN i ..._ Y !t 1 ' KNOVE Ar-XISTINGD ^.._. S W POWER r� T'i MGNrf , CCUS'RRI [}f s1AE2s TA 26,�44,48 _ Al COST C T 'ry x i1 z< �. it ^ I f i { }pit "` ,,; C CAE TOPS, MySOCIA°1IOW 125 r t ( j- i 'C2 I c 120 s � I ' f _.__. �,,� . < � E ! 11 1 I 4 �^q i ��. ... 10 0 � PB 04 02 .mm �f2 Y �a�RU I# I�S i Sverd4 _.,.^_.ry ASSOC s d`h 1*� � I N C� (a ^i a r.r i H._..:... ..._...,a n -TE (x; CORPORADON atmn. �,... pd Sh N I BY APP! f) ,A1"gym a�uuu PREVAILING WAGE RATES A- 7 3/28/24, 10:09AM 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: 04/11/2024 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 3/28/24, 10:09AM 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 I 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 3/28/24, 10:09AM about:blank King Divers Et Tenders Hyperbaric Worker - $120.76 15J I 4C I View Compressed Air Worker 72.01 - 74.00 PSI King Divers Et Tenders Manifold Operator $80.82 15J 4C View King Divers Et Tenders Manifold Operator Mixed Gas $85.82 15J 4C View King Divers Et Tenders Remote Operated Vehicle $80.82 15J 4C View Operator/Technician King Divers Et Tenders Remote Operated Vehicle $75.41 15J 4C View Tender King Dredge Workers Assistant Engineer $79.62 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $79.01 5D 3F View King Dredge Workers Boatmen $79.62 5D 3F View King Dredge Workers Engineer Welder $81.15 5D 3F View King Dredge Workers Leverman, Hydraulic $82.77 5D 3F View King Dredge Workers Mates $79.62 5D 3F View King 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 3/28/24, 10:09AM 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 3/28/24, 10:09AM 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 3/28/24, 10:09AM 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) $60.15 151 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 3/28/24, 10:09AM 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 3/28/24, 10:09AM 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 3/28/24, 10:09AM about:blank King Power Equipment Operators Cranes: 200 tons- 299 tons, or $85.66 7A 11H 8X View 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $86.48 7A 11H 8X View 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 tons through 99 $83.95 7A 11H 8X View tons, under 150' of boom(including jib with attachments) King Power Equipment Operators Cranes: Friction cranes through $85.66 7A 11H 8X View 199 tons King Power Equipment Operators Cranes: through 19 tons with $82.56 7A 11H 8X View attachments, a-frame over 10 tons King Power Equipment Operators Crusher $82.88 15J 11G 8X View King Power Equipment Operators Deck Engineer/Deck Winches $82.88 15J 11G 8X View (power) King Power Equipment Operators Derricks, On Building Work $83.62 15J 11G 8X View King 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 15J 11G 8X View attachments King Power Equipment Operators Forklifts: under 3000 lbs. with $78.65 15J 11G 8X View attachments King Power Equipment Operators Grade Engineer: Using Blue $82.88 15J 11G 8X View Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/Stakeman $78.65 15J 11G 8X View King Power Equipment Operators Guardrail Punch $82.88 15J 11G 8X View King Power Equipment Operators Hard Tail End Dump $83.62 15J 11G 8X View Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $82.88 15J 11G 8X View Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/Directional Drill $82.25 15J 11G 8X View 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 11H 8X View 10 Tons King Power Equipment Operators Hydralifts/boom trucks: 10 $78.95 7A 11H 8X View tons and under King Power Equipment Operators Leverman $85.33 15J 11G 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But $83.62 15J 11G 8X View Not Including 8 Yards about:blank 9/18 3/28/24, 10:09AM 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 3/28/24, 10:09AM 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 8t 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 3/28/24, 10:09AM 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 8t 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 3/28/24, 10:09AM 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 8t 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 8t 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 8t 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 8t 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 8t 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 3/28/24, 10:09AM 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 3/28/24, 10:09AM about:blank King Power Equipment Operators- Scrapers - Concrete Et Carry All $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $83.62 15J 11G 8X View Underground Sewer Et Water Yards And Over King Power Equipment Operators- Shotcrete/Gunite Equipment $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe, $82.25 15J 11G 8X View Underground Sewer 8t Water Tractors Under 15 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoe: $83.62 15J 11G 8X View Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $82.88 15J 11G 8X View Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $84.46 15J 11G 8X View Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $85.33 15J 11G 8X View Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $83.62 15J 11G 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 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $82.25 15J 11G 8X View Underground Sewer 8t 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 8t Water height from base to boom King Power Equipment Operators- Transporters, All Track Or Truck $83.62 15J 11G 8X View Underground Sewer Et Water Type King Power Equipment Operators- Trenching Machines $82.25 15J 11G 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 11G 8X View Underground Sewer 8t Water King Power Equipment Operators- Vac Truck (Vactor Guzzler, $82.88 15J 11G 8X View Underground Sewer Et Water Hydro Excavator) King Power Equipment Operators- Welder $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farman Type $78.65 15J 11G 8X View Underground Sewer 8t Water King Power Equipment Operators- Yo Yo Pay Dozer $82.88 15J 11G 8X View Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $57.22 5A 4A View Trimmers about:blank 15/18 3/28/24, 10:09AM 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 3/28/24, 10:09AM 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 4J View King Shipbuilding Et Ship Repair Ship Repair Machinist $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King 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 I 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 3/28/24, 10:09AM 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 View Outside (Light) King Telephone Line Construction - Telephone Lineperson $38.15 5A 2E 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. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 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 at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day)shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 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 thm 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 any time worked on Saturday over 10 hours. O. All work performed on Saturdays, Sundays,and Holidays shall be paid at one and one half(1-1/2)times the straight time rate of pay. 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. hi 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). L Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day(9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day, Thanksgiving Day, And Christmas Day(7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 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 l0l'to 150'-$3.00 per foot for each foot over 101 feet. Over l5l'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