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CAG2023-217 - Original - ICON Materials - 2023 Asphalt Overlays - 04/07/2023
FOR CITY OF KENT OFFICIAL USE ONLY Sup/Mgr: Agreement Routing Form DirAsst: • For Approvals,Signatures and Records Management Dir/Dep: KENT This form combines&replaces the Request for Mayor's Signature and Contract Cover (optional) W A S H I N G T O N Sheet forms. (Print on pink or cherry colored paper) Originator: Department: Nancy Yoshitake for Alex Murillo Public Works E Date Sent: Date Required: > 04/03/2023 04/10/2023 Q Authorized to Sign: Date of Council Approval: Q Mayor or Designee 03/21/2023 Budget Account Number: Grant? Yes No El R20124 Budget?W]Yes EINo Type: N/A Vendor Name: Category: ICON Materials Contract Vendor Number: Sub-Category: _ F- Original 0 0 4-0 Project Name: 2023 Asphalt Overlays11 3- Project Details: The project includes asphalt grinding and pavement overlay repairs throughout Kent and includes two chip seal locations. Associated curb ramp upgrades and sidewalk repairs are also included, along with traffic calming (speed cushions) on South 259th Street west of Green River Road. a+ C Basis for Selection of Contractor: � Agreement Amount: $2,872,117.50 Bid E *Memo to Mayor must be i Start Date: Mayor's signatl Termination Date: 130 Working days Q Local Business? Yes F—]No*If meets requirements per KCC 3.70.100,please complete'Vendor Purchose-Local Exceptions"form on Cityspace. Business License Verification: ❑Yes In-Process❑Exempt(KCC 5.01.045) Notice required prior to disclosure? Contract Number: F]YesF1No CAG2023-217 Comments: ::AN 1 Bond and contract is located on page 79. c c Vf � 3 0 cc a, a, °C 4/5/23 Date Received:City Attorney: 4/3/23 Date Routed:Mayor's Office City Clerk's Office 4/7/23 adccW22373_1_20 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20210513 KENT W A S H I N G T O N DATE: March 21, 2023 TO: Kent City Council SUBJECT: 2023 Asphalt Overlays - Award MOTION: I move to award the 2023 Asphalt Overlays Project to ICON Materials in the amount of $2,872,117.50 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: The project includes asphalt grinding and pavement overlay repairs throughout Kent and includes two chip seal locations. Associated curb ramp upgrades and sidewalk repairs are also included, along with traffic calming (speed cushions) on South 259th Street west of Green River Road. The bid opening for the 2023 Asphalt Overlays Project was held on March 14, 2023 with four bids received. The lowest responsible and responsive bid was submitted by ICON Materials in the amount of $2,872,117.50. Bid Tab Summary 01. ICON Materials $2,872,117.50 02. Lakeside Industries $2,874,350.00 03. Tucci & Sons, Inc. $3,067,890.00 04. Miles Resources, LLC $3,190,050.00 Engineer's Estimate $3,290,870.00 BUDGET IMPACT: This project uses funding from the Street Fund and the Solid Waste Utility Tax. SUPPORTS STRATEGIC PLAN GOAL: Evolvina Infrastructure - Connecting people and places through strategic investments in physical and technological infrastructure. Thriving City - Creating safe neighborhoods, healthy people, vibrant commercial districts, and inviting parks and recreation. ATTACHMENTS: 1. 2023 Asphalt Overlays Bid Tab (PDF) CONFORMED TO ADDENDUM 1 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2023 Asphalt Overlays Project Number: 23-3001 . 1 BIDS ACCEPTED UNTIL March 14, 2023 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR 1-14 • KENT W A S H I N G T 0 N 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 Sound Transit Plans - S 259tn Place Section 9 Kent HSIP Road Diet Plans - S 259t" Place Section 10 Highline Water District Plans - S 259t" Place Section 11 Kent Crack Seal Exhibit - SE 200t" Street Section 12 City of Auburn R/W Use Permit Application 'AYYMAY Tram ' ■ Section 14 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2023 Asphalt Overlays Project Number: 23-3001 . 1 BIDS ACCEPTED UNTIL March 14, 2023 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR KENT 2/21/23 W A 5 H I N G T 0 Nt'�N�� �N CPM Development Corporation BIDDER'S NAME DBA ICON Materials REVISED PER ADDENDUM 1 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2023 Asphalt Overlays Project Number: 23-3001 . 1 BIDS ACCEPTED UNTIL March 14, 2023 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR KENT WASHINGTON 1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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 Sound Transit Plans - S 259th Place Kent HSIP Road Diet Plans - S 259th Place Highline Water District Plans - S 259th Place Kent Crack Seal Exhibit - SE 200th Street City of Auburn R/W Use Permit Application Chi r„-I FidOF Tram! Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through March 14, 2023 up to 11:00 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following 11:00 a.m. for the City of Kent project named as follows: 2023 Asphalt Overlays Project Number: 23-3001.1 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 repairs, asphalt overlays, chip sealing, curb ramps, curb, gutter and sidewalk repairs, cement concrete extruded curbs along two elementary schools, trail repairs along the S 277tn Street Corridor Trail, anti-racing rumble strips in the Kent Valley and other related work. The project includes work in areas near several Kent School District Elementary Schools. There is asphalt chip seal work along SE 200th Street near Springbrook Elementary, and extruded curb installations at two locations including SE 248"1 Street near Daniel Elementary and SE 256tn Street near Meridian Elementary. To minimize traffic impacts and school disruptions, work along these school shall begin after June 22, 2023 with completion by August 18, 2023. The Engineer's estimated range for this project is approximately $2.6 to $3.2 Million. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Alex Murillo at 253-856-5528. 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 httpg://www.kcntwa.gov/PAy- and-aRDIY/bmds-Rrocurement-rfRa- Copies of the WSDOT Standard Specifications are available for perusal only. Apprentice Utilization Requirements are mandatory for all public works estimated to cost one million dollars or more, in which case no less than 15% of the labor hours must be performed by apprentices. KCC 6.01.030. 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 elO ment responsiveness and responsibility determinations and the Kent City Council hQRMQW p awarded the contract. Corporation Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Al.M)k112)0N,M ate rlals No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. The City of Kent, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this 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 21s' day of February, 2023 BY: Kimberley . K moto, City Clerk Published: Daily Journal of Commerce on February 28 and March 7, 2023 Washington State Office of Minority and Women's Business Enterprise on February 28, 2023 CPM Development Corporation DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date March 14th, 2023 This statement relates to a proposed contract with the City of Kent named 2023 Asphalt Overlays Project Number: 23-3001.1 I am the undersigned bidder or prospective contractor. I represent that - 1. I XX have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. CPM Development Corporation DBA ICON Materials NAME OF BIDDER BY: GN T RE/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) 2023 Asphalt Overlays/Murillo 1 March 9, 2023 Project Number; 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal DECLARATION CITY OF KENT NON-DISCRIMINATION POLICY The City of Kent (City) is committed to conform to Federal and State laws regarding equal opportunity. As such all contractors, subcontractors, consultants, vendors, and suppliers who perform work with relation to this Agreement shall comply with the regulations of the City's equal employment opportunity policies. The City of Kent and its contractors are subject to and will comply with the following: • Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); 49 C.F.R. Part 21 (entitled Non-discrimination In Federally-Assisted Programs Of The Department Of Transportation-Effectuation Of Title VI Of The Civil Rights Act Of 1964); • 28 C.F.R. section 50.3 (U.S. Department of Justice Guidelines for Enforcement of Title VI of the Civil Rights Act of 1964). Ch. 49.60 RCW (Washington Law Against Discrimination) The preceding statutory and regulatory cites hereinafter are referred to as "the Acts and Regulations". The following statements specifically identify the requirements the City deems necessary for any contractor, subcontractor, or supplier on this specific Agreement to adhere to. An affirmation of all of the following is required for this Agreement to be valid and binding. If any contractor, subcontractor, or supplier willfully misrepresents themselves with regard to the directives outlined below, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the Agreement. The statements are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this Agreement I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this Agreement I, the prime contractor, will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the Agreement I, the prime contractor, will actively consider hiring and promotion of women and minorities. CPM Development Corporation DBA ICON Materials 2023 Asphalt Overlays/Murillo 2 March 9, 2023 Project Number; 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 5. During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees as follows: A. Compliance with Regulations: The contractor, subcontractor, consultant, vendor, and supplier (hereinafter "Contractor") will comply with all Acts and the Regulations relative to non-discrimination, including those applicable to Federally-assisted programs of the U.S. Department of Transportation, State-assisted programs through the Washington State Department of Transportation, and generally under Washington's Law Against Discrimination, Ch. 49.60 RCW, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. B. Non-discrimination: The contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor will not participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR Part 21. C. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the contractor of the contractor's obligations under this contract and the Acts and the Regulations relative to non-discrimination on the grounds of race, color, or national origin. D. Information and Reports: The contractor will provide all information and reports required by the Acts and Regulations and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined applicable to contractor's contract by the City or the Washington State Department of Transportation to be pertinent to ascertain compliance with such Acts and Regulations and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the contractor will so certify to the City or the Washington State Department of Transportation, as appropriate, and will set forth what efforts it has made to obtain the information. E. Sanctions for Noncompliance: In the event of a contractor's noncompliance with the non-discrimination provisions of this contract, the City will impose such contract sanctions as it or the Washington State Department of Transportation may determine to be appropriate, including, but not limited to: CPM Development Corporation DBA ICON Materials 2023 Asphalt Overlays/Murillo 3 March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always verify Scal a. withholding payments to the contractor under the contract until the contractor complies; and/or b. cancelling, terminating, or suspending a contract, in whole or in part. F. Incorporation of Provisions: The contractor will include the provisions of paragraphs (A) through (F) above in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts and Regulations and directives issued pursuant thereto. The contractor will take action with respect to any subcontract or procurement as the City or the Washington State Department of Transportation may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request the City to enter into any litigation to protect the interests of the City. In addition, the contractor may request the United States to enter into the litigation to protect the interests of the United States. 6. During the performance of this contract, the contractor, for itself, its assignees, and successors in interest agrees to comply with the following non- discrimination statutes and authorities; including but not limited to: Pertinent Non-Discrimination Authorities: i. Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21. ii. The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); iii. Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of sex); iv. Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27; v. The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); vi. Airport and Airway Improvement Act of 1982, (49 USC § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); vii. The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); CPM Development 2023 Asphalt Overlays/Murillo 4 Corporatiq& h 9, 2023 Project Number: 23-3001.1 .,.A ICON Materia S Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal viii. Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131-12189) as implemented by Department of Transportation regulations at 49 C.F.R. parts 37 and 38; ix. The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); X. Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures Non- discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; xi. Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of Limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); xii. Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). xiii. Washington Law Against Discrimination (Ch. 49.60 RCW) 7. The submission of the final invoice for this contract will constitute a reaffirmation that the preceding statements were complied with during the course of the contract's performance. By si *below, gree to fulfill the fi requirements referenced above. By Mark Eichelberger For: nt Corporation DBA ICON Materials Title: Construction Manager _ Date: March 14th, 2023 2023 Asphalt Overlays/Murillo 5 March 9, 2023 Project Number; 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: October 20, 2022 SUBJECT: INCLUSIVE CONTRACTING SUPERSEDES: January 1, 1998 APPROVED BY Dana Ralph, Mayor POLICY: Equal employment opportunity and non-discrimination in contracting requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants, and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding Agreements with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Further, all contractors, subcontractors, consultants, suppliers, grantees, or subgrantees of the City, regardless of the value of the Agreement, are required to sign the City's Non-Discrimination Policy Declaration, prior to commencing performance. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the Agreement. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to coordinate with the City's Title VI coordinator, and perform the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. CPM Development Corporation DBA ICON Materials 2023 Asphalt Overlays/Murillo 6 March 9, 2023 Project Number; 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that 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 2023 Asphalt Overlays/Project Number: 23-3001.1 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 rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. 2023 Asphalt Overlays/Murillo 7 March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $198,000.00 $198,000.00 WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $2,100.00 $2,100.00 WSDOT LUMP SUM Per LS 1010 2-02.5 220 Remove Existing Asphalt $25.00 $5,500.00 * KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 400 Remove Cement Concrete $51.00 $20,400.00 * KSP SQ YDS Sidewalk Per SY 1025 2-02.5 660 Remove Cement Concrete $23.00 $15,180.00 * KSP LN FT Curb and Gutter Per LF 1030 2-02.5 110 Remove Cement Concrete C- $23.00 $2,530.00 KSP LN FT Curb Per LF Removal of Raised Pavement $5,600.00 $5,600.00 1040 8-09.5 1 Markers and Painted and/or KSP LUMP SUM Per LS Thermoplastic Traffic Markings 1050 2-02.5 1,800 Saw Cut Existing Asphalt $6.70 $12,060.00 * KSP LN FT Concrete Pavement Per LF 1055 2-02.5 300 Saw Cut Existing Cement $6.70 $2,010.00 * 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 2023 Asphalt Overlays/Murillo $ Corporation March 9, 2023 Project Number; 23-3001.1 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1060 2-03.5 400 Roadway Excavation, $59.00 $23,600.00 * WSDOT CU YDS Incl. Haul Per CY 1065 2-03.5 120 Unsuitable Foundation $52.00 $6,240.00 * WSDOT CU YDS Excavation Incl. Haul Per CY 1075 4-03.5 260 Gravel Borrow, Including Haul $23.00 $5,980.00 * KSP TONS and Compaction Per TON 1080 4-04.5 560 Crushed Surfacing Top $ 52.00 $29,120.00 * KSP TONS Course, 5/8 Inch Minus Per TON 1090 5-02.5 21,000 Chip Seal $10.35 $217,350.00 KSP SQ YDS Per SY 1092 5-02.5 21,000 Asphalt for Fog Seal $0.86 $18,060.00 KSP SQ YDS Per SY 1094 5-03.5 1 Crack Sealing $19,000.00 $19,000.00 KSP LUMP SUM Per LS 1095 5-04.5 1,200 HMA Class 1/2 , PG 58V-22 $140.00 $168,000.00 * KSP TONS Per TON 1100 5-04.5 2,700 HMA for Full Width Overlay $110.00 $297,000.00 * KSP TONS Class 1/2", PG 58V-22 Per TON 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 ' 2023 Asphalt Overlays/Murillo 9 Cor p March 9, 2023 Project Number; 23-3001.1 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 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 17,900 Planing Bituminous Pavement $11.00 $196,900.00 * KSP SQ YDS Per SY 1145 8-14.5 100 Cement Concrete Sidewalk $94.00 $9,400.00 * KSP SQ YDS Per SY 1170 8-14.5 8 Cement Concrete Sidewalk $2,242.00 $17,936.00 KSP EACH Ramp Type Parallel A Per EA 1175 8-14.5 7 Cement Concrete Sidewalk $2,242.00 $15,694.00 KSP EACH Ramp Type Parallel B Per EA 1180 8-14.5 1 Cement Concrete Sidewalk $2,242.00 $2,242.00 KSP EACH Ramp Type Combination Per EA 1205 8-04.5 660 Cement Concrete Curb and $40.00 $26,400.00 * KSP LN FT Gutter Per LF 1211 8-04.5 300 Pedestrian Curb $40.00 $12,000.00 * KSP LN FT Per LF 1221 7-05.5 -3-1- 6 Replace Existing Catch Basin $350.00 $2,100.00 * 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. �K O BIDDERS it is required that bid the CONTRACT PROPOSAL NOTE T q In accordance with items with identical bid item descriptions reflect the same unit price. CPM Development 2023 Asphalt Overlays/Murillo 10 Gerperation March 9, 2023 Project Number: 23-3001.1 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1225 7-05.5 12 Replace Existing Manhole $1,125.00 $13,500.00 * KSP EACH Circular Frame and Cover and Per EA Adjust to Finished Grade Replace Existing Manhole $1,630.00 $6,520.00 1229 7-05.5 4 Rectangular Frame and Cover KSP EACH with Circular Frame and Cover Per EA and Adjust to Finished Grade 1230 7-12.5 11 Replace Existing Valve Box $640.00 $7,040.00 * KSP EACH Top Section and Lid Per EA 1235 7-15.5 -1 2 Adjust Existing Meter Box to $504.00 $1,008.00 KSP EACH Finished Grade Per EA 1236 7-15.5 1 Adjust Existing Monitoring $504.00 $504.00 KSP EACH Well to Finished Grade Per EA 1245 8-13.5 14 Install New Riser for $545.00 $7,630.00 * KSP EACH Monument Case and Cover Per EA and Adjust to Finished Grade 1295 8-21.5 4 Permanent Signing Including $980.00 $3,920.00 * KSP EACH Post and Foundation Per EA 1500 1-10.5 100 Uniformed Off-Duty Police $135.00 $13,500.00 * KSP HOURS Officer Per HR ($70.00 Min) 1505 1-10.5 2,100 Traffic Control Labor $69.00 $144,900.00 * KSP HOURS Per HR 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 C'nrnnratinn , 2023 Asphalt Overlays/Murillo 11 DBA ICON Materials March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I — SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1510 1-10.5 800 Traffic Control Supervisor $75.00 $60,000.00 * KSP HOURS Per HR 1520 1-10.5 1 Temporary Traffic Control $10,315.50 $10,315.50 KSP LUMP SUM Devices Per LS 1530 1-10.5 120 Portable Changeable Message $75.00 $9,000.00 * KSP DAYS Sign (PCMS) Per DAY 1535 1-10.5 60 Sequential Arrow Sign (SAS) $28.00 $1,680.00 * KSP DAYS Per DAY 1540 1-10.5(2) 300 Construction Signs Class A $16.00 $4,800.00 * WSDOT SQ FT Per SF y 6GG II 8 22-5 CGG F 'ZZ V V VWGDO ' "� 1] II .1 Pef-Lf 1615 8-22.5 1,900 Plastic Crosswalk Line $7.48 $14,212.00 WSDOT SQ FT Per SF 1625 8-22.5 160 Plastic Stop Line $12.00 $1,920.00 KSP LN FT (24 Inch Wide) Per LF 1630 8-22.5 6 Plastic Traffic Arrow $402.00 $2,412.00 * WSDOT 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 Corporation ' 2023 Asphalt Overlays/Murillo 12 DBA ICON Materials March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1670 8-22.5 4,800 Plastic Double Yellow $6.30 $30,240.00 KSP LN FT Centerline Per LF 1675 8-22.5 2,000 Profiled Plastic Double Yellow $7.50 $15,000.00 * KSP LN FT Centerline Per LF 1680 8-22.5 91000 White Plastic Edge Line $3.45 $31,050.00 * KSP LN FT Per LF 1685 8-22.5 3,700 Profiled Plastic Edge Line $4.60 $17,020.00 KSP LN FT Per LF 1690 8-22.5 600 Plastic White Wide Line $4.60 $2,760.00 * KSP LN FT Per LF 1700 8-20.5 19 6 Foot Diameter Traffic Loop $1,150.00 $21,850.00 * KSP EACH Per EA 1705 8-20.5 500 Additional Lead-In Wire $5.75 $2,875.00 * KSP LN FT Per LF 1710 8-20.5 1 Installation and Connections - $8,050.00 $8,050.00 KSP LUMP SUM City Owned Video Detection Per LS Camera 1800 8-01.5(2) 100 Inlet Protection $44.00 $4,400.00 * 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 9 Corporation 2023 Asphalt Overlays/Murillo 13 ®�A ICON Materials 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1805 8-01.5(2) 500 Wattle $2.75 $1,375.00 * WSDOT LN FT Per LF 1810 8-01.5(2) 130 ESC Lead $17.00 $2,210.00 * KSPs HOURS Per HR 1815 8-01.5 130 Street Cleaning $190.00 $24,700.00 * 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 $2.25 $225.00 * WSDOT SQ YDS Hand Per SY 1835 8-02.5 10 Topsoil Type A $93.00 $930.00 * KSP CU YDS Per CY 1840 8-02.5 10 Wood Chip Mulch $75.00 $750.00 * KSP CU YDS Per CY 1850 8-01.5 1 Erosion/Water Pollution $5,000** $5,000 WSDOT FORCE Control Per FA ACCOUNT **Common price to all bidders 1855 1-07.15(1) 1 SPCC Plan $180.00 $180.00 WSDOT LUMP SUM Per LS The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development Corporation 2023 Asphalt Overlays/Murillo 14 DBA ICON Niaterla�$ March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1900 1-04.4(1) 1 Minor Changes $20,000** $20,000 WSDOT CALC Per CALC **Common price to all bidders Schedule I Total $ 1 ,841 ,878.50 CPM Development Corporation DDA ICON Materials March 9, 2023 2023 Asphalt Overlays/Murillo 15 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE II - B&O ROADWORK - S 196T" S 277TH & OTHER SITES ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 2000 1-09.7 1 Mobilization $82,000.00 $82,000.00 WSDOT LUMP SUM Per LS 2005 2-01.5 1 Clearing and Grubbing $2,100.00 $2,100.00 WSDOT LUMP SUM Per LS 2010 2-02.5 50 Remove Existing Asphalt $25.00 $1,250.00 * KSP SQ YDS Concrete Pavement Per SY 2020 2-02.5 80 Remove Cement Concrete $51.00 $4,080.00 * KSP SQ YDS Sidewalk Per SY 2025 2-02.5 160 Remove Cement Concrete $23.00 $3,680.00 * KSP LN FT Curb and Gutter Per LF 2040 8-09.5 1 Removal of Raised Pavement $5,600.00 $5,600.00 KSP LUMP SUM Markers and Painted and/or per LS Thermoplastic Traffic Markings 2050 2-02.5 320 Saw Cut Existing Asphalt $6.70 $2,144.00 * KSP LN FT Concrete Pavement Per LF 2055 2-02.5 60 Saw Cut Existing Cement $6.70 $402.00 * KSP LN FT Concrete Pavement Per LF 2060 2-03.5 5,400 Roadway Excavation, $59.00 $88,500.00 * WSDOT 1,500 Incl. Haul Per CY CU 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 2023 Asphalt Overlays/Murillo 16 Corporation March 9, 2023 Project Number: 23-3001.1 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE II - B&O ROADWORK - S 196T" S 277T" & OTHER SITES ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 2065 2-03.5 480 Unsuitable Foundation $52.00 $24,960.00 * WSDOT CU YDS Excavation Incl. Haul Per CY 2075 4-03.5 960 Gravel Borrow, Including Haul $23.00 $22,080.00 * KSP TONS and Compaction Per TON 2080 4-04.5 21080 Crushed Surfacing Top $52.00 $108,160.00 * KSP TONS Course, 5/8 Inch Minus Per TON 2095 5-04.5 600 HMA Class 1/2", PG 58V-22 $140.00 $84,000.00 * KSP TONS Per TON 2100 5-04.5 400 HMA for Full Width Overlay $110.00 $44,000.00 * 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 7,900 Planing Bituminous Pavement $11.00 $86,900.00 * KSP SQ YDS Per SY 2120 5-04.5 2 Speed Cushion $11,800.00 $23,600.00 KSP EACH Per EA 2145 8-14.5 30 Cement Concrete Sidewalk $94.00 $2,820.00 * 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, it is required that bid items with identical bid item descriptions reflect the same unit price. CPM Development 2023 Asphalt Overlays/Murillo 17 Corporation March 9, 2023 Project Number; 23-3001.1 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE II - B&O ROADWORK - S 196T" S 277T" & OTHER SITES ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 2190 8-14.5 2 Cement Concrete Sidewalk $2,242.00 $4,484.00 KSP EACH Ramp Type Single Direction A Per EA 2205 8-04.5 50 Cement Concrete Curb and $40.00 $2,000.00 * KSP LN FT Gutter Per LF 2210 8-04.5 1,200 Cement Concrete Extruded $21.30 $25,560.00 KSP LN FT Curb Painted White Per LF 2211 8-04.5 40 Pedestrian Curb $40.00 $1,600.00 * KSP LN FT Per LF 2212 8-14.5 2 Detectable Warning Surface $517.00 $1,034.00 KSP EACH Per EA 2221 7-05.5 3 1 Replace Existing Catch Basin $350.00 $350.00 * KSP EACH Frame and Grate and Adjust Per EA to Finished Grade 2225 7-05.5 5 Replace Existing Manhole $1,125.00 $5,625.00 * KSP EACH Circular Frame and Cover and Per EA Adjust to Finished Grade 2230 7-12.5 5 Replace Existing Valve Box $640.00 $3,200.00 * KSP EACH Top Section and Lid Per EA 2245 8-13.5 3 Install New Riser for $545.00 $1,635.00 * KSP EACH Monument Case and Cover Per EA and 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 2023 Asphalt Overlays/Murillo 18 p�A ICON materialsMarch 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE II - B&O ROADWORK - S 196T" S 277TH & OTHER SITES ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 2270 8-20.5 1 Adjust Existing Junction Box $504.00 $504.00 KSP EACH to Finished Grade Per EA 2295 8-21.5 6 10 Permanent Signing Including $980.00 $9,800.00 * KSP EACH Post and Foundation Per EA 2500 1-10.5 50 Uniformed Off-Duty Police $135.00 $6,750.00 * KSP HOURS Officer Per HR ($70.00 Min) 2505 1-10.5 2,100 Traffic Control Labor $69.00 $144,900.00 * KSP HOURS Per HR 2510 1-10.5 800 Traffic Control Supervisor $75.00 $60,000.00 * KSP HOURS Per HR 2520 1-10.5 1 Temporary Traffic Control $28,926.00 $28,926.00 KSP LUMP SUM Devices Per LS 2530 1-10.5 160 Portable Changeable Message $75.00 $12,000.00 * KSP DAYS Sign (PCMS) Per DAY 2535 1-10.5 80 Sequential Arrow Sign (SAS) $28.00 $2,240.00 * KSP DAYS Per DAY 2540 1-10.5(2) 500 Construction Signs Class A $16.00 $8,000.00 * 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. CPNI Development Corporation 2023 Asphalt Overlays/Murillo 19 March 9, 2023 Project Number: 23-3001.1 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE II - B&O ROADWORK - S 196T" S 277T" & OTHER SITES ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 2560 8-10.5 14 Traffic Pylon $98.00 $1,372.00 KSP EACH Per EA 2581 8-22.5 800 Painted Skip Lane Line $0.81 $648.00 KSP LN FT Per LF 2585 8-22.5 21400 White Edge Line Paint Stripe $0.92 $2,208.00 KSP LN FT Per LF 2586 8-04.5 8 Anti-Racing Rumble Strips $1,700.00 $13,600.00 KSP EACH Per EA 2605 8-22.5 1,100 Profiled Plastic Skip Lane Line $2.30 $2,530.00 KSP LN FT Per LF 2610 8-22.5 470 300 Plastic White Wide Line $4.60 $1,380.00 * KSP LN FT Per LF 2615 8-22.5 600 Profiled Plastic TWLT Line $5.20 $3,120.00 KSP LN FT Per LF 2630 8-22.5 4 Plastic Traffic Arrow $402.00 $1,608.00 * WSDOT EACH Per EA 2635 8-22.5 1 Type 5 Plastic Traffic Arrow $403.00 $403.00 WSDOT 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 Corporation . March 9, 2023 Project Asphalt r: 23-3001.1lo 20 ®BA ICON Materials Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE II - B&O ROADWORK - S 196th S 277th & Other Sites ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 2640 8-22.5 500 Plastic Bike Lane Line $4.60 $2,300.00 KSP LN FT Per LF 2655 8-22.5 1 Plastic Bike Lane Symbol with $575.00 $575.00 KSP EACH Arrow Per EA 2675 8-22.5 11400 Profiled Plastic Double Yellow $7.50 $10,500.00 * KSP LN FT Centerline Per LF 2680 8-22.5 1,600 White Plastic Edge Line $3.45 $5,520.00 * KSP LN FT Per LF 268-5 8 22.5 3" Preftoed Plastic Wide dine 1$ $ WSD6T LN Per--LF 2700 8-20.5 4 6 Foot Diameter Traffic Loop $1,150.00 $4,600.00 * KSP EACH Per EA 2705 8-20.5 120 Additional Lead-In Wire $5.75 $690.00 �C KSP LN FT Per LF 2710 8-20.5 1 Installation and Connections - $2,875.00 $2,875.00 KSP LUMP SUM City Owned Video Detection Per LS Camera 2800 8-01.5(2) 24 Inlet Protection $44.00 $1,056.00 * 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 Corporation ' 2023 Asphalt Overlays/Murillo 21 DBA ICON IVlaterialSMarch 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always verify Scal SCHEDULE II - B&O ROADWORK - S 196th S 277th & Other Sites ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 2805 8-01.5(2) 500 Wattle $2.75 $1,375.00 * WSDOT LN FT Per LF 2810 8-01.5(2) 130 ESC Lead $17.00 $2,210.00 * KSPs HOURS Per HR 2815 8-01.5 130 Street Cleaning $ 190.00 $24,700.00 * 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 $2.25 $225.00 * WSDOT SQ YDS Hand Per SY 2835 8-02.5 10 Topsoil Type A $93.00 $930.00 * KSP CU YDS Per CY 2840 8-02.5 10 Wood Chip Mulch $75.00 $750.00 * 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 2855 1-07.15(i) 1 SPCC Plan $ 180.00 $180.00 WSDOT LUMP SUM Per LS * 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 2023 Asphalt Overlays/Murillo 22 Corporation March 9, 2023ICON Materials Number: 23-3001.1 DBE► Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE II - B&O ROADWORK - S 196th S 277th & Other Sites ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 2900 1-04.4(1) 1 Minor Changes $20,000** $20,000 WSDOT CALC Per CALC **Common price to all bidders Schedule II Total $ ,030,239.00 I i CPM Development Corporation I 2023 Asphalt Overlays/Murillo 23 DBA CON materials March 9, 2023 Project Number; 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal f^LJ GI'1111 G TTT TRAIL DGnATD -OUT-LJ `�'7 S GTTLTJ"ut-E"TLT ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 3900 #-09.7 -1 atk)*111 T'� ' c � CDry'r 1 1 If�A ,�� eF 66 3005 22-Gi.5 -I Wn^, 66 GDO LUMP IMGTT Pee 3(40 2 02.5 439 -2 ()2.!S 3G -Saw Gut Existing Asphalt 1 -SP 1 Al GT G eF Pavement TCYtT 3065 2 G3.5 b $ A- WSDG GU YD6 Per GY 30" 4-94 26 $ � T9 PAS r Oe A�} +309 4-5 TTTA'ATrAc-Glass 1/2re PG 5 41L 7'2_ Sk, K-SP TA PAS PeF TGN 3505 y y n:�7 'C p T ff' G 1 e 1 1 her $ 7'lJ7' H/� JftaeEeFdafte with the GGN:FRAG:F PROPOSAL NOTE TO BIDDERS, CPM Development Corporation 2023 Asphalt Overlays/Murillo 24 ®BA ICON Materlals March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always verify Scal /^ 1"1111 TTT TRAIL DCDA TD _ !'_^f111T ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1/CP1 I I It�A� D „Ar eyiees Per 1=6 388S 8-41.5 2 i68 Wattle $ $ WSD49-T ' N PefkF Wsee HGLLR-S Pef4+R 383e 8-s22.15 WSDO GQ YDS Hand 8erSY 890e 4- f-I} �� e WSDO GALG a-Wd ' CPM Development Corporation 2023 Asphalt Overlays/Murillo 25 DBA ICON Materials March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal BID SUMMARY Schedule I $11841 878 00 Solid Waste Schedule II $1 ,030,239.00 B&O Roadwork-S 196t',S 277"'&Other Sites "`Gerrider-T-mg TOTAL BID AMOUNT $2,872, 117.50 CPM Development Corporation 2023 Asphalt Overlays/Murillo 26 DBA lcON materials March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always verify Scal SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder: CPM Development Corporation DBA ICON Materials Project Name: 2023 Asphalt Overlays Project Number: 23-3001.1 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: N/A Plumbing Subcontractor Name: Nl/A Electrical Subcontractor Name: (�&G,-Toc March 14th, 2023 ZMaark Date Si ea of idder 2023 Asphalt Overlays/Murillo 27 March 9, 2023 Project Number; 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder: CPM Development Corporation DBA ICON Materials Project Name: 2023 Asphalt Overla s Project Number: 23-3001.1 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 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: NZA Rebar Installation Subcontractor Name: March 14th, 2023 AmBVde ark Eichelberger Date Z8 March 9, 2023 2023 Asphalt Overlays/Murillo Project Number; 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify scal CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THtS 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 CtTY 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 worbPM Development 2023 Asphalt Overlays/Murillo 29 Corporation March 9, 2023 Project Number: 23-3001.1 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the infor tion provided herein is true and sufficiently complet4Marichelberger to a isleadin SUBMITTED BY: NAME: ADDRESS: 1508 Valentine Ave SE Pacific, WA 98047-2103 PRINCIPAL OFFICE: CPM Development Corporation DBA ICON Materials ADDRESS: 1508 Valentine Ave SE Pacific,WA 98047-2103 PHONE: (206) 575-3200 FAX: (206) 575-3207 STATUTORY REQUIREMENTS - Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under 2023 Asphalt Overlays/Murillo 30 March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal Department of Labor and Industries ICON MATERIALS PO Box 44450 Olympia, WA 98504-4450 Reg: CC ICONM**982CF UBI: 601-006-854 Registered as provided by Law as: Construction Contractor (CCO 1) - GENERAL 123 ICON MATERIALS Effective Date: 2/6/2002 1508 VALENTINE AVE SE Expiration Date: 2/7/2024 PACIFIC WA 98047 i A CRH COMPANY CONTRACTOR'S QUALIFICATION STATEMENT 1. STATUTORY REQUIREMENTS 1.2 601 006 854 State Unified Business Identifier 1.3 618584 01 0 Employment Security Dept number 600 664 231 State Excise Tax Registration number 1.4 CPM Development Corporation DBA ICON Materials, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of ICON Materials, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 1.5 CPM Development Corporation DBA ICON Materials, that within the three year period immediately preceding the bid solicitation date, our Company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgement entered by a court of limited or general Jurisdiction. 1.6 See attached proof that a designated person or persons with CPM Development Corporation DBA ICON Materials has completed three or more public works projects and have a valid business license in Washington for three or more years and is exempt from this training requirement. Mark elberger Co trucf n Manager ICON Materials Corporate Office 1508 Valentine Ave SE Pacific,WA 98047 206-575-3200 Phone 206-575-3207 Facsimile ICONM**982CF An Equal Opportunity Employer ...r— Employment Security Department WASHINGTON STATE P.O. Box 9046 •Olympia,WA 98507-9046 Tax Rate Notice 158417 ESD number: 000-618584-01-0 CPM DEVELOPMENT CORPORATION UBI number: 601-006-854 PO BOX 3366 SPOKANE, WA 99220-3366 Mailing date: March 31, 2022 By law, tax rate review requests W must by submitted in writing by May 2, 2022. a b 0 0 0 0 0 s Your tax rate for 2022 will be 6.02%. Your new tax rate is the same as last year. Your tax rate is a regular taxable employer experience rate calculation. Unemployment Insurance(U1)tax rate based on experience 5.40% You pay tax on an UI social cost rate 0.60% employee's wages ° only up to Ul Trust Fund solvency surcharge 0.00% the 2022 taxable UI limit deduction(This deduction reduces your rate to the maximum rate.) 0.00% wage base: Subtotal of unemployment insurance rate 6.00% $62,500 Employment Administrative Fund(EAF) 0.02% Total of the above tax rates 6.02% Your tax rate for 2022 is based on the following benefit charges and taxable wages. Experience Year Benefit Charges* Taxable Wages** 2021 (07/01/20-06/30/2 1) $1,714,660.90 $31,005,527.44 2020 (07/01/19-06/30/20) $1,663,393.35 $27,799,742.99 2019(07/01/18-06/30/19) $1,784,144.23 $29,298,826.20 2018 (07/01/17-06/30/18) $1,550,587.21 $26,528,971.38 Total $6,712,785.69 $114,633,068.01 = 0.058558 Benefit Charges divided by Taxable Wages equals Benefit Ratio Based on your benefit ratio,you were assigned rate class 40. *Benefit charges are your share of unem loyment benefits that we paid to your former employees. **Taxable wages are the total amount of your employees' wages on which you paid taxes. Please contact us if we can assist you. To learn more about how your tax rate is determined,please visit esd.wa.gov/tax-rates. For tax rate questions and corrections: For account questions: Employment Security Department Employment Security Department Experience Rating Unit AMC Olympia (Spokane) P.O. Box 9046 PO Box 9046 Olympia, WA 98507-9046 Olympia, WA 98507-9046 855-829-9243 800-794-7657 fax 855-829-9243 800-794-7657 fax ID 1028(12/31/09)EMS 174 Tax rate notice 3/10/23,3:26 PM CPM DEVELOPMENT CORP STATE Of WASHiNGTON Department of Labor&Industries Certificate of Workers' Compensation Coverage March 10,2023 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 N/A (See Description Below) Account Representative Employer Services Help Line,(360)902.4817 Licensed Contractor? Yes License No. ICONM**982CF License Expiration 02/07/2024 What does"Estimated Workers Reported"meant 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 51.12.050 and 51.16.190). https://secure.Ini.wa.gov/verify/Details/IiabiIityCertificate.aspx?UBI=601006854&LIC=ICON M**982CF&VIO=&SAW=false&ACCT=70017400 1/1 1/23/23, 10:51 AM ICON MATERIALS 10 wa,nmgro�scare oepanmem Labor&Industriesor(https://Ini.wa.g2.v) Contractors ICON MATERIALS Owner or tradesperson 1508 VALENTINE AVE SE ......................__.................................. PACIFIC,WA 98047 Principals 206-575-3200 GAUGER,JAMES DEAN,PRESIDENT KING 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 II,CHARLES RODNEY,TREASURER PARSON,JOHN W,DIRECTOR CYR,BRUCE,PRESIDENT (End:01/27/2006) SHAFFER,JEFFREY S,PRESIDENT (End:09/04/2013) RADICH,JIM,VICE PRESIDENT (End:09/04/2013) MURPHY,MARK DANIEL,VICE PRESIDENT (End: 11/30/2015) SALISBURY,PAUL DOUGLAS,SECRETARY (End:11/30/2015) O'DRISCOLL,MICHAEL G,DIRECTOR (End:11/30/2015) Doing business as ICON MATERIALS WA UBI No. Business type 601 006 854 Corporation Governing persons DAN W MURPHY J TIMOTHY MURPHY; MICHAEL K MURPHY; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active _.__._....__...._.. Meets current requirements. License specialties GENERAL License no. ICONM**982CF Effective—expiration 02106/2002—02/07/2024 CPM Development Bond ......... F.IDELITY&DEP CO OF MARYLAND Corporation https://secure.ini.wa.gov/verify/Detail.aspx?UBI=601006854&LIC=ICON M**982CF&SAW= DBA ICON Materials 1/3 1/23/23, 10:51 AM ICON MATERIALS bond account no. $12,000.00 8876949 Received by L&I Effective date 02/12/2007 02/06/2007 Expiration date Until Canceled Insurance .............................. Liberty Mutual Fire Insurance $2,000,000.00 Policy no. TB2C81004095112 Received by L&I Effective date 08/23/2022 09/01/2022 Expiration date 09/01/2023 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings 1146,111iwsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&i 4ax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations ....................................................... No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Registered training agent.Check their eligible programs and occupations. Workers'Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. Self Insured. L&I Account ID This business is certified to cover its own 7001174-00 workers'comp costs.No premiums due. Doing business as CRH AMERICAS Estimated workers reported N/A L&I account contact -Email:@Inl.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—.Effective July 1,2019 Exempt from this requirement. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ... .................................................................................. No debarments have been issued against this contractor. Workplace Safety & Health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date Violations 03/03/2020 CPM Development Inspection no. 317958019 Corporation DBA ICON Materials hftps://secure.Ini.wa.gov/verify/Detail.aspx?UBI=601006854&LIC=ICONM"982CF&SAW= 2/3 1/23/23, 10:51 AM ICON MATERIALS Location 1351 S Wenatchee Ave Wenatchee,WA 98801 Inspection results date 0 Violations 7/26/2019 Inspection no. 317954462 Location Argone and Sinto Spokane Valley,WA 99212 Inspection results date No violations 10/05/2017 Inspection no. 317946154 Location 2010 N Sullivan Rd Spokane,WA 99212 Inspection results date 0 Violations 1/25/2017 Inspection no. 317941807 Location 12905 E.Sprague Ave Spokane,WA 99220 CPM Development Corporation DMA ICON Materials https:Hsecure.Ini.wa.gov/verify/Detaii.aspx?UBI=601006854&LIC=ICONM**982CF&SAW= 3/3 control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. 1.6 Provide proof that a designated person or persons with your company has either received training from the department of labor and industries or an approved training provider on the requirements related to public works and prevailing wages under chapter 39.04 RCW and 39.12 RCW or provide proof that your company has completed three or more public works projects and have had a valid business license in Washington for three or more years and are exempt from this training requirement. SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 62 Years 2.2 How many years has your organization been in business under its present business name? 21 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: 7/26/1984 2.3.2 State of incorporation:Washington 2.3.3 President's name:Ric Linares 2.3.4 Vice-president's name(s):Mike McBreen 2.3.5 Secretary's name:Sue Devaney 2.3.6 Treasurer's name:Sue Devaney 2.4 If your organization is a partnership, answer the following: N/A 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: N/A 2.5.1 Date of organization: CPM Development 2.5.2 Name of owner: M�c�rP tion 2023 Asphalt Overlays/Murillo 31 aterlals Project Number; 23-3001.1 DBA ICO Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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 Dec 2001 Oldcastle NW, Inc., d/b/a M.A. Segale, Inc. April 1998 to June 2000 M. A. Segale, Inc. Startup 1960 to April 1998 2.6 If the form of your organization is other than those listed above, describe it and name the principals: N/A 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 DBA 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 law suits or requested arbitration with regard to construction contracts within the last five years?NO 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) 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:34.2 Million 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. SEE ATTACHED 4.5.1 State average annual amount of construction work performed during the past five ears: d g p Y $26,844,307.00 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. CPM Development Corporation DBA ICON 2Materials 2023 Asphalt Overlays/Murillo 32 023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal Project Manager SAMPLE LISTING OF MAJOR PROJECTS,Thru-2022 OWNER/GENERAL CONTRACTAMT/ COMPLETION FED$ NAME/LOCATION PROJECT NAMEILOCATION CLASS OF WORK FINAL AMT DATE CONTACT p/S Y/N Excawa,n,Pl..'re.C..... David Traub City of Buren luphea PeWra,Aggregelm SVIPir,g. Buren,WA 2022 Pavement Management Program-Overlay Project Tram,control $058,148 Eat2023 200-430-5552 Pdme No Exmvati-Peniig,C..... Ad Allallal City of TukvAa Tukw,la, Mp—P.mw'Aggre -SWPirg, WA Tukwila Parkway Emergency Repair T,ft C-1 $405,595 Eat 2022 208-240-0633 Prime No King County Excavagon,Grading,contra., Sujay Shandll 206- Varlous Site,Throughout the County 2022 Countywide Pavement Preservation El.hical(Signal,),Traffic Control $3,814,924 Eat 2023 423.9181 Prime No King County Excavation,Grading,conon-, Eat August Leeann Snyder Seattle,WA BE Kent Kangley RD @ Landsburg RD BE Electrical(Signal.),Tre6k Control $202,222 2022 200-263-3517 Prime No Excavagon,Pinning,Concrete, A.phalt Paving,A Cllyof Algona ggrega tas Eel August Brian SourMne Algona,WA 2022 Overlay Project Sh.ping,T,.Mc Control $168,000 2022 206-284-0860 Prime No Caton Nutt Burlington Northern Santa Fe South Seattle Intermodal Facility Asphalt paving,Milling,Striping $1,082,347 Eat 2025 208.625-6150 Sub No City of Enumclaw Paving,Grinding,Utilities, Eat August Dwayne Walker Enumclaw,WA 2022 Pavement Preservation Striping,CTS $601,349 2022 300615-0730 Pdme No Excavatlon,Paving,Grading, City of Federal Way Ludes,Concrete,Electrical John Cole Federal Way,WA 2022 Asphalt Overlays (Signals),Mlling $3,212,302 Est 2023 Prima No ounly Paving,Grading,Utlltles, Bruce Dammeler Pierce County Sumner-Buckley Highway East Guardrail,Traffic Control $1,098,239 Est Sept 2022 253798-7477 Prime No Excavation,Paving,Grading. City of Kent U hies,Concrete,Electrical Chad Bleren Kent,WA 2021 Asphalt Overlays (Signals),Milling $5,004,977 Eat 2022 263850-5500 Prime No Kris Mla41 Sierra Construction Co Woodinville,WA CenterPoint Site Vert Construction Asphalt Paving $543,438 Est2022 503332-1103 Sub No Nathan Walker Pivetta Brothers Sumner,WA OP1922 Lead Service Line Replacement Asphalt Paving $528,354 EST 2022 253442-9732 Sub Yes Julie Pdnlz 8 arsella Bros Seattle,WA SR99 Alaska Way Viduct-Replacement South Access Asphalt Paving $643,254 EST 2022 263872-7173 Sub No Mark White Jensen Inc Belingham,WA Madison Street Bus Rapid Transit Asphalt Paving $846,i6B Es12023 300319-0091 Sub Yes Excavagon,Paving,Grading, City of Auburn Utilities,Concrete,Electrical $1,210,442/ Cindy West Auburn,WA Lakeland Hills Way Preservation (Signals),Milling $1,163,074 11/2021 263031-3040 Prime No Excavation,Paving,Grading, City of Seatac Utildes,Concrete,Electrical Brenton Cook Seatac,WA 2021 Overlays Project (Signals),Milling $888,020 Spring 2022 208580-2107 Prime No BNSF Railway Asphalt Paving,Mlling,Paving Tukwila,WA South Seattle Intermodal Facility Fabdc $1,982,347 Spring 2022 Prime No Scareetla Bros,Inc 2021 Airfield Pavement 8,Supporting Infrastructure $719.000/ Julie Pdntz Seattle,WA Saralee Airport Asphalt Paving $601,854 1112021 263872-7173 Sub No City of Tukwlla Andover Park East Water Main Pavement Repair Excavation,Concrete, $143,155/ Scott Bates Tukwia,WA Tukwila,WA Utility Adj.,Asphalt Paving $114,168 1/2021 208431-2103 Pd.. No w Pennon Construction Co.,Inc Pacific Gateway Bldgs 2,3,4,5&6 Josh Boeither Seattle,WA Kent,WA Asphalt Paving,Aggregates $1,079.664 200 087-0318 Sub No Goodfellow Bros. Remote A mmit Diecing $604,600/ Dennis Warren Kthei,HI SeaTac Airport Asphalt Paving $503,214 612021 425406-3898 Sub Yes Pennon Construction Co.,Inc PSE Puyallup Service Center Dave Scott Seattle,WA 5807 MNaukee Ave East,Puyallup Ashalt Paving $504,013 300 707-0479 Sub No Pennon Construction Co.,Inc PSE Kent Subsetlon Operations $512,870/ Kaeb Kingman W Seattle,WA 8001 South 212th Street,Kent Asphalt Paving $503,830 June 2021 380 918-3033 Sub No �p Gary Merlin Construction Co.,Inc Terminal 18 $327,073/ Mark Ruth C C5 Seattle,WA 1131 SW Klickitat Way,Seeide Asphalt Paving $498,024 11/2021 206 782.9126 Sub No Port of Seattle Terminal 46 Pavement Rehabllltation Paving,Grinding,Survey, $1,611,320/ Valerie Jar i ® 4Z Seattle,WA Port of Seattle Excavation,Crack Seal $2,230,900 1/2021 206787-7685 Prime Yes ® &® Excavation,Paving,Grading, O King County 2020 Countywide Pavement Preservation UNtles,Concrete,Electrical $8,177.518/ Paul Moore V Seattle,WA Various Locations within King County (Signals) $0.041,061 512021 200423-1081 Prime No Sksnake USA Building Inc Pioneer Elementary $552,638/ KNe York Seattle,WA 2301 M Street BE,Auburn Asphalt Paving $542,646 712021 206 418-8318 Sub No �J Excavation,Paving,Grading, City of Enumclaw Utllnes,Concrete,Electrical $576,674/ Dwayne Walker Enumclaw,WA 2020 Pavement Pmaervatlon (Signals) $600,548 712020 360615-5730 Prime No Jansen,Inc Delridge Way SW-Rapiddde H Line Grant Janaen Bellingham,WA Dalrideg Way SW&SW Brandon St Asphalt Paving $637,009 Fa112022 360933-4807 Sub No Excavation,Paving,Grading, City of Kent Meet Me On Meeker/Riverbend Driving Range Imp. Unities,Concrete,Electrical $2,306,304 Timothy LaPorte Pwsu Page 1 ^Plot thl aalrgw,co�ma. Kent,WA Green River Troll,Russell Raed,W Meeker (Signals) /$2,120,417 10/2021 25385"500 Prime No ta.,.vial Project Manager SAMPLE LISTING OF MAJOR PROJECTS,Thru-2022 OWNER/GENERAL CONTRACTAMT/ COMPLETION FED$ NAME/LOCATION PROJECT NAME/LOCATION CLASS OF WORK FINAL AM/ DATE CONTACT Asphalt PaNng,Exc.V n Washington Stale D.O.T. C/N 9489 Interstate 5,Sea-Tac NB Weigh Station Planing,Concrete, $339,098/ Edward Kane Seattle,WA Preservation Electrical $270.198 7/2020 206768-6801 Prime No Kiewit Infrastructure West Co Ian Enright Federal Way Federal Way Link Eklenslon(FWLE)Design Build Asphalt PaNng $0,087,835 EST 2023 767630-5049 Sub No CPM Development Corporation DBA ICON Materie,!,� Pe9e] arq ann,W uel Mal a,q wconucie Iaer.ill4) Project Manager SAMPLE LISTING OF MAJOR PROJECTS,Thru-2022 a ^ OWNER/GENERAL CONTRACTAMT/ COMPLETION FED$ NAME/LOCATION PROJECT NAME/LOCATION CLASS OF WORK FINAL AMT DATE CONTACT PIS Y/N Excavation,Paving,Grading, King County Utiltlas,Concrete,Electrical $4,931.536/ Paul Moore Seattle,WA 2019 Countywide Pavement Preservation (Signals) $4,392,253 012020 200423-1081 Prime No Stellar Group,Inc $1,223,1151 Tan Casey Jacksonville,FL Sysco Seattle Facility Expansion Grading,Paving,Grinding $403.332 B04 574-2000 Sub No Abs her Construction Co $449,2031 Mike McCann Puyallup,WA Auburn Elementary School#15 Asphalt Paving $447,003 0/2020 253448-3339 Sub No Pivetta Brothers Construction $528,000/ Jeremy Fudge Sumner,WA A Street BE Preservation Asphalt Paving $399,648 512020 206 300-5525 Sub Yes Skanska USA Building Inc $419,898/ Kyle York Seattle,WA Dick Scobee Elementary School BP#02050 Asphalt Paving $420,895 8/2020 200 418-0318 Sub No SEACON,LLC $571,200/ Mike Telkamp Issaquah,WA Poulsbo RV,Sumner Aggregate&Asphalt Paving $706,186 812020 425 677-0869 Sub No Paving,Grading,U01des, City of Auburn Concrete,Striping,Trellis $838.0781 Jai Carter Auburn,WA 2019 Citywide Patching and Overlay Control $878,181 5/2020 253804-5288 Prime No Flatiron West,Inc,Lane construction Corp JV Renton,WA 1405 Renton to Bellewre Widening&E1qpreas Toll Lanes Asphalt Paving $24,807,502 2025 Bub No Strider Construction BNSF Drills automotive Facility& $2,224,118/ Nathan Andersh Bellingham,WA Kent Intermodal Facility Asphalt Paving $2,038,233 712019 350 380-1234 Sub No KleWt Infrastructure west Co SR99 Demolition,Decommissioning&Surface Street $491,8051 Jeff Kittle Federal Way,WA Project Grinding,Patching Beckfill $710,002 41/2019 425 301-7970 Sub No Asphalt Paving,Excavation Planing,Concrete, Washington State DOT Electrical(Signals) $15,205,127/ Mike Askarlan,PE Seattle,WA SR99 Roy Street to N 145th Street $12,675,500 912020 200 7885801 Prime Yes Jeff Thomas JR Hayes Corporation $588,948 Fall 2020 425 3825722 Sub No Maple Valley,WA Forest Canyon Estates Paving Asphalt Paving,Excavation Planing,Concrete, King County Electrical(Signals) $4,803,883/ Dave Nadal Seattle,WA 2018 Vashon Highway Pavement $4,060,249 5/10 206 477-3528 Prime No Jansen,Inc $009,040/ Grant Jansen Bellingham,WA 2018 AAC Package#2 Asphalt Paving $836,809 5/19 360 933-4807 Sub No Asphalt Paving,Excavation Planing,Concrete, City of Auburn Electrical(Signals) $2.124.739/ Kim Tm mg,PE Aubum,WA 15th Street NE/NW Preservation $2,525,288 11/18 2538045050 Prime Yes Asphalt Paving,Excavation Planing,Concrete, City of Kent Electrical(Signals) $1.754.3781 Drew Holcomb PE Kent,WA 2018 Asphalt Overlays $1,531,008 11/18 2538505500 Prime No Asphalt Paving,Excavation Planing,Concrete, City of Tukwila Electrical(Signals) $955,9401 David Sorensen PE Tukwila,WA 2018 Overlay&Repair $890,834 9118 208431-3653 Prime No Excavation,Paving,Grading, City of Algona Pacific Avenue North(Ellingson Road Utilties,Concrete,Electrical $333,540/ Brian Sourwine Algona,WA to Safeway Entrance) (Sign.].) $331,395 0/17 206284-0860 Prime No Gary Merlin Construction Co.,Inc $1,904,250/ Rhuel Reedy Seattle,WA 2018 Taxiwsy Improvements Asphalt Paving $2,127,055 9/18 206255-2628 Sub Yes Graham Contracting,LTD Pacific Highway South HOV Lanes $1.59,0051 Greg Ritke Bellew.,WA Phase V Asphalt Paving $1,989,980 9118 425 881-3591 Sub CA Carey Corporation $675,571/ Steve Murdoch Issaquah,WA 2014 County Safety Selection Asphalt Paving $660,941 5/17 4253925018 Sub Yes Excavation,Paving,Grading, City of Auburn Utilities,Concrete,Electrical $827,2901 Jal Carter Auburn,WA Lake Tapps Parkway Preservation (Signals) $805,202 12/17 253804-5288 Prime Yes Excavation,Paving,Grading, WA State DOT SR 410,White River Bridge to SR 164 Utilities,Concrete,Electrical $1,088,350/ Timothy LaPorte Olympiva,WA Paving&ADA Comliance (Signals) $1,076,050 12117 253856-5500 Prime Yes CPM Development Corporation DBA ICON Materials Page 3 req Carol ueluel argwcw.md. iR«.f/141 Project Manager SAMPLE LISTING OF MAJOR PROJECTS,Thru-2022 ♦ ^ OWNER/GENERAL CONTRACTAMT/ COMPLETION FED$ NAME/LOCA"ON PROJECT NAMEILOCATION CLASS OF WORK FINAL AMT DATE CONTACT PIS Y/N Excavation,Paving,Grading, City of Renton 2017 Street Patch&Overlay Utilties,Concrete,Electrical $1,000123/ Jayson Grant Renton,WA w/Curb Ramps (Signals) $1,707,048 12/17 425 430-7400 Prime No Excavation,Paving,Grading, City of Tukwila UUWes,Concrete,Electrical Robin Tlachmak Tukvnla,WA 2017 Overlay Program (Signals) $659,441/$520,510 9/17 200433.0179 Prime No Steve Simmons Gary Merlino Constr.Cc Seattle,WA 15 NS 280th St to Duwamish River Br Asphalt Paving $8,717,258 0118 200255-281g Sub No MldMountaIn Contractors 15 SB South 320th St to Duwamish $4,686,500/ Dave Stumbaugh Klrkelntl,WA River Bridge Asphalt Paving $3,988,940 9/16 206 348-4356 Sub No Excavation,Paving,Grading, King County Procurement Utilities,Concrete,Electrical Mark Hoge Seattle,WA 2016 Countywide Pavement Preservation (Signals) $8,933.884/ 12/17 206 253-9325 Prime No CPM Development Corporation DBA ICON Materials Peee4 P,eq WM flat Mal PM xWn11 t_f/14) L L a) L L O L L Oa O co M (a L L @ }J OD CU L O4-1 M M to M � f0 a1 � L L !n Ma) C C C (fin +, C C C C C O c C = .� a,1 0 = fa laU.J U (a 'tw M M MT 1n M M L c u .v 2 w E E E u > E E U E n O O aJ W O .v . . v o Q v v U Q a) 0 0 o a ° � `j- `� `° 3 N cn `° �° m u a v b (U oW U 4 O Ln oc 'E a o U o N d ry U Y L u O co O O — U w Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q 4. v w v v La ca M U J a, U C a) Q 01 ct M O t Ln N O Ln M O O m w O Ln Ln M D1 X N N N N M M r1 M M N N r1 r a1 A r1 r LU 4- 0 Ln L T 41 C aJ L L 4, -O O L O L L a) C C C C A Q 4"� Ga a) ca L L 41 L .L (6 1 +aa= sO6ao +M a+OO O ° a> oQU N6(a =cE E = ai Ec a a) Ln O cu -0 E cNQaV' Q Oto a, 2 O a s a Lva u 'o a n c Q O t'pLao 7p u o c o c U a) ✓) N a Y to , , U u v Vuu w vo > O oO ooQ ) vca U tGi a a a m N L cu L L L 'n N aJ v O O C cu co f° O v, cv ` E v O ° w v c Y a.., N c a CU CU = v c a) }, N L p T C z v � .� `n 4. O O O0 N � co vi 0 � a p S U U 3 s O 7 U a ca m v = a1 a) ca c N O a1 � co j u u O C O e c = 2 L C "O 'in "C U N W to W > "'� ` = ate-+ = Cul C bD � N v N •j Y Y L a) aO+ C a1 7 �a O a) > O C 'L U "O lL6 U In J m Y Y Y C � N cu CPM Development Corporation DBA ICON Materials e +` CPM Development Corporation DBA ICON Materials Major Equipment Detailed List City 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 Sturdyweld 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 JD650LGP 2005 13 Good Own 1 JD Backhoe Landscraper 21OLE 1998 18 Good Own 2 CAT Off-Hwy Dump Trucks 773B 1993 23 Good Own 1 CAT Off-Hwy Dump Trucks 773E 1990 26 Good Own 1 CAT Off-Hwy Dump Trucks 773B 1981 35 Good Own 1 CAT Off-Hwy Dump Trucks 773E 2003 13 Good Own 1 CAT Grader 140H 2O04 14 Very Good Own 1 Rahco Grader 140H 2O04 14 Very Good Own 1 Hitachi Mini Excavator 50ZTS 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 49S/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 1 CAT Paver AP1055B 2003 15 Good Own 1 CAT Paver AP1055E 2012 6 Excellent Own 1 CAT Paver AP1055D 2008 10 Excellent Own 1 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 CS563C 1995 23 Good Own 1 Hypac Pneumatic Roller IC560B 2001 17 Good Own CPNI Development Corporation IBA ICON Materials Page 1 Major Items Equipment Detailed List 1-29 2020 � n I 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 StanSteel/Gencor 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 336D 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 Roller 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) CB434D 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 13 Axle Lowboy Trlr iTrailKing 1999 17 Good Own GPM Development Corporation DBA ICON Materials Page 2 Major Items Equipment Detailed List 1-29 2020 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? 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? CPM Development Corporation 2023 Asphalt Overlays/Murillo 33 aft �p IVlaterials Project Number: 23-3001.1 DBA Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal ED A CRH COMPANY CREDIT INFORMATION Name: CPM Development Corporation DBA ICON Materials Legal Entity: CPM Development Corporation Subsidiary of: A CRH Company Business Started: Oldcastle Materials,Inc. established 1978 Federal I.D.No.: 91-1272258 Duns No. 02-733-6650 Legal Entity UBI No. 601 006 854 Managers: Mike McBreen /Vice President CPM Development Corporation DBA ICON Materials Mark Eichelberger/ 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 (Fax)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 St NE 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 7. SIGNATURE 7.1 Dated at this 14th day of March , 2023. Name of Organization: CPM Dev e t Corporation DB N Materials By: f/�7 ��� 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 14th day of March , 2023. Notary Public: Wendy Hayes My Commission Expires: 02/01/2025 ,oNN�munrn�n 10� NOTARY • r PUBLIC ;"I cf�••o .�O 2023 Asphalt Overlays/Murillo 34 March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal BIDDER RESPONSIBILITY CRITERIA Statement that Bidder Has Not Been Disqualified This statement is required by state law (RCW 39.04.350(1)(d)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (March 14, 2023), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). CPM Development Corporation DBA ICON Materials Bidder's �tne Name ,n Signature ize Official* Mike McBre n Printed Name Vice President Title March 14th, 2023 Pacific Washington Date City State * If a corporation, proposal must be executed in the corporate name by the president Hied b evidence of - other corporate officer accompanied y or vice-president (or any p P authority to sign). If a co-partnership, proposal must be executed by a partner. 2023 Asphalt Overlays/Murillo 35 March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (March 14, 2023), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. CPM Development Corporation DBA ICON Materials Bidder's ame Signature of Aut orized Official* Mike McBreen Printed Name Vice President Title March 14th, 2023 Pacific Washington Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 2023 Asphalt Overlays/Murillo 36 March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify scal PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within one hundred thirty (130) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s 1 to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: March 14th, 2023 CPMADement Corporation DBA ICON Materials N D S' nat re of-Authorized Repres ntative Mark Eichelberger, Construction Manager (Print Name and Title) 1508 Valentine Ave SE Address Pacific, WA 98047-2103 2023 Asphalt Overlays/Murillo 37 March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal CPM DEVELOPMENT CORPORATION 14E! r�fi CERTIFICATE OF AUTHORITY Please be advised,that the Individuals whose names,titles and signatures appear below are authorized To execute proposals,contracts,bonds,and other documents and/or instruments on behaff of CPM Development Corporations,dba ICON Materials.ICON Materials is a CPM Development Corporation trade name. c ra, naa mix _ �F Name and Title n �, ..., Michael McBreen,Vice President i •�� Mark Eichelberger,Construction Manager f Christopher Williams,Operations Manager A A 4 f HELENA SAND do GRAVEL AO 60N Y Respectfully submitted, 1400D 111110ft CPM DEVELOPMENT CORPORATION b0AWftaWVj* 4s�� V) Susan L.Devaney Assistant Treasurer&b Assistant Secretary STATE OF WASIiNGTON ) ss. COUNTY OF SPORANE ) On this day personally appeared before me Susan L. Devaney, known to me to be the person that executed the foregoing instrument, on behalf of CPM•Development Corporation, d/b/a ICON Materials and acknowledged said instrument to be the f=and voluntary act of said Corporation for the uses and purposes therein mentioned. AMA CO"""" SUBSCRMED and sworn to before me this day of W��2022. IT, of Notary MICHELLE M WELCH IN�.,nhPJ t _ I�t• V�GJAJ7 OTARY PUBLIC COMM.EXPIRES NOV,7,20 "or Type Name ofNotary STATE 4Is WASHINGi®N oTARY Punic to and for the State of Washington � I My at Aires wR �a 6 COMMISSION N0.7S431 M Coxnaraission expires on—i i 7 d w+o maw Ag11C01tlMNY _ An Equal opportunity Employer 6111 E.Broadway,Spokane Valley,WA 99212 P.O.Box 3366,Spokane WA 99220-3360 Office:(609)534.6221 •Fax:(509)536-3051 PUBLIC WORKS DEPARTMENT Chad Bieren, P.E. Director 4400 400 West Gowe Kent, WA 98032 E N"r Fax: 253-856-6500 W A 8 H ING T ON PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON 2023 Asphalt Overlays Project Number: 23-3001.1 ADDENDUM No. 1 March 9, 2023 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE REFLECTED IN RED I - BIDDER'S DOCUMENTS REPLACE the bidder's documents with the attached. Due to bid item additions and deletions, page numbering has shifted. Bidders must use the attached Bidder's Documents. SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1221 7-05.5 316 Replace Existing Catch Basin $ $ * KSP EACH Frame and Grate and Adjust Per EA to Finished Grade 1229 7-05.5 -7 4 Replace Existing Manhole $ $ KSP EACH Rectangular Frame and Cover per EA with Circular Frame and Cover and Adjust to Finished Grade 1235 7-15.5 -1 2 Adjust Existing Meter Box to $ $ KSP EACH Finished Grade Per EA CPM Development Corporation 1 DBA ICON Materials SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT WSDG LN Per 6F 1685 8-22.5 3,700 Profiled Plastic Edge Line $ $ KSP LN FT Per LF 1690 8-22.5 600 Plastic White Wide Line $ $ * KSP LN FT Per LF SCHEDULE II - B&O ROADWORK - S 196TH S 277T" & OTHER SITES ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 2060 2-03.5 51400 Roadway Excavation, $ $ * WSDOT 1,500 Incl. Haul Per CY CU YDS 2120 5-04.5 2 Speed Cushion $ $ KSP EACH Per EA 2221 7-05.5 3 1 Replace Existing Catch Basin $ $ * KSP EACH Frame and Grate and Adjust Per EA to Finished Grade 2295 8-21.5 6 10 Permanent Signing Including $ $ * KSP EACH Post and Foundation Per EA 2610 8-22.5 7-3V 300 Plastic White Wide Line $ $ * KSP LN FT Per LF CPM Development Corporation 2 DBA ICON Materials SCHEDULE II - B&O ROADWORK - S 196TH S 277TH & OTHER SITES ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT .f WSBST F Per LF DELETE SCHEDULE III - TRAIL REPAIR - SOUTH 277T" CORRIDOR TRAIL in its entirety. II - KENT SPECIAL PROVISIONS Page 5-34 - Section 5-04.4 - Measurement ADD the following to this section: "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 coat, and the pavement markings shown on Kent Standard Plan 6-29a shall be counted as "one" speed cushion. Page 5-35 - Section 5-04.5 - Payment ADD the following to this section: 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 Rer each for "S Reed Cushion" as shown on Kent Standard Plans 6-29a and 6-29b. Page 8-33 - Section 8-22.4 - Measurement ADD the following to the first paragraph: "Profiled Plastic Edge Line" "Plastic White Wide Line" Page 8-33- Section 8-22.5 - Payment ADD the following to the first paragraph CIPM Development "Profiled Plastic Edge Line," per linear foot Corporation DBA ICON Materials 3 Page 8-35 — Section 8-26 — Trail Pavement Repair DELETE this section in its entirety. III - APPENDICES Appendix 1 — Kent Standard Plans ADD the following: 6-29a Traffic Calming Speed Cushion Sheet i of 2 6-29b Traffic Calming Speed Cushion Sheet 2 of 2 Appendix 9 - Trail Repair — South 2771h Corridor DELETE IV - PLANS ADD the following new Plan Sheet: Sheet 38A of 38: S 2591h Street Speed Cushions REPLACE the following Plan Sheets: Sheet 8: Removed catch basin work at non-impacted curb/gutter Sheet 9: Removed catch basin work at non-impacted curb/gutter Sheet 10: Removed catch basin work at non-impacted curb/gutter, and adjusted channelization Sheet 13: Removed catch basin work at non-impacted curb/gutter Sheet 16: Removed catch basin work at non-impacted curb/gutter Sheet 24: Adjusted channelization Sheet 25: Removed catch basin work at non-impacted curb/gutter Sheet 26: Removed catch basin work at non-impacted curb/gutter Sheet 30: Revised utility adjustment work items Sheet 34: Adjusted channelization CPM Development Corporation ®BA ICON Materials 4 END OF ADDENDUM No. 1 Chad Bieren Chad Bieren 2023.03.09 15:10:58-08'00' Chad Bieren, P.E. Date Public Works Director Attachments: Bidder's Document Kent Standard Plan 6-29a & 6-29b Plan Sheets: 8, 9, 10, 13, 16, 24, 25, 26 30, 34, 38A CPM Development Corporation 5 DBA ICON Materials BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, CPM Development Corporation DBA ICON Materials , as Principal, and Fidelity & Deposit Company of Maryland , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent of Total Bid Amount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for 2023 Asphalt Overlays/Project Number: 23-3001.1 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 14th D Y OF March 2023. CPM e el t Co ration DBA77pe P IN IP Mark ichelberger KZ Fidelity&D posit Company of land RrLT Attorney-in-Fact Kristin Portillo 20 Received return of deposit in the sum of $ 2023 Asphalt Overlays/Murillo 38 March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Illinois,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois(herein collectively called the"Companies"),by Robert D. Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute,and appoint Kristin PORTILLO,Susan L.DEVANEY and Mark EICHELBERGER,all of Pacific,Washington,EACH,its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed,any and all bid bonds issued on behalf of CPM DEVELOPMENT CORPORATION dba ICON MATERIALS,Pacific, Washington,each in a penalty not to exceed the sum of$1,000,000,and the execution of such bid bonds in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills,Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 25th day of January,A.D.2023. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND \\,\\ouay INS IIIlmllllllll,l Illllll�R,_ ? a ma 'Oc;' mom` B Robert D.Murrayx SEAL SEAL ^+ SEAL Vice President /'llllllllllll\\\P\,` ',�II�WII'I��N\\\``,` I//Illlli�a1111\\� if oil By: Dawn E.Brown Secretary State of Maryland County of Baltimore On this 25th day of January, A.D.2023, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D. Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly swom,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. �POE�iNFq�o Jrv� i,f,IpTAq Z�/Y/84.1G J� Iva Bethea Notary Public My Commission Expires September 30,2023 Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations,undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attomey and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the loth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary,or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this_L4j±qdayof M(/1j(:j& q1tab . ,p\•VNgNrlygr 1,"NINHr •\•\•l\111111111IIrr �,.67C OY�O,4 Q,PO� r ge�Q.P O�'�i,F% eSEAL"�2� '�eSEALm °�= xy �'SEAIm � er+ tt - 4'al"Nm"m•"a r'''r�'�Wl, ,\\ ,''4•r"nun+uo\\ q PdA�4__, By: Mary Jean Pethick Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way Schaumburg,IL 60196-1056 reportsfclainis@zurichna.com 800-626-4577 Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790 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 person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. 2023 Asphalt Overlays Project Number: 23-3001.1 NAME OF PROJECT CPM Dev lopment Corporation DBA ICON Materials NAME OF BIDDER'S F Mark Eichelberger S NATU O A HORIZED REP S\�ATIVE OF BIDDER 2023 Asphalt Overlays/Murillo 39 March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify scal This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: [Insert Company Namel ("Contractor") CONTRACT NAME & PROJECT NUMBER:[Insert Name of Oriainal Contract & Project # if applicablel ORIGINAL CONTRACT DATE: [Insert Date Original Contract was Signedl This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section 1 of the Contract is hereby modified to revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section 1 of the Contract are also modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ SST) incl. applicable PPlicable W Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ CPM Development Corporation DBA ICON Materials 2023 Asphalt Overlays/Murillo 40 March 9, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (±) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Chad Bieren, P.E. Its Its Public Works Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department 2023 Asphalt Overlays/Murillo 41 CPM DeVe opment March 9, 2023 Project Number: 23-3001.1 Corporation Provided to Builders Exchange of WA, Inc. For usage Conditions Agree 016AerCytyNxM*&fbr' ays verify Scal BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................i� Order of Contents.................................................................................f Invitationto Bid...................................................................................6a' Contractor Compliance Statement........................................................ Date............................................................................................ Have/have not participated acknowledgment.............................1� Signatureand address ................................................................i� Declaration - City of Kent Non-Discrimination Policy...........................ls� Date and signature ..................................................................... AdministrativePolicy........................................................................... Proposal............................................................................................... Firstline of proposal - filled in ...................................................6� Unit prices are correct ................................................................i� Bid the same unit price for asterisk (*) bid items.......................Ca' Minimumbid prices are correct...................................................6�' Subcontractor List (contracts over$1M - HVAC, Plumbing, &Electrical)............ Subcontractors listed properly.................................................... Signature ....................................................................................1� Subcontractor List (contracts over$1M - Structural Steel & Rebar Installation).. Subcontractorslisted properly....................................................6i( Date and signature .....................................................................152( Contractor's Qualification Statement ...................................................a Completeand notarized ..............................................................lY Statement that Bidder Has Not Been Disqualified ................................E2( Certification of Compliance with Wage Payment Statutes....................El' Proposal Signature Page......................................................................d AllAddenda acknowledged .........................................................E2( Date, signature and address ....................................................... BidBond Form ..................................................................................... Signature, sealed and dated ....................................................... Power of Attorney.......................................................................6� (Amount of bid bond shall equal 50/o of the total bid amount) CombinedDeclaration Form................................................................. Signature ....................................................................................1� ChangeOrder Form (Example)............................................................. Bidder's Checklist ................................................................................f� The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. 2023 Asphalt Overlays/Mwrill° 42 CPM Development March 9, 2023COrr�®ratiOi'1 LaA Project Number; 23-3001.1 ,p Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement seei�iz74'IDxWc✓�c N-IgV,,t9riaJJ%fy Scal PAYMENT AND PERFORMANCE BOND Bond No. 9426853 KENT TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, CPM Development Corporation DBA ICON Materials as Principal, and Fidelity & Deposit Company of Maryland Illinois a Corporation organized and existing under the laws of the State of aAl& gto+n, 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 $ 2,872,117.50 , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. 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 2023 Asphalt Overlays/Project Number: 23-3001.1 (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 who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. 2023 Asphalt Overlays/Murillo 42 February 22, 2023 Project Number: 23-3001.1 TWO WITNESSES: CPM Development Corporation DBA ICON Materials PRINCIP ( i r it cipal's nam ove) BY: Mark Eichelberger Wendy Hayes TITLE: Construction Manager DATE: 3e27IZa2S DATE: CORPORATE SEAL: Kristin Portillo PRINT NAME DATE: ,�7I 7, i� Fidelity & Deposit Company of Maryland ^� SURETY CORPORATE SEAL: BY: DATE: March 23, 2023 TITLE: Linda Lee Nipper, Attorney-in-Fact ADDRESS: 15 West South Temple, Ste. 700 Salt Lake City, UT 84101 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 Eichelberger Who signed the said bond on behalf of the Principal CPM Development Corporation DBA 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. SECRETARY O ASSISTANT SECRETARY 2023 Asphalt Overlays/Murillo 43 February 22, 2023 Project Number: 23-3001.1 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V, Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 23rd day of March 2023 Brian M.Hodges,Vice President. TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way Schaumburg, IL 60196-1056 www.reportsfclaims@zurichna.com 800-626-4577 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Linda Lee Nipper , its true and lawful agent and Attorney-in-Fact,to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies, as fully and amply,to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 1 Ith day of July,A.D.2019. 102 4.Q- cCF'OWr C'f ��' ♦ i. 3 �o•'m i = �oo awn O t0- SEAL =b`• 1008 c��r= i ar ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND By: Robert D. Murray Vice President By: Dawn E. grown Secretary State of Maryland County of Baltimore On this 1 lth day of July, A.D. 2019, before the subscriber, a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D. Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. iqrt Constance A.Dunn,Notary Public '�,,��•ic);�{, �. My Commission Expires:July 9,2023 ����ic+ccccc0 CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and CPM Development Corporation DBA ICON Materials , organized under the laws of the State of Washington , located and doing business at 1508 Valentine Ave SE Pacific WA 98047-2103 ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: 2023 Asphalt Overlays/Project Number: 23-3001.1 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 2023 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2023 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and work shall be physically completed within one hundred thirty (130) working days. The term of this Contract shall continue until all work has been completed, Final Acceptance has occurred, and all Contractor obligations have been fulfilled. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. The total contract amount for all Work performed under this Contract, including Washington State Sales Tax, is $ 2,872,117.50 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 2023 Asphalt Overlays/Murillo 44 February 22, 2023 Project Number: 23-3001,1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. S. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 2023 Asphalt Overlays/Murillo 45 February 22, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal CITY OF KENT BY'. DANA RALPH, MAYOR DATE: 04/07/2023 ATTEST: KIMBER A. KOMOTO, CITY CLERK APPROVED AS TO FORM: KENT ° W DEPARTMENT CONTRAC OR BY: -/ PRINT NAME: Mark Eichelberger TITLE:Construction Manager DATE: M AYW 1/9 0 _Uq'22 2023 Asphalt Overlays/Murillo 46 February 22, 2023 Project Number: 23-3001.1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. 2023 Asphalt Overlays/Murillo 48 March 13, 2023 Project Number: 23-3001.1 EXHIBIT A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. 2023 Asphalt Overlays/Murillo 49 March 13, 2023 Project Number: 23-3001.1 EXHIBIT A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than ANII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. 2023 Asphalt Overlays/Murillo 50 March 13, 2023 Project Number: 23-3001.1 l ® DATE(MM/DD/YYYY) A�Ro CERTIFICATE OF LIABILITY INSURANCE 3/29/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Liberty Mutual Insurance Co. National Insurance East NAME: Valerie Reece 500 Ny3rd St, Suite 300 PHC"o E : 513-867-3822 a No): Wausau,WI 54403 E-MAIL ADDRESS: Old castle.certs Libert Mutua1.com INSURER(S)AFFORDING COVERAGE NAIC# www.LibertyMutual.com INSURERA: Liberty Mutual Fire Insurance Company 23035 INSURED INSURER B: Liberty Insurance Corporation 42404 CPM Development Corporation (120-PAC) INSURERC: DBA ICON Materials 1508 Valentine Avenue SE INSURERD: Pacific WA 98047-2103 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 73621438 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 ADDTYPE OF INSURANCE INSD WVDSUBR POLICY NUMBER MM/DD1YYYY MM/DPOLICY EFF DY EXP LTR LIMITS A �/ COMMERCIAL GENERAL LIABILITY �/ TB2-C81-004095-112 9/1/2022 9/1/2023 EACH OCCURRENCE $2,000000 DAMAGE TO RENTED CLAIMS-MADE 1/ OCCUR XCU Coverage Included PREMISES Ea occurrence $300,000 ,/ Primary/Non-Contributory MED EXP(Any one person) $50,000 ./ Separation of Insured PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $10,000,000 POLICY ✓❑jE' LOC PRODUCTS-COMP/OP AGG $10,000,000 OTHER: $ A AUTOMOBILE LIABILITY ✓ AS2-C81-004095-122 9/1/2022 9/1/2023 OMBINEDtSINGLELIMIT(Ea ac $2 000 000 ANY AUTO BODILY INJURY(Per person) $ A ✓ OWNED SCHEDULED AS2-C81-054502-522 9/1/2022 9/1/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS Physical Damage only:HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Comprehensive Ded$10,000 Per accid $ent Collision Ded$10,000 1 $ A UMBRELLALIAB �/ OCCUR TL2-681-054523-922 9/1/2022 9/1/2023 EACH OCCURRENCE $1000000 v/ EXCESS LIAB CLAIMS-MADE (General Liability) AGGREGATE $1,000,000 DED I I RETENTION$ Products/Completed Op $1,000,000 B WORKERS COMPENSATION WA7-C8D-004095-022 9/1/2022 9/1/2023 STATUTE ER PER H AND EMPLOYERS'LIABILITY Y/N All except OH,ND,WA,WY ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBE R EXCLUDED? �N N/A A B (Mandatory in NH) WC7-C81-004095-012 9/1/2022 9/1/2023 E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below WI MN E.L.DISEASE-POLICY LIMIT $1,000,000 A lWashington Stop Gap �/ TB2-C81-004095-112 9/1/2022 9/1/2023 BI Each Accident $1,000,000 Employers Liability Coverage BI Aggregate Limit $1,000,000 BI Each Employee $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:2023 Asphalt Overlays,Project#23-3001.1. City of Kent,their Agents,Representatives,Employees and Subcontractors are listed as additional insured with regards to the general liability, 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. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Kent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Public Works Department ACCORDANCE WITH THE POLICY PROVISIONS. 400 West Gowe 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 73621438 18-004095 1 09.22-09.23 Standard 10-2 WA Stop Gap Excess AUTO I Erin Celing 13/29/2023 10:58:14 AM (CST) I Page 1 of 1 POLICY NUMBER: TB2-C81-004095-112 COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to 1. All work, including materials, parts or equipment include as an additional insured the person(s) or furnished in connection with such work, on the organization(s) shown in the Schedule, but only project (other than service, maintenance or with respect to liability for "bodily injury", "property repairs) to be performed by or on behalf of the damage" or "personal and advertising injury" additional insured(s) at the location of the caused, in whole or in part, by: covered operations has been completed; or 1. Your acts or omissions; or 2. That portion of "your work" out of which the 2. The acts or omissions of those acting on your injury or damage arises has been put to its behalf; intended use by any person or organization other than another contractor or subcontractor in the performance of your ongoing operations for engaged in performing operations for a principal the additional insured(s) at the location(s) as a part of the same project. designated above. C. With respect to the insurance afforded to these However: additional insureds, the following is added to 1. The insurance afforded to such additional Section III—Limits Of Insurance: insured only applies to the extent permitted by If coverage provided to the additional insured is law; and required by a contract or agreement, the most we 2. If coverage provided to the additional insured is will pay on behalf of the additional insured is the required by a contract or agreement, the amount of insurance: insurance afforded to such additional insured 1. Required by the contract or agreement; or will not be broader than that which you are required by the contract or agreement to provide 2. Available under the applicable Limits of for such additional insured. Insurance shown in the Declarations; B. With respect to the insurance afforded to these whichever is less. additional insureds, the following additional This endorsement shall not increase the applicable exclusions apply: Limits of Insurance shown in the Declarations. This insurance does not apply to "bodily injury" or "property damage" occurring after: CG 20 10 04 13 ©ISO Properties, Inc., 2012 Page 1 of 2 ❑ SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations The City of Kent, their Agents, Representatives, 2023 Asphalt Overlays Employees and Subcontractors Project#23-3001.1 400 West Gowe, Kent, WA 98032 Location Code: 120-PAC Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Page 2 of 2 POLICY NUMBER: TB2-C81-004095-112 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) Location And Description Of Completed Or Organization(s) Operations The City of Kent,their Agents, Representatives, 2023 Asphalt Overlays Employees and Subcontractors Project#23-3001.1 400 West Gowe, Kent, WA 98032 Location Code: 120-PAC Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to 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 Section organization(s) shown in the Schedule, but only 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 will ,your work" at the location designated and pay on behalf of the additional insured is the amount described in the Schedule of this endorsement of insurance: performed for that additional insured and included in the "products-completed operations hazard". 1. Required by the contract or agreement; or However: 2. Available under the applicable Limits of Insurance 1. The insurance afforded to such additional shown in the Declarations; insured only applies to the extent permitted by whichever is less. law; and This endorsement shall not increase the applicable 2. If coverage provided to the additional insured Limits of Insurance shown in the Declarations. 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 1 474 POLICY NUMBER: TB2-C81-004095-112 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: The City of Kent, their Agents, Representatives, Employees and Subcontractors Location Code: 120-PAC Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV—Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 1 ❑ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): The City of Kent, their Agents, Representatives, Employees and Subcontractors Location Code: 120-PAC Information required to complete this Schedule, if not shown above,will be shown in the Declarations. A. For all sums which the insured becomes legally 3. Any payments made under Coverage A for obligated to pay as damages caused by 'occur- damages or under Coverage C for medical ex- rences" under Section I—Coverage A, and for all penses shall reduce the Designated Construc- medical expenses caused by accidents under tion Project General Aggregate Limit for that Section I — Coverage C, which can be attributed designated construction project. Such pay- only to ongoing operations at a single designated ments shall not reduce the General Aggregate construction project shown in the Schedule above: Limit shown in the Declarations nor shall they 1. A separate Designated Construction Project reduce any other Designated Construction General Aggregate Limit applies to each des- Project General Aggregate Limit for any other ignated construction project, and that limit is designated construction project shown in the equal to the amount of the General Aggregate Schedule above. Limit shown in the Declarations. 4. The limits shown in the Declarations for Each 2. The Designated Construction Project General Occurrence, Damage To Premises Rented To Aggregate Limit is the most we will pay for the You and Medical Expense continue to apply. sum of all damages under Coverage A, except However, instead of being subject to the Gen- damages because of "bodily injury" or "prop- eral Aggregate Limit shown in the Declara- erty damage" included in the "products-com- tions, such limits will be subject to the applica- pleted operations hazard", and for medical ex- ble Designated Construction Project General penses under Coverage C regardless of the Aggregate Limit. number of: a. Insureds; b. Claims made or"suits" brought; or c. Persons or organizations making claims or bringing "suits". CG 25 03 05 09 © Insurance Services Office, Inc., 2008 Pagel of 2 ❑ B. For all sums which the insured becomes legally C. When coverage for liability arising out of the"prod- obligated to pay as damages caused by 'occur- ucts-completed operations hazard" is provided, rences" under Section I—Coverage A, and for all any payments for damages because of"bodily in- medical expenses caused by accidents under jury" or "property damage" included in the "prod- Section I — Coverage C, which cannot be at- ucts-completed operations hazard"will reduce the tributed only to ongoing operations at a single des- Products-completed Operations Aggregate Limit, ignated construction project shown in the Sched- and not reduce the General Aggregate Limit nor ule above: the Designated Construction Project General Ag- 1. Any payments made under Coverage A for gregate Limit. damages or under Coverage C for medical ex- D. If the applicable designated construction project penses shall reduce the amount available un- has been abandoned,delayed, or abandoned and der the General Aggregate Limit or the Prod- then restarted,or if the authorized contracting par- ucts-completed Operations Aggregate Limit, ties deviate from plans, blueprints, designs, spec- whichever is applicable; and ifications or timetables, the project will still be 2. Such payments shall not reduce any Desig- deemed to be the same construction project. nated Construction Project General Aggregate E. The provisions of Section III—Limits Of Insurance Limit. not otherwise modified by this endorsement shall continue to apply as stipulated. Page 2 of 2 ©Insurance Services Office, Inc., 2008 CG 25 03 05 09 1737 Policy Number TB2-C81-004095-112 Issued by Liberty Mutual Fire Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. OTHER INSURANCE AMENDMENT—SCHEDULED ADDITIONAL INSURED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Name of Person(s) or Organ ization(s): The City of Kent, their Agents, Representatives, Employees and Subcontractors Location Code: 120-PAC If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person(s) or organization(s) shown in the Schedule of this endorsement that qualifies as an additional insured on this Policy, this Policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV — Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Conditions will apply. However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured for the same 'occurrence", claim or"suit'. LC 24 20 11 18 ©2018 Liberty Mutual Insurance Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Policy Number TB2-C81-004095-112 Issued by Liberty Mutual Fire Insurance Company 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 COMMERCIAL LIABILITY—UMBRELLA COVERAGE FORM Schedule Name of Other Person(s)/ Email Address or mailing address: Number Days Notice: Organ ization s : The City of Kent, their Agents, 400 West Gowe 30 Representatives, Employees and Kent, WA 98032 Subcontractors Location Code: 120-PAC 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. Policy Number: AS2-C81-004095-122 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: The City of Kent, their Agents, 400 West Gowe 30 Representatives, Employees and Kent, WA 98032 Subcontractors Location Code: 120-PAC 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. POLICY NUMBER: AS2-C81-004095-122 COMMERCIAL AUTO CA04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement,the provisions of the Coverage Form apply unless modified by the endorsement. SCHEDULE Name(s) Of Person(s)Or Organization(s): The City of Kent, their Agents, Representatives, Employees and Subcontractors Location Code: 120-PAC 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 4410 13 0 Insurance Services Office, Inc., 2011 Page 1 of 1 Policy Number: AS2-C81-004095-122 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): The City of Kent, their Agents, Representatives, Employees and Subcontractors Regarding Designated Contract or Project: 2023 Asphalt Overlays Project # 23-3001.1 400 West Gowe, Kent, WA 98032 Location Code: 120-PAC 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. POLICY NUMBER:AS2-C81-004095-122 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement identifies person(s)or organization(s)who are"insureds"for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. SCHEDULE Name Of Person(s)Or Organization(s): The City of Kent,their Agents, Representatives, Employees and Subcontractors Location Code: 120-PAC Information required to complete this Schedule, if not shown above,will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured"for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an"insured"under the Who Is An Insured provision contained in Paragraph A.1. of Section II - Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2.of Section I - Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 ©Insurance Services Office, Inc., 2011 Page 1 of 1 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 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. All work associated with: The City of Kent, their Agents, Representatives, Employees and Subcontractors Location Code: 120-PAC Premium is included in the applicable state blanket waiver's premium charge. Issued by Liberty Insurance Corporation 21814 For attachment to Policy No.WA7-C8D-004095-022 Effective Date 03/23/2023 Premium$ Issued to CRH Americas, Inc. Endorsement No. WC 00 03 13 ©1983 National Council on Compensation Insurance. Page 1 of 1 Ed.04/01/1984 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)1 Email Address or mailing address: Number Days Notice: Organization(s): The City of Kent, their 400 West Gowe 30 Agents, Representatives, Kent, WA 98032 Employees and Subcontractors All other terms and conditions of this policy remain unchanged. Issued by Liberty Insurance Corporation 21814 For attachment to Policy No.WA7-C8D-004095-022 Effective Date 03/23/2023 Premium$ Issued to CRH Americas, Inc. Endorsement No. WC 99 20 75 ©2016 Liberty Mutual Insurance Page 1 of 1 Ed. 12/01/2016 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 .......................................................... 1-12 1-07 Legal Relations and Responsibilities to the Public................. 1-14 1-08 Prosecution and Progress ................................................. 1-21 1-09 Measurement and Payment .............................................. 1-26 1-10 Temporary Traffic Control ................................................ 1-27 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...................... 7-1 7-12 Valves for Water Mains .................................................... 7-5 7-15 Service Connections ........................................................ 7-7 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.................................................................... 8-14 8-13 Monument Cases ............................................................ 8-16 8-14 Cement Concrete Sidewalks ............................................. 8-17 2023 Asphalt Overlays/Murillo March 13, 2023 Project Number: 23-3001.1 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical............................... 8-19 8-21 Permanent Signing.......................................................... 8-23 8-22 Pavement Marking .......................................................... 8-25 8-23 Temporary Pavement Markings......................................... 8-34 8-26 Trail Pavement Repair ..................................................... 8-35 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 SOUND TRANSIT PLANS — S 259TH PLACE ....................................... A-4 KENT HSIP ROAD DIET PLANS — S 259TH PLACE.............................. A-5 HIGHLINE WATER DISTRICT PLANS — S 259TH PLACE ..................... A-6 KENT CRACK SEAL EXHIBIT — S 200TH STREET................................ A-7 CITY OF AUBURN R/W USE PERMIT APPLICATION ......................... A-8 PREVAILING WAGE RATES.............................................................. A-9 2023 Asphalt Overlays/Murillo March 13, 2023 Project Number: 23-3001.1 KENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2023 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("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 BY ADDING 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 2023 Asphalt Overlays/Murillo 1 - 1 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 1 - 2 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 1 - 3 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 1 - 4 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 1 - 5 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 1 - 6 March 13, 2023 Project Number: 23-3001.1 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 1-05.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.7 Removal of Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, 2023 Asphalt Overlays/Murillo 1 - 7 March 13, 2023 Project Number: 23-3001.1 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. SECTION 1-05.9 IS SUPPLEMENTED BY ADDING 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. 2023 Asphalt Overlays/Murillo 1 - 8 March 13, 2023 Project Number: 23-3001.1 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: 2023 Asphalt Overlays/Murillo 1 - 9 March 13, 2023 Project Number: 23-3001.1 Sound Transit Federal Way Link Extension: Along S 259t" Place, from Pacific Highway to just east of I-5, Sound Transit will be performing utility work and roadway repair work. The contractor shall coordinate their construction work schedules with Sound Transit as to not disrupt, interfere, or cause delays to each of their respective construction work schedules. See Appendix for Sound Transit work plans. Highline Water District: Along S 259th Place, from approximately east of I-5 to 34' Avenue South, Highline Water District (HWD) will be completing utility work to their water main and water services including pavement restoration. This construction work by HWD is anticipated to be completed by May 31, 2023. As such, the contractor shall coordinate their construction work schedules with HWD as to not disrupt, interfere, or cause delays to each of their respective construction work schedules. See Appendix for Highline Water District's work plans. City of Kent HSIP Road Diet: Along S 259t" Place, from approximately Pacific Highway S to the Military Road intersection, the City of Kent will be completing a project to re-channelize the roadway to include bike lanes on both sides of the street, a middle turn lane, and other improvements. This Kent channelization project is anticipated to begin September 1, 2023. As such, the contractor shall begin their work on 259th following completion of the Highline Water District work as outlined above, and complete their work before August 1, 2023. After the roadway paving is complete, the contractor shall place temporary channelization tape to match existing conditions using field measurements or other resources. The contractor shall maintain temporary striping on 259th for the life of the project until the permanent channelization is in place. No Kent survey will be provided. Reference KSP Section 8-23. The contractor shall coordinate their construction work schedules with the City of Kent channelization contractor as to not disrupt, interfere, or cause delays to each of their respective construction work schedules. See Appendix for City of Kent HSIP Road Diet work plans. City of Kent 2023 Crack Sealing: Along SE 200th Street throughout the project length from Talbot Road South to 108t"Ave SE, the city of Kent is performing asphalt crack sealing to begin after June 22, 2023 with completion by August 18, 2023. The contractor's chip seal work shall be completed after the city's crack seal work. The contractor shall coordinate their construction work schedules with the City of Kent crack seal contractor as to not disrupt, interfere, or cause delays to each of their respective construction work schedules. See Appendix for City of Kent Crack Seal Exhibit. City of Kent Water System Improvements: Along SE 228th Street near 104t" Ave South, the city of Kent is performing watermain improvements from June 1, 2023 with completion by September 30, 2023. The contractor shall coordinate their construction work schedules with the City of Kent Water System contractor as to not disrupt, 2023 Asphalt Overlays/Murillo 1 - 10 March 13, 2023 Project Number: 23-3001.1 interfere, or cause delays to each of their respective construction work schedules. King County Metro Bus Coordination: For installation of the curb ramp along 132nd Ave SE, 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(cbkingcounty.gov 206-477-1140 Puget 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 2001h Street. The Contractor shall coordinate with SCWSD during construction. City of Kent Traffic Signal Engineer: The contractor is responsible for installing city owned temporary video detection cameras and new traffic loops at the intersections along S 259th Pl, SE 200th St, and S 196th Street. 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. SECTION 1-05 IS SUPPLEMENTED BY ADDING 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. 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. 2023 Asphalt Overlays/Murillo 1 - 11 March 13, 2023 Project Number: 23-3001.1 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 BY ADDING 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 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. 2023 Asphalt Overlays/Murillo 1 - 12 March 13, 2023 Project Number: 23-3001.1 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: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. 2023 Asphalt Overlays/Murillo 1 - 13 March 13, 2023 Project Number: 23-3001.1 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. 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. 2023 Asphalt Overlays/Murillo 1 - 14 March 13, 2023 Project Number: 23-3001.1 SECTION 1-07.4(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.4(2) COVID-19 Job Site Requirements The Contractor shall comply with all COVID-19 workplace health and safety measures established by the state Department of Labor & Industries or otherwise imposed by the Governor, the state Department of Health, or the Local Health Officer of Seattle-King County Public Health, or subsequent modifications to such health and safety measures as those authorities may issue, including providing all needed personal protective equipment. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General 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 IF THE ENGINEER'S ESTIMATE IS GREATER THAN OR EQUAL TO $1,000,000: 1-07.9(3) Apprentices All contracts with an estimated construction cost greater than $1,000,000 (one million dollars) shall require that 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. 2023 Asphalt Overlays/Murillo 1 - 15 March 13, 2023 Project Number: 23-3001.1 Definitions For the purposes of this specification, the following definitions apply: 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. 2023 Asphalt Overlays/Murillo 1 - 16 March 13, 2023 Project Number: 23-3001.1 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 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, 2023 Asphalt Overlays/Murillo 1 - 17 March 13, 2023 Project Number: 23-3001.1 or all officers and employees of the State also will include the City, its officers and employees. 1-07.15 Temporary Water Pollution Prevention SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan 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 1-07.17 IS 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- 2023 Asphalt Overlays/Murillo 1 - 18 March 13, 2023 Project Number: 23-3001.1 marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. Lumen Comcast Tanaiya Anderson Aaron Cantrell 253-313-8961 206-510-4222 (cell) TanaiyaAnderson@lumen.com Aaron Cantrel@comcast.com Puget Sound Enerciy Gas Puget Sound Ener4y Power Glenn Helton Gary Bradley 253-395-6926 253-234-6302 425-559-4647 (cell) Gary.Bradley alpse.com Glenn.Helton@)pse.com Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH; 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1-07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 2023 Asphalt Overlays/Murillo 1 - 19 March 13, 2023 Project Number: 23-3001.1 SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 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. 2023 Asphalt Overlays/Murillo 1 - 20 March 13, 2023 Project Number: 23-3001.1 1-08 PROSECUTION AND PROGRESS 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 2023 Asphalt Overlays/Murillo 1 - 21 March 13, 2023 Project Number: 23-3001.1 writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. 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 project includes work in areas near several Kent School District Elementary Schools. There is asphalt chip seal work along SE 200th Street near Springbrook Elementary, and cement concrete extruded curb installations at two locations including SE 248th Street near Daniel Elementary and SE 256th Street near Meridian Elementary. Also a curb ramp is included along 2023 Asphalt Overlays/Murillo 1 - 22 March 13, 2023 Project Number: 23-3001.1 108th Ave SE and road repair work on the eastbound off-ramp and west bound on-ramp along S 277th Street near Meadow Ridge Elementary. To minimize traffic impacts and school disruptions, work at these locations near the above schools shall occur only during the summer school break, which is to begin work after June 22, 2023 with completion by August 18, 2023. 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. 2023 Asphalt Overlays/Murillo 1 - 23 March 13, 2023 Project Number: 23-3001.1 SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) 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 2023 Asphalt Overlays/Murillo 1 - 24 March 13, 2023 Project Number: 23-3001.1 Time is of the essence of the Contract. Delays inconvenience the traveling public, obstruct traffic, interfere with and delay commerce, and increase risk to Highway users. Delays also cost tax payers undue sums of money, adding time needed for administration, engineering, inspection, and supervision. Because the Contracting Agency finds it impractical to calculate the actual cost of delays, it has adopted the following formula to calculate liquidated damages for failure to complete the physical Work of a Contract on time. Accordingly, the Contractor agrees: 1. To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for Physical Completion, and 2. To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor. Liquidated Damages Formula LID = 0.15*C / T Where: LID = 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. 2023 Asphalt Overlays/Murillo 1 - 25 March 13, 2023 Project Number: 23-3001.1 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. 1-09.11 Disputes and Claims SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11(3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor 2023 Asphalt Overlays/Murillo 1 - 26 March 13, 2023 Project Number: 23-3001.1 shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 Traffic Control Management SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1-800-521-0778 or 206-382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 1-10.3 Traffic Control Labor, Procedures, and Devices 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices 2023 Asphalt Overlays/Murillo 1 - 27 March 13, 2023 Project Number: 23-3001.1 When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1. Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: 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 write in a unit price less than the minimum price shown in the bid form, the minimum unit price shown in the bid form shall 2023 Asphalt Overlays/Murillo 1 - 28 March 13, 2023 Project Number: 23-3001.1 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 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 2023 Asphalt Overlays/Murillo 1 - 29 March 13, 2023 Project Number: 23-3001.1 Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1. The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. 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. 2023 Asphalt Overlays/Murillo 1 - 30 March 13, 2023 Project Number: 23-3001.1 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: 2023 Asphalt Overlays/Murillo 2 - 1 March 13, 2023 Project Number: 23-3001.1 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 BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 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 2023 Asphalt Overlays/Murillo 2 - 2 March 13, 2023 Project Number: 23-3001.1 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 Cement Concrete C- Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. The unit price contract price per lineal foot for "Saw Cut Existing Asphalt Concrete Pavement" 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. 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. 2023 Asphalt Overlays/Murillo 2 - 3 March 13, 2023 Project Number: 23-3001.1 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: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 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 2023 Asphalt Overlays/Murillo 2 - 4 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 2 - 5 March 13, 2023 Project Number: 23-3001.1 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 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 Engineer. 4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow .......................... 9-03.14(1) 4-03.3 Construction Requirements 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 noted. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements 2023 Asphalt Overlays/Murillo 4 - 1 March 13, 2023 Project Number: 23-3001.1 SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment 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. 2023 Asphalt Overlays/Murillo 4 - 2 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 5 - 1 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 5 - 2 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 5 - 3 March 13, 2023 Project Number: 23-3001.1 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 cracks 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: 2023 Asphalt Overlays/Murillo 5 - 4 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 5 - 5 March 13, 2023 Project Number: 23-3001.1 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 of ESAL's for the design and acceptance of the HMA in the contract shall be 11 million. 5-04.2(1) How to Get an HMA Mix Design on the QPL If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), comply with each of the following: • Develop the mix design in accordance with WSDOT SOP 732. • Develop a mix design that complies with Sections 9-03.8(2) and 9- 03.8(6). • Develop a mix design no more than 6 months prior to submitting it for QPL evaluation. • Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042. • Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. • Identify the brand, type, and percentage of anti-stripping additive in the mix design submittal. • 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. 2023 Asphalt Overlays/Murillo 5 - 6 March 13, 2023 Project Number: 23-3001.1 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 (JMF) gradation, and asphalt binder crude source and formulation have not changed. The Contractor may submit the certification no sooner than three months prior to expiration of the initial 12 month mix design approval. Within 7 calendar days of receipt of the Contractor's certification, the Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5-04.2(1)A Vacant 5-04.2(2) Mix Design — Obtaining Project Approval No paving shall begin prior to the approval of the mix design by the Engineer. 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. 2023 Asphalt Overlays/Murillo 5 - 7 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 5 - 8 March 13, 2023 Project Number: 23-3001.1 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 311t of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Temperature for Paving Compacted Thickness Wearing Course Other Courses Feet Less than 0.10 55-F 45-F 0.10 to 0.20 45-F 35-F More than 0.20 35-F 35-F 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum 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 2023 Asphalt Overlays/Murillo 5 - 9 March 13, 2023 Project Number: 23-3001.1 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. S-04.3(3) Equipment S-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 2023 Asphalt Overlays/Murillo 5 - 10 March 13, 2023 Project Number: 23-3001.1 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. S-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. S-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 2023 Asphalt Overlays/Murillo 5 - 11 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 5 - 12 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 5 - 13 March 13, 2023 Project Number: 23-3001.1 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. S-04.3(4)A Crack Sealing S-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 percent portland 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 to the portland cement and sand used in the sand slurry. 2023 Asphalt Overlays/Murillo 5 - 14 March 13, 2023 Project Number: 23-3001.1 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. S-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. S-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 '/a inch to 1 inch in width - fill with hot poured sealant. b. Cracks greater than 1 inch in width - fill with sand slurry. S-04.3(4)B Vacant S-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 2023 Asphalt Overlays/Murillo 5 - 15 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 5 - 16 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 5 - 17 March 13, 2023 Project Number: 23-3001.1 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 Adjustments 1. Job Mix Formula Tolerances - The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved IMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved IMF. Aggregate Percent Passing Non-Statistical Commercial Evaluation Evaluation 1" 3/4" 1/2" and 3/8" sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount 2023 Asphalt Overlays/Murillo 5 - 18 March 13, 2023 Project Number: 23-3001.1 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/s", and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content - The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant 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. 2023 Asphalt Overlays/Murillo 5 - 19 March 13, 2023 Project Number: 23-3001.1 S-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the 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. S-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. S-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: 2023 Asphalt Overlays/Murillo 5 - 20 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 5 - 21 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 5 - 22 March 13, 2023 Project Number: 23-3001.1 729 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. 2023 Asphalt Overlays/Murillo 5 - 23 March 13, 2023 Project Number: 23-3001.1 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 JMF is expected. A sublot shall be equal to one day's production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. 2023 Asphalt Overlays/Murillo 5 - 24 March 13, 2023 Project Number: 23-3001.1 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 in tons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General 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. 2023 Asphalt Overlays/Murillo 5 - 25 March 13, 2023 Project Number: 23-3001.1 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). 2023 Asphalt Overlays/Murillo 5 - 26 March 13, 2023 Project Number: 23-3001.1 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 PH for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) 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 of new HMA unless otherwise approved by the Engineer. The notched 2023 Asphalt Overlays/Murillo 5 - 27 March 13, 2023 Project Number: 23-3001.1 wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than 1/2 of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)B1 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 1/8 inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 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. 2023 Asphalt Overlays/Murillo 5 - 28 March 13, 2023 Project Number: 23-3001.1 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 a pre planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planing submittals. Planing operations shall be performed no more than 7 calendar days ahead of the time the planed area is to be paved, unless otherwise allowed by the Engineer in writing. Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor's planing equipment, using an Engineer approved method. 2023 Asphalt Overlays/Murillo 5 - 29 March 13, 2023 Project Number: 23-3001.1 Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. 5-04.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor's failure to conduct a pre-planing metal detection survey, or from the Contractor's failure to notify the Engineer of any hidden metal that is detected. 5-04.3(14)B Paving and Planing Under Traffic 5-04.3(14)B1 General In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as 2023 Asphalt Overlays/Murillo 5 - 30 March 13, 2023 Project Number: 23-3001.1 appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. C. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. 5-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation's activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. 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 2023 Asphalt Overlays/Murillo 5 - 31 March 13, 2023 Project Number: 23-3001.1 must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day's traffic control as it relates to the specific requirements of that day's planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day's planing, and paving. 2. A copy of each intersection's traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day's work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordination to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day's operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day's operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and 2023 Asphalt Overlays/Murillo 5 - 32 March 13, 2023 Project Number: 23-3001.1 paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. C. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planing and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed. g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planing, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving - additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type of equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type of equipment as it relates to meeting Specification requirements. C. Number of JMFs to be placed, and if more than one IMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one IMF is being placed at the time, and how pavers and MTVs are cleaned so that one IMF does not adversely influence the other IMF. d. Description of contingency plans for that day's operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 2023 Asphalt Overlays/Murillo 5 - 33 March 13, 2023 Project Number: 23-3001.1 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 Overlay Class 1/2", PG 58V-22" and "HMA 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 of the 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. The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA 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. 2023 Asphalt Overlays/Murillo 5 - 34 March 13, 2023 Project Number: 23-3001.1 The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: http://www.wsdot.wa.gov/Business/Construction/EscalationCla uses.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 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 Overlay Class 1/2", PG 58V-22" shall be full compensation for all costs incurred to 2023 Asphalt Overlays/Murillo 5 - 35 March 13, 2023 Project Number: 23-3001.1 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. The areas 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 of the full 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. "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 2023 Asphalt Overlays/Murillo 5 - 36 March 13, 2023 Project Number: 23-3001.1 shall be included in the unit cost per each for "Sneed Cushion" as shown on Kent Standard Plans 6-29a and 6-29b. 2023 Asphalt Overlays/Murillo 5 - 37 March 13, 2023 Project Number: 23-3001.1 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 The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ........ 9-05.7(2) PVC Pipe.................................................... 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined) ............... 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing 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. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2023 Asphalt Overlays/Murillo 7 - 1 March 13, 2023 Project Number: 23-3001.1 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: 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 insure 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 2023 Asphalt Overlays/Murillo 7 - 2 March 13, 2023 Project Number: 23-3001.1 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 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. 2023 Asphalt Overlays/Murillo 7 - 3 March 13, 2023 Project Number: 23-3001.1 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: N0 DUMP/IV •• 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 2023 Asphalt Overlays/Murillo 7 - 4 March 13, 2023 Project Number: 23-3001.1 "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" 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, 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. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: 7-12.2 Materials 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 2023 Asphalt Overlays/Murillo 7 - 5 March 13, 2023 Project Number: 23-3001.1 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 200t" Street Soos Creek Water and Sewer District Nate Miller 425-531-4116 253-797-1049 S 259t" 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 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 2023 Asphalt Overlays/Murillo 7 - 6 March 13, 2023 Project Number: 23-3001.1 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: 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 Monitoring Well 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. 2023 Asphalt Overlays/Murillo 7 - 7 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 8 - 1 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 8 - 2 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 8 - 3 March 13, 2023 Project Number: 23-3001.1 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 waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5(2) Item Bids The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this 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 2023 Asphalt Overlays/Murillo 8 - 4 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 8 - 5 March 13, 2023 Project Number: 23-3001.1 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: 2023 Asphalt Overlays/Murillo 8 - 6 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 8 - 7 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 8 - 8 March 13, 2023 Project Number: 23-3001.1 Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of "Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9)D Inspection 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 2023 Asphalt Overlays/Murillo 8 - 9 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 8 - 10 March 13, 2023 Project Number: 23-3001.1 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 BY ADDING 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 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 SECTION 8-03.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 2023 Asphalt Overlays/Murillo 8 - 11 March 13, 2023 Project Number: 23-3001.1 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. 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 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" "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, 2023 Asphalt Overlays/Murillo 8 - 12 March 13, 2023 Project Number: 23-3001.1 specifications and as directed by the Engineer. This price shall include any transitions from rolled curb to vertical curb. For cement concrete extruded curb installations at SE 248th Street near Daniel Elementary and SE 2S6th Street near Meridian Elementary, the price per lineal foot shall include painting the curb white. All work along these schools shall begin after June 22, 2023 with completion by August 18, 2023 to minimize traffic impacts and school disruptions. The unit contract price per each for "Anti-Racing Rumble Strips" shall be a grouping of nine (9) rumble strips, with each rumble strip measuring approximately 9-feet long, by 9-inches wide, and 3/4-inches tall. The unit contract bid price shall be considered complete compensation for all materials, labor, tools and equipment required to install the anti-racing rumble strips in accordance with the plans, specifications and as directed by the Engineer. This price shall include an 8-inch wide plastic MMAX line on top of the rumble strip, raised pavement markings and two (2) "BUMPS" signs to be installed per each rumble strip grouping. 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. 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 2023 Asphalt Overlays/Murillo 8 - 13 March 13, 2023 Project Number: 23-3001.1 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 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. 2023 Asphalt Overlays/Murillo 8 - 14 March 13, 2023 Project Number: 23-3001.1 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 pylons and traffic plastic curb with flexible posts. 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: 3M High Intensity Sheeting Reflexite PC 1 000 Dura-brite Plastic Curb shall be 'Impact Recovery Systems- Tuff Curb" or approved equal. Flexible Post shall be "Impact Recovery Systems- Tuff Post -Flexible Posts" or approved equal. The flexible posts 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. SECTION 8-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.3 Construction Requirements The pylon system shall be a surface mounted assembly that uses a separate base with a detachable pylon held in place by means of a locking device as shown in the Plans. 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 and Flexible post components shall be installed and connected together according to the manufacturer's instructions. 2023 Asphalt Overlays/Murillo 8 - 15 March 13, 2023 Project Number: 23-3001.1 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 Traffic pylon will be measured by the unit for each pylon furnished and installed. Flexible post will be measured by the unit for each flexible post furnished and installed. Plastic curb shall be measured by linear foot along the line of complete plastic curb including the tapered end cap. SECTION 8-10.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.5 Payment 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 2023 Asphalt Overlays/Murillo 8 - 16 March 13, 2023 Project Number: 23-3001.1 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. 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. 2023 Asphalt Overlays/Murillo 8 - 17 March 13, 2023 Project Number: 23-3001.1 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 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. 2023 Asphalt Overlays/Murillo 8 - 18 March 13, 2023 Project Number: 23-3001.1 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 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 Single Direction A," 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. Payment for the Detectable Warning Surfaces placed along 108th Ave SE shall be paid separately as described below. "Detectable Warning Surface," per each The unit contract price per each for the above item constitutes complete compensation for all materials, labor, tools and equipment necessary to install the detectable warning surfaces on 108t" Ave SE as shown on the drawings and in accordance with the Kent Special Provisions. 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. 2023 Asphalt Overlays/Murillo 8 - 19 March 13, 2023 Project Number: 23-3001.1 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(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. The 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 2023 Asphalt Overlays/Murillo 8 - 20 March 13, 2023 Project Number: 23-3001.1 All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(14) Temporary Video Detection System 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 CrafcoTm Loop Detector Sealant 271, or approved equal. Installation shall conform to the manufacturer's recommendations. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-In Cable SPECIFIED TESTS ARE REVISED AS FOLLOWS: 2023 Asphalt Overlays/Murillo 8 - 21 March 13, 2023 Project Number: 23-3001.1 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 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 2023 Asphalt Overlays/Murillo 8 - 22 March 13, 2023 Project Number: 23-3001.1 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 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 following intersections. S 259th/Reith and Military: (2) temporary video detection cameras: (1) for EB, (1) for WB. Both installed on the SE corner signal pole mast arm. S 196th/SR 181: (1) temporary video detection camera installed for EB on the SE corner signal pole mast arm. SE 200th/108th Ave SE: (1) temporary video detection camera installed for EB on the SE corner signal pole mast arm 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 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" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. 8-21 PERMANENT SIGNING 8-21.2 Materials SECTION 8-21.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2023 Asphalt Overlays/Murillo 8 - 23 March 13, 2023 Project Number: 23-3001.1 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 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 2023 Asphalt Overlays/Murillo 8 - 24 March 13, 2023 Project Number: 23-3001.1 informational signs as shown on the plans or directed by engineer and described in the specifications. 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) 2023 Asphalt Overlays/Murillo 8 - 25 March 13, 2023 Project Number: 23-3001.1 Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings. • Plastic Traffic Arrows • 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 °C) and to the required thickness without excessive overspray, running or deformation of the edges. Type A plastic materials shall be capable of bearing traffic within 5 minutes after application, 10 minutes when pavement surface temperature is at or above 130 °F(540C), and show no deformation or flaking at temperatures between -10 OF to 140 OF (- 23 °C to 60 °C). The marking compound shall contain glass beads and shall have top dressing of glass beads applied. Type B plastic material shall have glass beads homogeneously blended throughout the material with a securely bonded protruding exposed layer of beads that provide immediate and required retroreflectivity. No additional glass beads shall be needed to be dropped on the material during application to obtain the required retroreflectivity. MMAX AREA MARKINGS WITH CORUNDUM shall meet the requirements of Section 8-22.3(A). No glass beads are required. 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. 2023 Asphalt Overlays/Murillo 8 - 26 March 13, 2023 Project Number: 23-3001.1 All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). SECTION 8-22.3 IS SUPPLEMENTED WITH THE FOLLOWING: 8-22.3 Construction Requirements 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 >60ASTM E303 Hardness 50-60 ASTM D2240 Water Absorption <0.25% ASTM D570 Keep materials in dry, protected areas, between 40OF to 80°F. Keep out of direct sunlight and protected from open flame. Finished Color: E-F Bike Lake Green or White as specified in the contract plans. Methyl Methacrylate Resin: Methyl Methacrylate resin shall have the following properties:. Density 12.8 +/- 0.35 Lbs/Gal 2023 Asphalt Overlays/Murillo 8 - 27 March 13, 2023 Project Number: 23-3001.1 Tensile>2000 psi ASTM D638 Elongation >70% ASTM D638 Flash Point >50°F / 10°C ASTM D1310 Resin must be supplied in compliant metal pails that have UN1A2Y1.9/100 rating. Aggregate: Hardwearing Aggregate shall be provided by the manufacturer and will have a hardness of 9 on the Mohs scale. Aggregate shall be a neutral, light color that will not affect the color of the finished product, and will have a mesh sizing of 24 Grit. Aggregate must be supplied in 25.5 +/- lbs. (11.7 +/- 0.23kg) pre- packaged bags or pails. Catalyst: Catalyst shall come in a powder form and be supplied in bulk at the maximum usage rate of 0.51 +/-0.2 Ibs (0.23 +/- 0.09 kg) per mixed pail of resin and aggregate. Application: Ambient and surface temperature for installation shall be between 40- 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. 2023 Asphalt Overlays/Murillo 8 - 28 March 13, 2023 Project Number: 23-3001.1 SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting The Contractor shall use existing curb, gutter, and/or sidewalk as control to assist in preliminary spotting of the lines before beginning the placement of pavement markings. The Contractor shall be responsible for preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines shall be provided at transition points as required by Kent Standard Plan 6-74. Approval by the Engineer is required before the placement of permanent pavement marking. SECTION 8-22.3(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. 2023 Asphalt Overlays/Murillo 8 - 29 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 8 - 30 March 13, 2023 Project Number: 23-3001.1 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 '/a 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 2023 Asphalt Overlays/Murillo 8 - 31 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 8 - 32 March 13, 2023 Project Number: 23-3001.1 SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement The measurement for the following shall be measured by the completed linear foot: "Profiled Plastic Wide Lane Line" "Profiled Plastic Skip Lane Line" "Profiled Plastic Dotted Line" "Solid Plastic or paint Wide Lane Line" "Solid Plastic or paint Bike Lane Line" "Single Solid Plastic or paint Edge Line" "Single Solid Plastic or paint Centerline" "White Edge Line Paint Stripe" "Profiled Plastic Edge Line" "Plastic White Wide Line" The measurement for the above items will be based on the total length of each plastic or paint line installed. No deduction will be made for the unmarked area when the marking includes a broken line such as, wide broken lane line, drop lane line, or wide dotted lane line. "Profiled Plastic Double Yellow Centerline "Solid Double Yellow Plastic or Paint Lane Line" "Profiled Plastic TWLTL or Profiled Plastic Line" "TWLTL Plastic or Paint Line" "Double Wide Plastic or Paint Lane Line" 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. 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: "Profiled Plastic Wide Lane Line," per linear foot "Profiled Plastic Wide Line," per linear foot "Profiled Plastic Double Yellow Centerline," per linear foot "Profiled Plastic Skip Lane Line," per linear foot "Profiled Plastic Dotted Line," per linear foot 2023 Asphalt Overlays/Murillo 8 - 33 March 13, 2023 Project Number: 23-3001.1 "Profiled Plastic TWLT Line," per lineal foot "Plastic Stop Line (24 inch wide)," per linear foot "Plastic Stop Line (12 inch Wide)," per lineal foot "Single Solid Plastic or Paint Edge Line," per linear foot "Single Solid Plastic or Paint Centerline," per linear foot "Solid Plastic or Paint Wide Lane Line," per linear foot "Solid Plastic or Paint Bike Lane Line," per linear foot "Double Yellow Solid Plastic or Paint Lane Line," per linear foot "TWLTL Plastic or Paint Line," per linear foot "Cross Walk," per square foot "Rail Road Crossings," per each (Includes 3- 24" stop lines, 1- 20' X , and 2- Letter R "Arrows," per each "Letters," per each "Bike, Ped, and HOV Symbols," per each "Painted Curb," per lineal foot "Green Bike Lane Crossing," per square foot "Bike Lane Line in Sidewalk," per lineal foot "Speed Cushion," per each (Includes Type B Chevrons and 2 BUMP markings - one in each direction) "Raised Cross Walk," Each (Includes Crosswalk markings, Type B Chevrons, and 2 BUMP markings- one in each direction) "Raised Pavement Markers," per each "White Edge Line Paint Stripe," per lineal foot "White Plastic Edge Line," per lineal foot "Plastic White Wide Line," per lineal foot "Painted Wide Line," per lineal foot "Painted Skip Lane Line," per lineal foot "Plastic Bike Lane Line," per lineal foot "Plastic Bike Lane Symbol with Arrow," per each "Profiled Plastic Edge Line," per linear foot 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. For S 259t" Place, a city of Kent HSIP Roadway Diet project is anticipated to begin on September 1, 2023 to re-channelize the 2023 Asphalt Overlays/Murillo 8 - 34 March 13, 2023 Project Number: 23-3001.1 roadway from approximately Pacific Highway to Military Road. As such, after the contractor completes their roadway paving by August 1, 2023, the contractor shall place temporary channelization tape in the roadway to match existing conditions using field measurements or other resources with no Kent survey provided. Contractor shall maintain temporary striping on 259th for the life of the project until the permanent channelization is in place. See KSP Section 1-05.14 for further details. 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 26 T- eTL PAVEMENTREPAER Street, on aeeeFdanee with the Plans, i i Engineer. eF as designated by the The "Se nth 2771GeFFmder- n L rQcss'e•s the Green Riv d e l i' b s lceTi�s East Hill f re T-•f t s b"a s e enreFg e-e n 198�ham, Ave SE. Green River, adjacent to a residential eengn9unity park and surreunded by trees en beth sides ef the traH-. 2023 Asphalt Overlays/Murillo 8 - 35 March 13, 2023 Project Number: 23-3001.1 Aeeess te the repair site us linguted. The eentraeter shall enter and exit the repair area only frong the west along S-7)77 77 4� St—et, leeated /L: S1T ITL1 .. The tr-.:I ever the Green River mS net allowed. base repair area is leeated areund 6SE) feet east ef the tram! head at S 2771 i Gentraeter- shall take sufflement measures te prevent darriage te the ex stung trail surfaee er- trail edges with the F eenStFUetmen equipment eF o 26.4 Measurement Measurement ef i Crushed Surfacing TepCourse, and other werk these speeifleatmens. within these speeificatiens. 2023 Asphalt Overlays/Murillo 8 - 36 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 9 - 1 March 13, 2023 Project Number: 23-3001.1 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: 2023 Asphalt Overlays/Murillo 9 - 2 March 13, 2023 Project Number: 23-3001.1 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: 2023 Asphalt Overlays/Murillo 9 - 3 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 9 - 4 March 13, 2023 Project Number: 23-3001.1 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. 2023 Asphalt Overlays/Murillo 9 - 5 March 13, 2023 Project Number: 23-3001.1 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 2023 Asphalt Overlays/Murillo 9 - 6 March 13, 2023 Project Number: 23-3001.1 Concrete Foundation with Pelco Anchor Bolt Cage shall install Pelco Products Inc. Anchor Bolt Cage, Galv 3/4"-10NC x 18" w/ 36" Rebar 13" Bolt Circle (model AP-1095-GLV). 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. Scotch TM 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 TM#06147 Electrical Moisture Sealant, or approved equal. 2023 Asphalt Overlays/Murillo 9 - 7 March 13, 2023 Project Number: 23-3001.1 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. STORM 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 6-39 Cement Concrete Sidewalk End Transitions 6-40 Sidewalk Thickened Edge and Raised Back of Sidewalk 6-42 Residential Cement Concrete Driveway Approach 6-70a Mailbox Installation Type 1 (sheet 1 of 3) 6-70b Mailbox Installation Type 2 (sheet 2 of 3) 6-70c Mailbox Installation Type 1 and 2 (sheet 3 of 3) 6-72a Standard Monument, Monument Case, Cover and Riser 6-72b Alternate Diameter Monument Case Riser 6-74 Typical Lane Markings 6-75 Thermoplastic Crosswalk Markings 6-76 Thermoplastic Arrows, Stop Bars & Only Legend 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 6-98 Induction Loop Details 6-99 Induction Loop Installation Notes 6-100 Induction Loop Placement 2023 Asphalt Overlays/Murillo A - 1 March 13, 2023 Project Number: 23-3001.1 WIRE FABRIC NEWLY GRADED OR 3 DISTURBED SIDE SLOPE 2 2 FILTER FABRIC MATERIAL z FLOW \ N WASHED ROCK z NATIVE BACKFILL MATERIAL OR 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 (TYP) IF USED MAY ELIMINATE WIRE FABRIC) tt I i II I STEEL OR 2x4 A I � WOOD POSTS 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 �� ��� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ANY REQUIRED REPAIRS SHALL BE MADE OF WAtiq�I�� 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 w.8H .oro. 4. INSTALL THE SILT FENCE FIRST. AFTER 29 THE SILT FENCE HAS BEEN INSTALLED, R k� DESIGNED COK SCALE NONE STANDARD FAN CONSTRUCT BERM AND TRENCH. �SSIORAWN COK NAL DCHECKED COK DATE 12/2019 APPROVED ENGINEER 5-31 DUMPIV6 - --------------------------- <•} •. -------- ------ PUBLIC CATCH BASIN MARKER a M 40 • s f PRIVATE CATCH BASIN MARKER NOTE: 1. CATCH BASIN MARKER SHALL BE AFFIXED WITH MANUFACTURER'S EPDXY IN DRY WEATHER,40 DEGREES AND WARMER.IF CURB EXISTS, MARKER IS PLACED ON TOP OF CURB. IF RAISED EDGE PAVEMENT, MARKER PLACEMENT IS ON THE WEDGE. IF NEITHER EXIST, MARKER WILL BE PLACED ON SIDE LEAST EXPOSED TO TRAFFIC. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �� ��Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WAtighrl�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • KENT STORM DRAIN MARKERS 8296 WA�HINGTOM 3 � �' ol DESIGN OOK ST�' �'�� DRAWN ED COK SCALE NONE STANDARD PLAN SSIONAL � CHECKED COK JDATE 12A2019 G Z APPROVED ENGINEER J J EXISTING CURB A 1'WIDE THERMOPLASTIC STRIPE AND GUTTER 00 B 'i B io Lu YELLOW CENTERLINE(SEE g g N �L STANDARD PLAN 6-73), zo ', SEAL COAT ENTIRE AREA EXTEND CENTERLINE w OVER AND 30'IN ADVANCE OF CUSHION. w SEE SPEED CUSHION SIDE u 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 m C BUTT T JOINT 6' 8' NOTES: 1. SIGNS AND MARKINGS TYPICAL BOTH DIRECTIONS. SPEED DISTANCE TO SIGN BUMPS ( 2. SEE STANDARD PLANS 6-82&6-83 FOR SIGN INSTALLATION. AHEAD TO BE DETERMINED IN 3. A TEMPLATE MUST BE USED IN SHAPING THE SPEED CUSHION. THE FIELD BY THE ENGINEER 4. SPEED CUSHION MUST BE MADE IN TWO LIFTS. 15 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 YELLOW,4"LETTERING PAVEMENT DETERMINED TO BE IN GOOD CONDITION BY THE ENGINEER. W13-1, 18"x18" NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN r ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER �ji FREY t� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF WAS�I j KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT 1111 ENGINEERING DEPARTMENT �� TRAFFIC CALMING KENT SPEED CUSHION �d 38296 W"' —T— SHEET 1 OF 2 l,w LGIST � 1~� DESI NED COK COK SCALE NONE STANDARD PLAN SSIONAL � CHECKED COK DATE 11/2020 6—29 CI ENGINEER APPROVED 1' 1' VARIES" 1' 2' 1' 4' 1' 2' V VARIES" 1' 1' TYP CURB SEE DETAIL BELOW TYP CURB PLANE 1/2"OFF 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 TYP TACK COAT EXISTING 6' SN 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 F RE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WAS AA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF h,I THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • TRAFFIC CALMING KENT SPEED CUSHION 9 WA•HINGTON SHEET 2 OF 2 2 DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK g10IVAL CHECKED COK DATE 8/2020 6-29b ENGINEER APPROVED 12" 6" Lu 911 1011 5 1 2" a 2 1/2 5" �f ti u- L y\ < EPDXY LL ADHESIVE N o FOR FRESH - �� Lu CONCRETE �o Lu 0 1'R 1 R COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 18" 30 LB ROOFING FELT,6 MIL PLASTIC COMBINED CURB AND GUTTER OR APPROVED EQUAL CL OF CURB SEE NOTE 4 IS 10.1 2' 3 1/2", 5'-0"HAND TROWELED I—'I % TAPER SECTION 1%MIN. - — P 20MAX. v a 6"All 2411 _ ROLLED CURB N I N r-I iO SIDEWALK 4" 12" MAINTAIN EDGE 2411 OF CONCRETE CURB---- ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL 1/2" FOR POSITIVE SLOPE LIP BETWEEN GUTTER AND CURB 1"FOR NEGATIVE SLOPE }5� 2%MAX. /o MAX, -SLOPE` GUTTER SHALL BE 8" THICK AND REINFORCED = io WHEN INSTALLED NEAR tO COMMERCIAL DRIVEWAYS 12" 6" 12" 6" IS ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL, 4. DESIGN SIDEWALK CROSS GRADE SHALL FACE OF CURB SHALL UNLESS WITHIN DRIVEWAY SECTION, BE 1.5%.CONSTRUCTION TOLERANCE -- - -1--r}r NOT EXTEND BEYOND SEE DRIVEWAY STANDARD PLANS. SHALL BE 1% MIN AND 2%MAX. THE FACE OF GUARDRAIL TOWARD 2• ROLLED CURB MAY ONLY BE USED 5. FORMS SHALL BE STEEL UNLESS THE TRAFFIC LANE WITHIN A CUL-DE-SAC OR ON A PRIVATE OTHERWISE APPROVED. FORMS SHALL 811 STREET(KENT STD. PLAN 6-18). BE SET TRUE TO LINE AND GRADE AND 1 1 2" SECURELY STAKED PRIOR TO CONCRETE 3. IN ROADWAY SECTIONS WITH SUPER PLACEMENT. ELEVATION,THE GUTTER PAN WILL ,VARIES MATCH THE ADJACENT PAVEMENT SLOPE. j NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER D SIB THE CITY OF KENT.APPROVED PUBLICATION ACOPY MAYB E I S KEPT O N FILE AT OBAINEDU ON REQUEST. �� I� PAVEMENT a4 - CITY OF KENT EXTRUDED CURB UNDER GUARDRAIL c � ENGINEERING DEPARTMENT KENT CEMENT CONCRETE 38296 �� WASHINGTON CURBS 0 ISmF74L� �� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �IOIVAL �� CHECKED COK IDATE 9/2020 6—J J ENGINEER APPROVED 3/8" EXPANSION JOINT FULL DEPTH BOND BREAK MATERIAL: (TYP.)SEE NOTE 2 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL. SEE NOTE 6 CB FULL WIDTH ADA DETECTABLE U WARNING SURFACE(TYP.) 1 1 1 ♦ CURB RAMP 1 1 FULL DEPTH BOND BREAK MATERIAL: OR DRIVEWAY 1 j 30 LB ROOFING FELT,6 MIL PLASTIC 1 ♦ OR APPROVED EQUAL. SEE NOTE 6 I 1/4"WIDE x 25%SLAB DEPTH (1"MIN.) CONTRACTION/CONTROL JOINT(TYP.)SEE NOTE 4 3/8" EXPANSION JOINT �CB (TYP.)SEE NOTE 2 SEE KENT STANDARD PLAN SECTION 5 FOR BLDG ADDITIONAL CB GRATE 1/4"WIDE x 25%SLAB DEPTH REQUIREMENTS (1" MIN.)CONTRACTION/CONTROL -- JOINT(TYP.)SEE NOTE 4 3/8" EXPANSION JOINT (TYP.)SEE NOTE 1 LEGEND: A - --- A f� BOND BREAK JOINT EXPANSION JOINT ----- CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: 4"THICK SIDEWALK 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL NOTES: SECTION A-A 1. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS, INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED 1/4"RADIUS EDGING TOOL.ON SEPARATE POUR INSTALL AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF BOND BREAK JOINT MATERIAL FULL DEPTH BETWEEN THE AASHTO M33(ASTM D994). CURB OR THICKENED EDGE,ADA RAMP AND THE ADJACENT SIDEWALK. 2. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT 150 FOOT 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND MAX.INTERVALS,AT SIDES OF DRAINAGE INLETS AND AT P.C.AND P.T. OF OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS CURB RETURNS,WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE SLIP-FORMING,A PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL GRADE OF THE SURROUNDING SIDEWALK. SUCH DEPTH MAY BE USED. APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR SEPARATED BY PLANTING STRIP. 4. CONTRACTION/CONTROL JOINTS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CONSISTING OF 1/4"WIDE x 25%SLAB AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DEPTH SHALL BE TOOLED INTO ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WA THE THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONCRETE FINISH AND SHALL BE MADE I� IN SIDEWALK AT FIVE FOOT INTERVALS, � �} ����j CITY OF KENT INTERMEDIATE TO THE EXPANSION `'�` ENGINEERING DEPARTMENT JOINTS. KENT CURB AND SIDEWALK JOINT 5. AS ALTERNATIVE TO EXPANSION JOINTS W-HINo*o• EXAMPLE AROUND STRUCTURES, REINFORCING �� 3829- �� BARS MAY BE EMBEDDED IN CONCRETE O�1,� ��ISmF]g� �� DESIGNED COK SCALE NONE STANDARD FLAN c/�Y (y� DRAWN COK ON FOUR SIDES OF STRUCTURES. SIONAL �� CHECKED COK IDATE �2A2019 6-34 APPROVED ENGINEER EXPANSION150'MAX. BROOMED FINISH JOINT(TYP.) 5' 5' PERPENDICULAR SEE DETAIL"A" 4"SHINE TYP. 2"SHINE TO PEDESTRIAN FINISH \ FINISH TRAVEL(TYP.) EXPANSION ♦♦ A ♦♦ JOINT(TYP.) SIDEWALK ♦ \ WIDTH VARIES ♦♦♦♦ �V�� ♦ ♦ SEE DETAIL"A" WIDTH VARIES ♦ \ PLANTER STRIP CONTRACTION/CONTROL V A (WHEN REQ'D) JOINT(TYP.)SEE DETAIL"B" A CURB AND GUTTER \ SS EXPANSION JOINT FOR NEW SEWER CONSTRUCTION; EXPANSION JOINT (TYP.)SEE DETAIL"A„ STAMP FACE OF CURB WHERE SIDE \ (TYP.)SEE DETAIL"A" SEWER CROSSES PERPENDICULAR TO CURB. 3"HIGH LETTERS 1/4"DEPTH. 150'MAX. 4"SHINE 2"SHINE FINISH FINISH 4" v 4" 2" 3/8"x FULL DEPTH EXPANSION JOINT 2" CONTRACTION/CONTROL MATERIAL, 150' MAX. O.C. SEE NOTES JOINT, 5'O.C.SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: PEDESTRIAN TRAVEL DIRECTION 4" 1.5% 30 LB ROOFING FELT, 6 MIL PLASTIC SHINE MAX OR APPROVED EQUAL DRIVEWAY FINISH SIDEWALK SEE NOTE 6 1.5% 411 f- 4"CONCRETE PER WSDOT STD. SPECIFICATION 8-14 4" MIN. 211 2"CRUSHED SURFACING 6"CEMEN CONCRETE DRIVEWAY APRON 3/8"x FULL DEPTH TOP COURSE AND GUTTER FOR RESIDENTIAL DRIVEWAYS. EXPANSION JOINT 8"REINFORCED CEMENT CONCRETE APRON MATERIAL,SEE CURB,GUTTER AND SIDEWALK CROSS SECTION AND GUTTER FOR COMMERCIAL DRIVEWAYS. NOTE 1 DRIVEWAY CROSS SECTION NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE 7. WHERE SIDEWALK CROSSES HYDRANT LATERAL; CENTER 3'WIDE PANEL ACROSS LATERAL, USE EXPANSION JOINT,SEE KENT PLACED AT 150'O.C.SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE STANDARD DETAIL 3-1. IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). 8. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4"WIDE BY 25%SLAB DEPTH; APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A 1" DEEP FOR 4"SLAB, 1.5" DEEP FOR 6"SLAB, 2" DEEP FOR 8"SLAB, AT 5' SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SPACING. SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB &GUTTER AND SIDEWALK AT P.C. &P.T.AT NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ALL CURB RETURNS AND ALL ANGLE POINTS. ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER F RE�- AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 4. FORM AND SUB-GRADE INSPECTION pF WAShr1 KENT.A COPY MAY BE OBTAINED UPON REQUEST. REQUIRED BEFORE POURING CONCRETE. CITY OF KENT DQ ENGINEERING DEPARTMENT 5. EXPANSION JOINTS IN SIDEWALKS AND CURBS SHALL BE ALIGNED WITH EACH KENT EXPANSION AND OTHER AND NOT OFFSET. � 38296 WAt NINOTON CONTRACTION/CONTROL JOINTS � �� 6. DESIGN SIDEWALK CROSS GRADE SHALL IST � DESIGNED COK SCALE NONE STANDARD PLAN BE 1.5%. CONSTRUCTION TOLERANCE ��gIONAL � CHECKED CO" DATE s/zozo SHALL BE 1%MIN AND 2%MAX. ENGINEER 6-35 APPROVED WIDTHS VARY CF MFNT CR� / SIOF wq�T I.S, 6'MIN.CEMENT CONCRETE Mq� TRANSITION RAMP p4,qlv A TFRSTRIp � � 4'MIN. SX0 S�OpF q�: A ASPHALT SHOULDER VARIES 4'-10',TAPER TO MATCH EXISTING 4'MIN. 1:1 TAPER SHOULDER WIDTH, WIDTHS VARY TYPE I SEE NOTE 4 CF Co MFNT 6' MIN., 15'MAX. SIB CEMENT CONCRETE Wq4 k �qS o /. / TRANSITION RAMP X p441VTFR ST FIXED PEDESTRIAN RIp �S� BARRICADE. SEE KENT S�OpFq STANDARD PLAN 6-71b TYPE II NOTES: 6'MIN. 4'MIN. CEMENT CONCRETE 1. SEE ROADWAY CROSS SECTION SIDEWALK AND RAMP 15'MAX. DETAILS FOR SIDEWALK WIDTHS. MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE 2. SHOULDER SHALL BE SURFACED TO 7.5%MAX SHOULDER MATCH ADJACENT ROADWAY; PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE 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, �� ��� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF CABLE VAULTS AND OTHER pF WASh,I KENT.A COPY MAY BE OBTAINED UPON REQUEST. APPURTENANCES WITHIN THE � E CITY OF KENT SIDEWALK LIMITS MUST INCLUDE A C'\�' � ENGINEERING DEPARTMENT DQ SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING • CEMENT CONCRETE SIDEWALK SIDEWALK. SUCH APPURTENANCES KENT END TRANSITIONS SHALL NOT BE PLACED WITHIN THE �� 38296 �� WASHINGTON SLOPES OF ADA RAMPS OR DRIVEWAY 0� dG1 SfI1�� �� DESIGNED COK SCALE NONE STANDARD PLAN WINGS. DRAWN COK g10IVAL �� CHECKED COK DATE 10/2020 6-39 ENGINEER APPROVED 4"DEPTH CEMENT CONCRETE SIDEWALK #4 J Z a o � F Z J l0 2 Q F #4 O '" o z 2" MIN. DEPTH%"CRUSHED #4 @ 12' SURFACING TOP COURSE o J � 10" MIN. U N � PROVIDE 2" MIN.COVER ON ALL REBAR SIDEWALK WITH THICKENED EDGE 6" N Q #4 4"DEPTH CEMENT #4 @ 12" CONCRETE SIDEWALK o #4 N 1_0 2" MIN. 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 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WASNI�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT • SIDEWALK THICKENED EDGE AND KENT 38296 RAISED BACK OF SIDEWALK ox � �' Wwsxixor 9,> ��r ST- �'�� DRAWN N ED COK S COK CALE NONE STANDARD PLAN SSIONAL � CHECKED COK I DATE 12/2019 A O APPROVED ENGINEER `'F 5 5 SIDEWALK NOT LOWERED p�q NEW OR EXISTING PRIVATE DRIVEWAY WIDTH AS SPECIFIED \ A ON PLANS; 12' MIN.TO 20'MAX. \ IN \ 4"SCH 40 PVC SLEEVE CAPPED \ IN 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 A<qN STRIPER 5'(TYP.) IL z J 1'-6" 5' DRIVEWAY 5'SIDEWALK Vi_ ARIES 1/2"TYP SEE NOTE 6 6" 1"FOR REVERSE I 61I SLOPE DRIVEWAY 6" 120 1 NOTES: - z 1. CONCRETE SHALL BE PORTLAND CEMENT CONCRETE MIX WITH A 6" N CRUSHED SURFACING TOP COMPRESSIVE STRENGTH OF 3000 PSI FULL DEPTH BOND BREAK COURSE 4"MIN. DEPTH IN 3 DAYS. FINISH SHALL BE BRUSHED MATERIAL: 30 LB ROOFING 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 ��� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 5. ENTERING SIGHT DISTANCE SHALL pF WASh,I�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. MEET AASHTO STANDARDS AND DETAILS 6 50 THRU 6-54. �Q � p CITY OF KENT DQ `��' ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE • RESIDENTIAL CEMENT CONCRETE SHALL BE 1.5%.CONSTRUCTION KENT TOLERANCES SHALL BE 1%MIN AND 29 WASHINGTON DRIVEWAY APPROACH 2%MAX. LL� DESIGNED COK CALE NONE STANDARD PLAN <7�Y DRAWN COK S g10IVAL ICHECKED COK IDATE 9/2020 6-42 ENGINEER APPROVED VARIES VARIES 6"TO 12" 6"TO 12" EDGE OF TURNOUT FACE OF CURB WOOD OR z a < STEEL POST 0.17'MAX. (STEEL POST v v STEEL TUBE vLn SHOWN) i0 N CURB ANTI-TWIST PLATE, N ANTI-TWIST PLATE, SEE WSDOT STANDARD SEE WSDOT STANDARD PLAN H-70.10 PLAN H-70.10 TYPE 1 (STEEL POST OPTION) TYPE 1 INSTALLED BEHIND CURB VARIES 6"TO 12" VARIES 6"TO 12" EDGE OF TURNOUT BACK OF SIDEWALK z_ x¢ z x WOOD OR 4"x4"MAX. STEEL POST WOOD POST v (STEEL POST I SHOWN) i /\ \ SIDEWALK N ANTI-TWIST PLATE, SEE WSDOT STANDARD PLAN H-70.10 TYPE 1 (WOOD POST OPTION) TYPE 1 INSTALLED BEHIND SIDEWALK NOTE: 1. ALL LOCATIONS TO BE COORDINATED NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN WITH AND APPROVED BY THE US ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER POSTAL SERVICE POSTMASTER. �y RE� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 0 WA KENT.KENT.A COPY MAY BE OBTAINED UPON REQUEST. 2. SEE WSDOT STANDARD PLANS H-70.10 AND H-70.20 FOR DETAILS. F� ,��'41 �p CITY OF KENT ` ENGINEERING DEPARTMENT 3. SEE KENT CONSTRUCTION MAILBOX INSTALLATION STANDARDS 6.11.A. KENT TYPE 1 29 WA•HINGTON SHEET 1 OF 3 4. ALL MAILBOX INSTALLATIONS SHALL W DESIGNED COK SCALE NONE STANDARD PLAN MEET CURRENT ADA STANDARDS. DRAWN COK g10NAL CHECKED COK JDATE 9/2020 6—7 a ENGINEER APPROVED SEE WSDOT STANDARD H-70. PLAN H-70.20.0 FOR TUBE CONNECTION Z_ X u, TWO 5/16"x4 1/2" BOLTS MAILBOX SUPPORT DIRECTION WITH TWO FLAT WASHERS SEE SECTION 6.11.A 7 AND ONE LOCKOUT OF TRAFFIC POST ANCHORING SYSTEM N NOTES: ANGLE LEG 1. SEE STANDARD PLAN 6-40 FOR FRONT VIEW SIDE VIEW SIDEWALK REQUIREMENTS. TYPE 2 2. SEE WSDOT STANDARD PLAN (MULTIPLE BOX INSTALLATION) H-70.20-00 FOR DETAILS. 3. ALL MAILBOX INSTALLATIONS SHALL MEET CURRENT ADA STANDARDS. 5'-0" MIN.CLEAR WIDTH 0 0 0 0 0 0 0 0 0 0 0 0 1'_4" MOUNT ON PEDESTAL 0 0 0 o MAX. PROVIDED WITH N.D.C.B.U. UNIT rF 6" 1 PLANTING STRIP WIDTH 0' ANCHOR BOLT PATTERN PER TO VARIABLE N.D.C.B.U. PEDESTAL TEMPLATE EXPANSION JOINT EXPANSION JOINT EXPANSION JOINT i0 a �0 a VERTICAL CURB a a a SEE NOTE 2 SEE NOTE 2 FRONT VIEW SIDE VIEW TYPE N.D.C.B.U. INSTALLATION NOTES: (NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN 1. THE POSTMASTER OR DESIGNATED ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER SERVING POST OFFICE WILL DESIGNATE �� ��Y AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF LOCATIONTHE OF MAI BOXE D ER OF pF 'WA�hr KENT.A COPY MAY BE OBTAINED UPON REQUEST. GROUP a CITY OF KENT 2. INSTALLATION OF N.D.C.B.U. ^^^��� ENGINEERING DEPARTMENT (INCLUDING CONSTRUCTION OF BASE) • MAILBOX INSTALLATION SHALL BE COORDINATED WITH U.S. KENT TYPE 2 POSTAL SERVICE. 29 WASHINGTON SHEET 2 OF 3 DESIGNED COK SCALE NONE STANDARD PLAN 3. SEE STANDARD PLAN 6-34 FOR CURB 1�Iq DRAWN COK �] AND SIDEWALK JOINTS. �jONAL CHECKED COK DATE 9/2020 -70b APPROVED ENGINEER V A VARIES 5' MAX. EXPANSION JOINT(TYP) < SIDEWALK SIDEWALK o MAILBOX CLUSTER (D PLANTING STRIP En a U) a a a if VERTICAL CURB A PLAN F . DISTANCE APPROVED BY SEE KENT STANDARD PLAN 6-70a AND POSTMASTER WSDOT STD. PLANS H-70.10 AND H-70.20 FOR INSTALLATION DETAILS 0 NOTES: SECTION A-A 1. CURB AND GUTTER INSTALLATION PER KENT STANDARD PLANS 6-33 AND 6-34. 2. SIDEWALK SCORE MARKS PER KENT STANDARD PLANS 6-34 AND 6-35. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WAS 3. MAILBOX INSTALLATION PER KENT �� WA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT STANDARD PLAN 6-70a,6-70b AND � pF h,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. WSDOT STANDARD PLANS H-70.10 � 4� "r CITY OF KENT AND H-70.20. � `�� Z� ENGINEERING DEPARTMENT 4. ALL LOCATIONS TO BE APPROVED BY • MAILBOX INSTALLATION AND COORDINATED WITH THE KENT TYPE 1 AND 2 POSTMASTER. 29 �+ WASHINGTON SHEET 3 OF 3 'W DESIGNED COK NONE STANDARD PLAN SDRAWN COK CALE 5. ALL MAILBOX INSTALLATIONS SHALL �SSIONAL CHECKED COK DATE 9NONE MEET CURRENT ADA STANDARDS. ENGINEER/2020 G-7OC APPROVED 8" RISER RING DIMENSIONS A 1 3/8" 1 7/8" 2 7/8" cccc� I W (SIZE) 11"DIA. r� 9 1/2"DIA. �l b 3/4" A N uSP 8"DIA. �I PLAN OF COVER 9 1/16"DIA. PLAN OF 8"DIA. RISER FINISHED GRADE I FINISHED GRADE CONCRETE ASPHALT PAVEMENT PAVEMENT 9 1/4"DIA. COVER 4"MIN. 3" BRASS ASPHALT DISC 3/8" PAVEMENT 3" RISERLo `V o I o a CONCRETE AS U) SPECIFIED FOR a ROADWAY VOID OF a r, MATERIAL a 10"- 12" a 5 1/2' Q 8" DIA. p1 1"MIN./6"MAX. w CONCRETE _ w Ln o COLLAR d If s w w a a d ° of MONUMENT ° 2"(TYP.)° a ° m a � N 5 3/4„R. 1 1/2" Ln 0 0 MIN. z NATIVE MATERIAL NOTES: SECTION 1. MONUMENT CASE AND COVER- EAST 5. CONCRETE SHALL BE A"COMMERCIAL CLASS" JORDAN IRON WORKS, PART NO. 369505 CONCRETE OR AS OTHERWISE SPECIFIED. OR PRE-APPROVED ALTERNATIVE. 6. PAVEMENT SHALL BE AS SPECIFIED. 2. MONUMENT CASE RISER-EAST JORDAN 5 ~ IRON WORKS, PART NO. 1 1/2"-369590 7. FOR ALTERNATE DIAMETER RISERS SEE PLAN OF MONUMENT 2" -369592 KSP 6-72b. 3" -639594 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OR PRE-APPROVED ALTERNATIVE. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE SHOPE CONCRETE �� ��� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3. MONUMENT POST PRODUCTS, PART NO. 104 OR ���F WAtigh,I THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PRE-APPROVE ALTERNATIVE. �� � �� CITY OF KENT ENGINEERING DEPARTMENT 4. THE CASTINGS SHALL BE GRAY IRON STANDARD MONUMENT, CASTINGS,ASTM DESIGNATION A-48, KENT MONUMENT CASE, COVER CLASS 35B.THE COVER AND SEAT SHALL W-HI"'T'" AND RISER BE MACHINED SO AS TO HAVE PERFECT �A 38296 0 CONTACT AROUND THE ENTIRE � ��ISmF]g� �� DESIGNED COK DRAWN COK SCALE NONE STANDARD FLAN CIRCUMFERENCE AND FULL WIDTH OF �SSIONAL t CHECKED COK IDATE 12/2019 BEARING SURFACE. APPROVED ENGINEER 6-72a 7" CASE RISERS - EAST JORDAN IRON WORKS 8"ALT. CASE RISERS-EAST JORDAN IRON WORKS A 1" PART# 1 1/2" PART# 2" PART# 3"PART# COVER PART# A 1 1/2"PART# 2"PART# COVER PART# (SIZE) 369068 369090 369092 1 369094 369027/3690C (SIZE)1 368090 1 368092 3680A2 FOGTITE CASE RISERS - FOGTITE METER SEAL CO. A 1" PART# 2" PART# 2 1/2"PART# 3" PART# COVER PART# (SIZE) VB RISER 4# VB RISER 5# VB RISER 5 1/2# VB RISER 6# 0-1 VB 8# NEW FINISHED GRADE I NEW FINISHED GRADE ASPHALT PAVEMENT DIA.VARIES ASPHALT PAVEMENT DIA.VARIES A TACK TACK COAT(TYP.) COAT (TYP.) DIA.VARIES OLD FINISH I SOLD FINISH GRADE GRADE CONCRETE I ASPHALT PAVEMENT PAVEMENT o �C�� o 4 Z EXISTING UNDISTURBED CASE c oOoOoOo MONUMENT �OoOoOoO =1 =1 =111=111=1 I =i l=i' NATIVE MATERIAL—I I 1=111=111-111-111=111=111=111 SECTION NOTES: 1. MONUMENT CASE RISER-SEE 6. IF MONUMENT CASE IS TO BE DISTURBED APPROPRIATE TABLE ABOVE OR THEN A NEW MONUMENT,CASE AND COVER PRE-APPROVED ALTERNATIVE. IS TO BE INSTALLED PER KENT STANDARD PLAN 6-72a. 2. MONUMENT CASE COVER-SEE APPROPRIATE TABLE ABOVE OR PRE-APPROVED ALTERNATIVE. 3. THE CASTINGS SHALL BE GRAY-IRON NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CASTINGS,ASTM DESIGNATION A-48, �� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CLASS 30.THE COVER AND SEAT SHALL ��� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT BE MACHINED SO AS TO HAVE PERFECT OF WA Sh rI THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONTACT AROUND THE ENTIRE � a CITY OF KENT CIRCUMFERENCE AND FULL WIDTH OF kl '�� �� ENGINEERING DEPARTMENT BEARING SURFACE. �j • KENT ALTERNATE DIAMETER ftoOo 4. CONCRETE SHALL BE CLASS 4000. � Ww�„,„,r, MONUMENT CASE RISER � 38296 � �' 5. PAVEMENT SHALL BE AS SPECIFIED. 0� IST_ tiS� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �SSIONAL � CCHECKED COK DATE 12/2019 I^► APPROVED ENGINEER "(�-7 2" 1' 10 30' TRAFFIC DIRECTION 0 0 0 0 0 0 0 0 0 4,'GAP VARIES (300'MAX.) 5' ! 2.5' TWO WAY LEFT TURN LANE 0 0 0 0 0 0 0 0 0 TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 20' 8"WHITE LINE 0 o TYPE 2W RPM TYPE 2YY RPM o 0 4"GAP 4"GAP 20' �� 4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11' 1 .IN 30' 11' 30' D �o TYPE 2W RPM �TYoPE 2Y RPM 4" 137 WHITE LINE 4 YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE 6' 8' 0 0 0 n a�TYPE 2W RPM 4"WHITE OR YELLOW LINE 4"GAP 8"WHITE LINE EDGE LINE DOTTED WIDE LINE TRAFFIC DIRECTION 3' 9' 21'(TYP.) 18"YELLOW BARRIER 1„ �I LINE TYPE 2W RPM�B� 90 $� OR 8"WHITE LINE �j DROP LANE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED TRAFFIC DIRECTION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN �� ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER BARRIER LINE �� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF WAShr1 KENT.A COPY MAY BE OBTAINED UPON REQUEST. NOTE: �� �� CITY OF KENT ENGINEERING DEPARTMENT 1. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. • KENT TYPICAL LANE MARKINGS 2. RAISED PAVEMENT MARKERS(RPM'S) d� 38296 �� WASHINGTON SHALL BE INSTALLED PER WSDOT I ymF7�� �� DESIGNED COK SCALE NONE STANDARD PLAN STANDARD SPECIFICATIONS 8-09, DRAWN COK �SSIpNAL � CHECKED cOK DATE s/zozo 9-02.1(8),9 26.2 AND 9-21. crn ENGINEER 6-74 APPROVED } Q 0 24"WHITE THERMOPLASTIC EQUALLY 0 CROSSWALK LINE SPACED(TYP) z z 24" w ui > F o l 1 10' ui ui z w 4'MIN 12" O 0 I 0 O O 0 I O 0 12"-24"WHITE STOP LINE, TIRE TRACKS(TYP.) WIDTH AS DIRECTED BY THE ENGINEER *TYPICAL 4 LANE ROADWAY CONFIGURATION *NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME 4. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. CONFIGURATION APPLIES,CENTER THERMOPLASTIC BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED 5. THE CROSSWALK WIDTH IS 12'IN DOWNTOWN OVERLAY PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE DISTRICT. THERMOPLASTIC. 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. GLASS BEADS(PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER �-U AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF WAShr1 KENT.A COPY MAY BE OBTAINED UPON REQUEST. 44 �� CITY OF KENT CQ ` -w' ENGINEERING DEPARTMENT • T THERMOPLASTIC CROSSWALK KEN MARKINGS 38296 WAt NINOTON 0 GIST �� DESI NED COK COK SCALE NONE STANDARD PLAN �gIOIVAL � CHECKED COK DATE 9/2020 6-75 ENGINEER APPROVED 0 3'-7 zo 5'-9" f� �1 V-8" T-O" 0 0 0'-6" N O p N N •--I rl 0'-6 0'-6" r 0'-6"� NOTES: 1. THERMOPLASTIC TYPE'A'MATERIAL SHALL BE USED,UNLESS 3. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. DIRECTED OTHERWISE BY THE ENGINEER. PLACEMENT PER WSDOT STANDARD SPECIFICATION 8-22,MATERIALS PER WSDOT 9-34. 2. GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN t ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FRE(� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF LENGTH VARIES pF WAq�I� KENT.A COPY MAY BE OBTAINED UPON REQUEST. 14a � CITY OF KENT �`�' Z ENGINEERING DEPARTMENT \ • THERMOPLASTIC ARROWS, 12"-24"WIDE WHITE STOP BAR, KENT WIDTH AS DIRECTED BY THE ENGINEER 116 W�tH-T.x STOP BARS & ONLY LEGEND STOP BAR DETAIL �o ��� �� DESIGNED COK fit; I T Z� COK SCALE NONE STANDARD PLAN DRAWN �`gIONAL E CHECKED COK DATE 9/1 ENGINEER 6-76 APPROVED FACE OF CURB LINE SPEED H W OR EDGE OF PARKING 30MPH OR LESS 4'-0" 2' 1" 51 35MPH OR GREATER 6'-0" 3' 2" EDGE OF 8"SOLID WHITE LANE LINE 70 SEE NOTE 2 z H O 6'-0" 14 0 U li ce SEE NOTE 1 4 SEE NOTE 3 0 W PEDESTRIAN SYMBOL DETAIL BIKE LANE LAYOUT IN 1' 0" I 2'-8" 31-0" I 6'-0" 6'-0" I 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 3" OF 600 FEET,CENTERED IN LANE. 3-4 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 ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER PLASTIC MATERIAL AS SPECIFIED IN F REY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ACCORDANCE WITH WSDOT ��OF WASh,I KENT.A COPY MAY BE OBTAINED UPON REQUEST. STANDARD SPECIFICATION 9-34,TYPE � , �� CITY OF KENT D(MMA). CORUNDUM SHALL ALSO BE C'\�' �� ENGINEERING DEPARTMENT DQ ADDED. 6. SIGNING SHALL BE PER THE MUTCD. KENT TYPICAL PAVEMENT MARKINGS 38296 �� WAt NINOTON 7. SEE SECTION 6.12.B FOR PLASTIC O� GIST �� DESIGNED COK SCALE NONE STANDARD PLAN MATERIAL SPECIFICATIONS. DRAWN COK �SSIpIVAL � CHECKED COK DATE 9/2020 APPROVED ENGINEER 6-7 9 L.T.S.L. O.L. T.P.T.* L.O.T. 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 WASNI ) THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT KENT SYMMETRICAL LEFT 8296 W-HINGTON TURN POCKET LAYOUT 3 � �' 9,> (IST- � DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �SSIONAL � CCHECKED COK I DATE 2/2020 APPROVED ENGINEER 6-Q`�'O 171 0 Ln w z w J ti w J Q w Z Z_ O O NOTE: uj SEE STANDARD PLANS 6-73 OR 6-74 uj FOR LANE MARKING LAYOUT. z CD 0 Lu 0 z J J J LU } F w Z J w ? v 0 Q z g z J Q 0 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WA SNI�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT LEFT TURN POCKET KENT AT END OF TWO WAY 38296 � INGT'" LEFT TURN LANE LAYOUT 0� I ST- DRAWN—DESIGN ED COK SCALE NONE STANDARD PLAN SSIONAL � CHECKED COK JDATE 12A2019 p APPROVED ENGINEER v ATTACH SIGNS 30"AND UNDER HEAVY DUTY BUCKLE TYPE 201 WITH 2 DRIVE RIVETS AND BLACK INSULATED WASHERS,SEE NOTE 5 ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS AND BLACK FLARED LEG BRACKETS INSULATED WASHER,SEE NOTE 6 SS 0.030 BAND-IT BRACKET SEE NOTES 9 AND 10 OR APPROVED EQUAL 0 SIGN POST SQUARE 2"x 2", 0 14 GAGE.ALL HOLES 0 PRE-PUNCHED 0 0 CORNER BOLT, 3" SEE NOTE 6 0 0 FINISHED GRADE X 0 5/16"X 1"SS 0 BOLTS WITH 0 BLACK 0 INSULATED 0 SET FOUNDATION ON I WASHERS 0 UNDISTURBED NATIVE SOIL I l/ 0 OR COMPACTED MATERIAL 0 L0 0 3" SET ANCHOR PLUMB AND 0 TRUE,SEE NOTE 3 0 o CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT 0 POURED IN PLACE AROUND STANDARD OR SIGNAL POLE ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING 611 THE ANCHOR MIN. NOTES: 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE,OR 5. DRIVE RIVETS TO BE TL3806 3/8"DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE TL070M.JAMNUTS TL062 AND 3/8" 2. FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8" DIAMETER GALVANIZED WASHER WITH BLACK INSULATED WASHER. HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO SIGN DETAILS. 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B(SEE DETAIL 6-82b)MAY BE USED; ONLY IF APPROVED BY THE CITY 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE OF KENT.ANCHOR SHALL HAVE 4 EACH 7/16"DIAMETER MAINTAINED BY THE PROPERTY OWNERS. HOLES ONE EACH SIDE 2"FROM TOP. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 9. ALUMINUM SIGN BLANK THICKNESS; GRADE B,7 GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR WARNING AND REGULATORY 30"AND UNDER-0.080". APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM A1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M120 SCHOOL SIGNS-3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE LEGENDS, SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16"DIAMETER PRE-PUNCHED HOLES ON 1"CENTERS FULL LENGTH, FOUR SIDES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER �,- �' AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF WA 1�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT SIGN POST INSTALLATION 38296 /�� WASHINGTON TYPE A DRAWNDESIGNED COK COK SCALE NONE STANDARD PLAN NAL CHECKED COK DATE 7/2020 C 8�a APPROVED ENGINEER V WEARING COURSE(TYPICAL STOP BAR FOR SECTIONS A,B&C) CENTER OF LANE + �1 A r' / A LOOP SERIES #14 TWISTED PAIR WIRE TYPE • NUMBER A IMSA 51-3, 3 TWISTS PER FOOT TO CONTROLLER Q B 0.25"MINIMUM WIDTH SAWCUT SECTION A A TO ADDITIONAL LOOPS C WHERE APPLICABLE B C 2C(S) LEAD-IN CABLE IMSA 50-2 *AF *AS S B LOOP SPLICE M LOOP SERIES w (TYPICAL) NUMBER B A A o 0 • Ln m *BF • o u S=START CONDUIT STUBOUT, a *BS F=FINISH 0.50"MINIMUM WIDTH SAWCUT SEE STANDARD PLAN 6-99 � *=LOOP NUMBER SECTION B-B 0 Lu JUNCTION BOX "' NOTE: NO BACKER RODS ALLOWED. M STOP BAR LOOP WINDING DETAIL 0.50"MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS SECTION C-C WHERE APPLICABLE JUNCTION BOX (ASSUMING TWO LANES OF LOOPS) C *F CENTER OF LANE SCOTCH 06147 ELECTRICAL B C *S MOISTURE SEALANT TAPE 2C(T LEAD-IN s, B CABLE IMSA 50-2 � -TO A CONTROLLER A S=START SIDE VIEW END VIEW F=FINISH #14 TWISTED PAIR WIRE TYPE *=LOOP NUMBER SOLDERLESS,CRIMPED, NOTE: CUT IMSA 51-3, 3 TWISTS PER FOOT DRAIN WIRE NON-INSULATED BUTT SPLICE SINGLE LOOP WINDING DETAIL LOOP SPLICE DETAIL NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER NOTES: �� �E� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 1. SEE KENT STANDARD PLAN 6-99 FOR ��OF WAS�I KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONDUIT STUBOUT DETAIL AND �� CITY OF KENT INDUCTION LOOP INSTALLATION `�� Z ENGINEERING DEPARTMENT NOTES. INDUCTION LOOP 2. SEE KENT STANDARD PLAN 6-100 FOR KERNT DETAILS INDUCTION LOOP PLACEMENT DETAIL. 38296 �� O�L� S(;ISmF74L� �� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK g1ONAI� �� CHECKED COK IDATE 9/2020 6_9 ENGINEER APPROVED LOOP STUB-OUT SLEEVE (1/4"TO 1/2"BELOW TOP OF ASPHALT) EDGE OF PAVED SHOULDER(SHOWN)OR EDGE OF EXTRUDED 6" LOOP LEAD SAWCUT CURB OR EDGE OF GUTTER PAN OR EDGE OF TRAFFIC BARRIER 2 5/8" MIN. STANDARD JUNCTION BOX MATCH EXISTING - 3" MAX. FULL DEPTH PAVING MATERIAL LOOP LEAD WIRES SAWCUT VLOOP LEAD WIRES TWISTED PAIR SAND TWISTED PAIR SPLICE o DETECTOR o a EXISTING LEAD 2C(S) u- � PAVEMENT CABLE U) POCKET o Lu a 3/4"ABOVE BOTTOM OF GRAVEL PAD k _ U- PAVEMENT CONDUIT END a BELL BUSHING,SEAL N WITH DUCT SEAL CONDUIT LEAD SCH 80 � CONDUIT CONDUIT TO CABINET OR TO LOOP TO JUNCTION BOX C CONTROLLED LLED DENSITY FILL 50'MAXIMUM DISTANCE SEE STUB-OUT CONDUIT PLACEMENT DETAILS INDUCTION LOOP INSTALLATION NOTES: 1. CONDUIT USED FOR STUB-OUTS SHALL BE SCHEDULE 80 PVC 8. SEE STANDARD PLAN 6-98 FOR INDUCTION LOOP DETAILS AND CONDUIT, MINIMUM SIZE 2 INCHES. STANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT. 2. ALL LOOPS SHALL BE WOUND WITH THREE TURNS OF NO. 14 AWG 9. WHEN SAWCUTTING LEAD SLOT IN THE ROADWAY,CONTINUE THE STRANDED COPPER WIRE,CLASS B,WITH CHEMICALLY CROSS SAW CUT APPROXIMATELY ONE INCH BEYOND THE SEAM WITH THE LINKED POLYETHYLENE TYPE USE INSULATION OF CODE CONCRETE GUTTER A DEPTH OF APPROXIMATELY ONE INCH TO THICKNESS. PERMANENTLY MARK THE LOCATION OF THE STUBOUT. IF NO GUTTER IS PRESENT,CONTACT THE ENGINEER FOR AN 3. BACKER ROD WILL NOT BE USED WITH CITY OF KENT LOOP ALTERNATIVE METHOD OF MARKING THE STUBOUT LOCATION. INSTALLATIONS. 10. ALL LOOP LEADS RETURNING TO JUNCTION BOX SHALL BE PLACED 4. LEAD WIRES: FOUR PAIR MAXIMUM PER SAWCUT. A MINIMUM OF 2 FEET AWAY FROM ANY AND ALL METAL CASTINGS OR VALVE BOXES EXCEPT TERMINATING HANDHOLES OR JUNCTION 5. EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT BOXES. DEPTH AROUND CORNERS. 11. SEE DETAIL 6-98 FOR SPLICE METHOD. EPDXY SPLICE KITS ARE 6. LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT IF NEW NOT ALLOWED. PAVEMENT IS INSTALLED. 7. ALL LOOPS SHALL HAVE IDENTIFYING LABELS ON THEIR LEADS SHOWING LOOP NUMBER AND S(START)OR F(FINISH). NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT VFREfAN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WAS � AA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT INDUCTION LOOP 38296 «..„i.GTON INSTALLATION NOTES � �' 0�� (IST � DESIGNED COK SCALE NONE STANDARD PLAN �S's10ELI'll COK N b DCHECKED COK DATE 12/2019 APPROVED ENGINEER v—9 9 LOOP PLACEMENT POSTED STOP BAR LEFT TURN LANE THROUGH LANE THROUGH LANE SPEED LIMIT LOOP ADVANCE LOOP MID LOOP ADVANCE LOOP (SINGLE) (SINGLE) (SINGLE) 25 MPH 4 FT. 104 FT. (NONE) 144 FT. 30 MPH 4 FT. 104 FT. (NONE) 164 FT. 35 MPH 4 FT. 104 FT. 209 FT. 274 FT. 40 MPH 4 FT. 104 FT. 239 FT. 309 FT. 45 MPH 4 FT. 104 FT. 274 FT. 354 FT. 50 MPH 4 FT. 104 FT. 304 FT. 394 FT. SD6 SD5 NOTES: 223 213 N1 N2 O O O O 1. THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP 222 212 BAR TO THE CENTER OF THE INDUCTION LOOP. O O 5PC 512 2. LOOP DISTANCES MAY BE ADJUSTED f2 FEET TO O AVOID METAL CASTINGS. B 221 211 511 A O O 3. THE DISTANCE BETWEEN "A"LOOPS AND"B' LOOPS SHALL BE 16 FEET CENTER-TO-CENTER. O O O A B W20 SR WR 421 0422 0 423 SD8 413 W10 00411 0412 O SD7 3PC 31100 00711 0 7PC 813 S 3 0 812 O 81100 O E1 823 SD4 O 822 O 821 ER N❑R O E2 B A O O A O O B 111 611 621 O 112 iPC O O 612 622 O O O O S2 S1 613 623 SD1 SD2 LOOP IDENTIFICATION SCHEMATIC(TYPICAL) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • KENT INDUCTION LOOP PLACEMENT W-HIMGTOM 38296 �� 0 r Sm�'�� �'�� DRAN/NED COK SCALE NONE STANDARD PLAN SSIONAL � CHECKED COK IDATE 12A2019 6-1 00 APPROVED ENGINEER WSDOT STANDARD PLANS CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-04 Cement Concrete Curbs F-10.62-02 Precast Sloped Mountable Curb (2 sheets) F-10.64-03 Precast Dual Faced Sloped Mountable Curb F-30.10-04 Cement Concrete Sidewalk F-40.12-03 Parallel Curb Ramp F-40.14-03 Combination Curb Ramp F-40.15-04 Perpendicular Curb Ramp F-40.16-03 Single Direction Curb Ramp F-45.10-03 Detectable Warning Surface SITE PRESERVATION AND EROSION CONTROL I-30.30-02 Wattle Installation On Slope I-40.20-00 Storm Drain Inlet Protection ROADWAY DELINEATION M-20.10-04 Longitudinal Marking Patterns (4 sheets) M-20.20-02 Profiled and Embossed Plastic Lines M-24.20-02 Symbol Markings — Traffic Arrows for High-Speed Roadways (3 sheets) 2022 Asphalt Overlays/Holcomb A - 2 March 13, 2023 Project Number: 22-3001.1 FACE OF CURB VARIES 12"TO 24" FACE OF CURB FACE OF CURB FACE OF CURB VARIES 6 112' 6 1/2" VARIES FROM 6"(IN)TO 0"(IN)- 1" 10"TO 22" 1" MAINTAIN 1H.6V SLOPE (SEE CONTRACT) 51/2" 1" VARIES 1"(IN) ON SIDE OF CURB (IN)R. R. MATCH ROADWAY MATCH ROADWAY 1/2"(IN)R. MATCH ROADWAY MATCH ROADWAY SLOPE SLOPE SLOPE 1l2"(IN)R. SLOPE •1"(IN)R.• - n R. (IN) ROADWAY ----`• 1/2"(IN)�ROADWAY ROADWAY ROADWAY R rcm '.-:2.0%e R. n >12'(IN)R.•'• n' .. 1/2"(IN)R. ° ..> j FLUSH WITH GUTTER PAN AT CURB > iO RAMP ENTRANCE-1/2"(IN)VERTICAL ,111/2"> 111/2" 1'-S. 1 1'-6" > LIP AT DRIVEWAY ENTRANCE DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB AND GUTTER SECTION 1. TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURB RAMPS AND DRIVEWAY ENTRANCES m 6" "1. ��._E(N)ADJACENT IN)R. 1/2"(IN)R. 6• CEMENT CONCRETE NOTE CEMENT CONCRETE OR 7/2"(IN)R. H CURB RAMP,LANDING, o ASPHALT CONCRETE I I 1 (IN) �NTRANVCE AV 1. See Standard Plan F-30.10 for Curb Expansion SIDEWALK OR PATH VARIES FROM R' and Contraction Joint spacing.See Standard 6(IN)TO 0"(IN) Spa fleation,Sections 8-04 and 9-04 for additionalrequirements. INPREMOLDED JOINT FILLER(N TO CEMENT 3/8"(IN)PREMOLDEO CONCRETE SIDEWALK) JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS,LANDINGS, AND DRIVEWAY ENTRANCES G8 or S. Ali FACE OF CURB VARIES 12"TO 24" FACE OF CURB FACE OF CURB 2 FACE OF CURB � VARIES 7 1/4" 1" 10"TO 22" 1'• 6 1l2" (SEE CONTRACT) 6 4 �O ,9 3a777 O W� 1/2"(IN)R. 1"(IN)R. AQ' 88I8S8PW �} 1n°(IN)R. B*ZONAL g�0 ROADWAY ROADWAY ROADWAY ROADWAY Michael S 9e,N.n S Fleming n CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-04 1 3/4" 11/4" 81/4" ET APPROVED SHEET 1FOR F 1 SHE ATION Date:2020.0e.24 17•07:57:43-07'00• DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT yy_N..hn Noh EDepaEilmenl el TmneenanXen CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB 170 1"(IN)R. 2"(IN)R. BLOCK,MEN LENGTH EXCEEDS 30"(IN) (1 12"(IN)CLR.BOTH ENDS)-SEE STANDARD SPECIFICATION B-W TOP VIEW INSIDE CORNER BLOCK z^ B" 2"t 7/4• � / +r 1801 VIEW --------- TYPICAL OF ALL TANGENT BLOCK END VIEW TOP VIEW OUTSIDE CORNER BLOCK 1 Oq�CH. P9gc OP WAS//, 0 4 INSIDE CORNER BLOCK 78-014 RADIUS BLOCK %1 �0�N A57 B�f STBZ•0q t���¢ \ XrON) �9'ONAL R 74" 1 R. PRECAST SLOPED MOUNTABLE CURB \., I OUTSIDE CORNER BLOCK 30"(IN)RADIUS BLOCK STANDARD PLAN F-70.62.02 SHEET I OF 2 SHEETS ISOMETRIC VIEWS APPROVED FOR PUBLICATION TOP VIEW TOP VIEW 18"RADIUS BLOCK 30"RADIUS BLOCK Exo�x— wo.n��n�s.m.o.wnm.m ei TA�.wnan� f I I I I I I l i I i I I I i j ! ! I I I 2"(IN R. I I I I I l i I i I I I I I l i I i I I I j j ! 2 I I I 12" I TOP VIEW SECTION AO TOP VIEW INSIDE RADIUS BLOCK OUTSIDE RADIUS BLOCK CURB RADIUS TABLE CURB DIMENSION DIMENSION DIMENSION RADIUS A B C 3' 12" Y B" 4'TO 5' 12" 1 irr B" B' 12' 1' 10" 7' 12, 7/W 101/4' S' 18" 1118" 15314" 9 18' 1' 19' i .I i li"�, N! 10 18" 7/W 16 1/4' 4 11'TO 13' 19' 3H" 16 1rr INSIDE RADIUS BLOCK 14'TO 15' 19' S/B" 16 3/4' y Aye �� FgOf 3 57T"0q III,T01T 24" 3W 22117 N,1� p� 9'ONAL B� 19 TO 22' 24' 5/B" 22 3/4' 23'TO 29 24' 117 23' W TO 34' 30' 1rr 2V PRECAST SLOPED MOUNTABLE CURB WT04V 30" 3W 29 1/4' OUTSIDE RADIUS BLOCK STANDARD PLAN F-70.62-02 49 T080' 30" 1H' 20117 SHEET 2 OF 2 SHEETS OVER USE TANGENT BLOCK SEE SHEET I ISOMETRICVIEWS APPROVED FOR PUBLICATION THIS TABLE LISTS THE CALCULATED DIMENSIONS FOR CASTING BLOCKS SUITABLE FOR CONSTRUCTING VARIOUS CURB RADII. .Are o's exaiN— CURVED BLOCKS,OR BLOCKS WITH DIFFERENT DIMENSIONS TwoAix s Slm.u.ponm.m al TAnaponalox MAY BE ACCEPTABLE WITH PRIOR APPROVAL OF THE ENGINEER. %/ .__.._.-._.._._.._-----------.----------------------------- NOTES 1. The dual faced curb may be Constructed by using two _ precast sloped mountable curbs(longitundinal =-=------------- _ halves)so dimensions shown long as the installation is Consistent with the m - --- ""-"- --- in the plan. --- --------- __ m 2. Reinforcing steel shall conform to Standard cam, 70P c� _ - -------------- Specification 9-07. 112" 2"(IN)R. M3 BAR(TYR) 1 2'-S"MIN. 0 1 1rz^ TOP CLR. S-0'MN(. CLR. Y(IN R. c 1 4' S-0' 251' Y 0N) M3 BAR RTPJ Y(IN)R. Y Y41/4" r 2"ONI R. R. 2"(IN)R. "3" 'I�� SIDE bL __ n L , _, ( ) tr DUAL SLOPED BLOCK _._._.__._.___._.___.______.__.._. r T �q. y��t7/4. END �" (TYP.) SIDE =4" +� ?' — —\. (Typ,) FRONT 24 x 20 TAPER BLOCK BACK 112" 1'-11" CLR. —__—.__._ TOP S a MAx Y OM R. 69 BAR(TYP.) "l'c Y OM R. I � 2"ON)R. 1rz^ T CLR." TOP CLR. _ YY1/4" 3" 2 618' 1� N R�Ir SIDE r(IN)R. L 2^(IN) tls BAR(TYP.) END (IN R. -__________________-______ L YOMR NOSING BLOCK NOSING BLOCK • ... ... ... ... ... .. T 2a' mP'1 SIDE 4" DUAL SLOPED BLOCK / � H, P 20 x 16 TAPER BLOCK (nP) 16- FRONT west's�O BACK 18.12 TAPER BLOCK /. �Q. 0 Aty ---_ — 20.16 TAPER BLOCK ___ 24•20 TAPER BLOCK 9�ONAL B� 112" 11rz^ TOP CLR. � cLR. � ISOMETRIC VIEW PRECAST DUAL FACED 13re" S-o^ SLOPED MOUNTABLE CURB C 2"ON)R BA 63 R(TYP.) rrON)R STANDARD PLAN F-10.64-03 2-(IN)R. TON)R. n� __________________________= 3HEET10F15MEET J— APPROVED FOR PUBLICATION q^ ri1/ s.areoesiox exaixeex 18" ftVP.) SIDE a3" (TVP) - 12" � FRONT 16 x 12 TAPER BLOCK BACK w•.nlxar•x vr.o.�nm.m•r rAx.••naI•x 1'-0"6" SIDEWALK SEE (SEE CONTRACT) FOR SIDE TREATMENT SIDEWALK 61/2" CONTRACTIO 81/2' 1'-0" 1'-0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) FACE OF CURB JOINT 5112" 1" ROUNDING 2.0% 1/2"(IN)R.(TYP.) 1 1/2"(IN)R.(TYP.) CURB NOT INCLUDED IN BID ITEM- 1 2.0°b MAX. v 20%MAX SEE STANDARD PLAN F�10.12 QgP q1 •1"(IN)R. - ROADWAY SV' SEE RAISED EDGE 3/8"(IN)PRE MOLDED SEE CURB FACE DETAIL DETAIL-THIS SHEET JOINT FILLER WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE 1 FINISHED GRADE (IN)BELOW 8" 61/2' I 1" 2'-0" SIDEWALK OTOP OF CONCRETEE SURFACE CURB AND SIDEWALK I— MIN. (SEE CONTRACT) NOTE v-o° v-o° CURB FACE DETAIL 1n"(IN)R.(TYP.) 1. Gratings,Access Covers,Junction Boxes,Cable Vaults,Pull Boxes and other ROUNDING ` CURB NOT INCLUDED IN BID ITEM- appurtenances within the SIdBWGIk must have SIIP 2515taM 6UAaL85,be flush EXTEND SIDEWALK TRANSVERSE E%PANSION / 1 SEE STANDARD PLAN F-10.12 with surface,and match race Of the sidewalk. JOINTS TO INCLUDE CURB(FULL DEPTH) `z.o% 2.0%MAX. 9 +PREMOL EO) WALL OR BARRIER JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) SIDEWALK BROOMED FINISH(TYP.) SIDEWALK 1/2°(IN)R. 0 E 4"(IN)WIDE,SMOOTH-TROWELED O ALL CUT MIN. (SEE CONTRACT) �A PERIMETER J SLOPES �(IN) 0� CEMENT CONCRETE CURB (IN)R.(TYP.) b C (CURB AND GUTTER SHOWN) `0% 1 CURB NOT INCLUDED IN BID ITEM- NOT INCLUDED IN BID ITEM 2.0%MAX. SEE STANDARD PLAN F-10.12 ED SEE STANDARD PLAN F-10.12 AN,111 JOINT FILLER G F� 0 3/8"(IN)PREMOLE JOINT FILLER !, SIDEWALK ADJACENT TO WALL DETAIL Y ADJACENT TO CURB BRIDGE OR PEDESTRIAN RAILING CONTRACTION JOINT BARRIER-SEE SIDEWALK IN SIDEWALK ONLY CONTRACT PLANS (SEE CONTRACT) 6 LEVEL 12"(IN)R.(TYP.) 'L EXPANSION JOINT BOTH Q.L 1/2"(IN)R. CURB AND SIDEWALK r' CURB NOT INCLUDED IN BID ITEM- ! FLUSH "v 2.0%MAX.4�7 DARD PLAN F-10.11 m 1"(IN)R. ISOMETRIC VIEW - VERTICAL WALL- 3IB"(IN)PREMOLDED• SEE DETAIL JOINT FILLER(TYP.) � DP.p JOINT AND FINISH DETAIL +��. 80I8S8o•� \} ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL B9rONALEX END SIDEWALK TRANSVERSE 3'-0"MIN. JOINTS TO INCLUDE RAISED EDGE Michael S DI.W11 �wMimn— FOR SIDE TREATMENT SIDEWALK BUFFER STRIP Fleming - na SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) SECTIONS (TYP) CEMENT CONCRETE 1 = (TY(IN)R. CURB NOT INCLUDED IN BID ITEM- I ? I SIDEWALK 2.0%MAX P.) �SEESTANDARDLA PUN F-10.12 STANDARD PLAN F-30.10-04 D .�•TO D �'p�+TO SHEET 1 OF 1 SHEET FINISHED GRADE 1"(IN)BELOW TOP OF CONCRETE APPROVED FOR PUBLICATION SURFACE FOR PLANTING—FLUSH IF PAVED (J Date:2020.09.25 PREMOLDED 15A150-07'00' JOINT FILLER Eucin ADJACENT TO BUFFER STRIP (J EXPANSION JOINT ©CONTRACTION JOINT woeM1inebn SIoh EDepa�M1nenl nr TmneenNniien NOTES 4'-0"MIN.- A 40; '-0"MIN.- /\ SEE CONTRACT PLANS ONTRACT PLANS 1. At marked crosswalks,the connection between the landing and the 318"EXPANSION PEDESTRIAN CURB- 3I8"(IN)EXPANroadway oadwa must be contained within the width of the crosswalk markings. JOINT(TVPJ-SEE SEE NOTE 9 JOINT(TYP.)- PEDESTRIAN CURB- y STANDARD PLAN F-SEE STANDARD PLAN F- LANDING ' SEE NOTE 9 Where"GRADE BREAK"is Called out,the entire length of the grade LANDING break between the two adjacent surface planes shall be Flush. 6 SIDEWALK3. DD not place Gratings,Junction Boxes,Access Covers,or other appurte- CURB AND GUTTER * * �/ � C nances on any part of the Curb Ramp or Landing,or in the Depressed SIDEWALKIJl Curb and Gutter where the Landing connects[o[he roadway. 3"R. 4. SeeContract Plans for the curb tlesign specified.See Standard Plan F-10.12 for Curb,Curb and Gutter,Depressed Curb and Gutter,and CURB AND GUTTEPedestrian Curb details. CURB RAMP CURB RAMP CDETECTABLE WARNING SURFACE- 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. MIN.- SEE CONTRACT PLANS ` DETECTABLE WARNING SURFACE- - SEE STANDARD PLAN F-4a.10See Contract Plans for width and placement of sidewalk. SEE STANDARD PLAN F� 10 SEE COS 6. The Bid Item"Cement Concrete Curb Ram T does not include FACE OF CURB F CURB DEPRESSED CURB AND GUTTER p Type— DEPRESSED CURB AND GUTTER the adjacent Curb,Curb and Gutter,Depressed Curb and Gutter, CROSSWALK CROSSWALK Pedestrian Curb,or Sidewalks. - 7. The Curb Ramp length is not required to exceed 15 feet(unless otherwise shown in the Contract Plans).When applying the 15-foot max.length, PLAN VIEW DETECTABLE WARNING SURFACE- PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%.Use a single TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk m a'-T MIN over a horizontal distance of 15 feet.Do not include abutting landing(s)in SEE CONTRACT PLANS GRADE BREAK the15-f6ot max.measurement.When a ramp is constructed on a radius,the 15-foot max.length is measured on the inside radius along the back of the o iOCONTRACTION JOINT(TYPJ-SEE STANDARD PLAN F-30.1 " walkway. FOR CURB RAMP LENGTHS GREATER THAN V-mPROVIDE COUNTER SLOPE TOP OF CONTRACTION JOINT EQUALLY SPACED 4'-T MIN.OC. v * 5� ROADWAY 8. Curb Ramps and Landings shall receive a broom finish.See Standard Specifications 8.14. N DEPRESSED CURB AND GUTTER- 9. Pedestrian Curb may be omitted if the ground surface at the back of the CEMENT CONCRETE PEDESTRIAN W LANDING ¢ SEE STANDARD PLAN F-10.13 Curb Ramp and/or Landing will be at the same elevation as the Curb CURB-SEE NOTE 9 > AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION OA 4'-D'MIN. 15'-0"MAX.(TYP.) LEGEND SEE CONTRACT PLANS SEE NOTE] SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5%OR FLATTER RECOMMENDED FOR 15'-0"MAX.(TYP.) 4-9-MIN. 15'-0"MA%.(TYP.) GRADE BREAK DESIGN/FORMWORK(2%MAX.) SEE NOTE] SEE CONTRACT PLANS SEE NOTE] a ].5%OR FLATTER RECOMMENDED FOR DESIGN/ FORMWORK(8.3%MAX.)-SEE NOTE] SIDEWALK GRADE BREAK GRADE BREAK ** ** CURB RAM * PEDESTRIAN 3/8"(��EXPANSION JOINT(TYP.)- �"(' �a STRSEE NOTE; LANDING 1 SEE STANDARD PLAN F40.0 CURB RAMP � ItAft CURB RAMP LANDING 0/8"EXPANSION JOINT(TYR)- 1 SECTION OC SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) 5 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE R GISTS PARALLEL B"PAY LIMIT-SEE NOTE 8 BBrONAL g�G "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A"PAY LIMIT-SEE NOTE 8 PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ISOMETRIC VIEW ISOMETRIC VIEWwemmeroe smnEO.aaEmm.m er Tmnepenetlen TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT NOTES A4'-0"MIN.-SEE CEMENT CONCRETE CONTRACT PLANS 1. At marked crosswalks,the connection between the curb ramp and the roadway must be o PEDESTRIAN CURB- LANDING CEMENT CONCRETE contained within the width of the crosswalk markings. z� SEE NOTE 9 B CURB RAMP PEDESTRIAN CURE- 2. Where"GRADE BREAK"is called out,the entire length of the grade break between the two w I SEE NOTE 9 adjacent surface planes shall be flush. m CURB RAMP DETECTABLE WARNING SURFACE- I C SEE STANDARD PLAN Fd5.10 3. Do not place Gratings,Junction Boxes,Access Covers,or other appurtenances on any part of the Curb Ramp or Landing,or in the Depressed Curb and Gutter where the landing �Typ) connects to the roadway. p 4. See Contract Plans for the curb design specified.See Standard Plan F-10.12 for Curb, MATCH SIDEWALK(4'-0"MIN.)- Curb and Gutter,Depressed Curb,Gutter and Pedestrian Curb details. SEE CONTRACT PLANS CEMENT CONCRETE DEPRESSED CURB AND 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans PEDESTRIAN CURB- � y 3I8"(IN)EXPANSION JOINT(TYP.)- GUTTER-SEE NOTES 4&8 for width and placement of sidewalk. SEE NOTE 9 !/ E SEE STANDARD PLAN F40.10 6. The Bid Item"Cement Concrete Curb Ramp Type_"does not include the adjacent Curb, CEMENT CONCRETE BUFFER STRIP(TYP.)- CEMENT CONCRETE CURB Curb and Gutter,Depressed Curb and Gutter,Pedestrian Curb,or Sidewalks. CURB AND GUTTER- D SEE CONTRACT PLANS AND GUTTER-SEE NOTES 4&6 SEE NOTES 4&s 7. The Curb Ramp length is not required to exceed 15 feet(unless otherwise shown in the DETECTABLE WARNING SURFACE- CROS WALK Contract Plans).When applying the 15-foot max.length,the running slope of the curb 41 DEPRESSED CURB AND GUTTER- DETAIL OD ram is allowed to exceed 8.3%Use a single constant slope from bottom of ram to[o SEE STANDARD PLAN F45.10 \ SEE NOTES 4&6 p 9 p p p of ramp to match into the sidewalk over a ha distance of 15 feet.Do not included CURB RADIUS DETAIL the abutting landing in the 16-foot max.measurement. nt.When a ramp is constructed on a radius,the 15-foot max.length is measured on the inside radius along the back of the walkway. PLAN VIEW TYPE COMBINATION 8. Curb Ramps and Landings shall receive a broom finish.See Standard Specificaflons B-14. WITH BUFFER 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not he material to retain. LEGEND DETECTABLE WARNING SURFACE- 4'-D"MIN. 15'-0"MAX. SEE STANDARD PLAN F45.10 SLOPE IN EITHER DIRECTION SEE CONTRACT PLANS SEE NOTE] 1.5 OR FLATTER RECOMMENDED FOR CEMENT CONCRETE GRADE BREAK 15'-0"MAX.(TYPJ 4'.0"MIN. 16-0"MAX.(TYPJ 1t DESIGN/FORMWORK(2%MAX.) PEDESTRIAN CURB- SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE] SEE NOTE 9 GRADE .A.* OR FLATTER RECOMMENDED FOR BREAK DESIGN/FORMWV RK(8.3%MAX.) COUNTER SLOPE TOP OF GRADE BREAK GRADE BREAK DESI 5%MAX ROADWAY T T LANDING DEPRESSED CURB AND GUTTER- CURB RAMP SEE STANDARD PLAN F-10.12 CURB RAMP 'LANDING CURB RAMP Qp AND NOTES ...•. SCOT SE STANDARD EXPANSION JOINT(TYP.)- 04�&B, �Q SEE STANDARD PLAN FJ0.10 +f SECTION ( pr SECTION O _ iO CONTRACTION JOINT(TYP.)-SEE STANDARD PLAN F-90.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN S'-0"PROVIDE O 5 CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN.OC. AQ'�8df 8TS "CEMENT CONCRETE CURB RAMP TYPE BBrONAL g�G COMBINATION"PAY LIMIT-SEE NOTE 8 CURB RAMP 4'-0"MIN. 3'-0"MIN.(TYPJ SEE CONTRACT PLANS SEE CONTRACT BUFFER PLANS STRIP TOP OF ROADWAY COMBINATION CURB RAMP STANDARD PLAN F-40.14-03 CEMENT CONCRETE CURB AND SHEET 1 OF 1 SHEET CEMENT CONCRETE PEDESTRIAN GUTTER-SEE NOTES 4&6 APPROVED FOR PUBLICATION CURB(TYP.)-SEE NOTE 9 SECTION OB ISOMETRIC VIEW TYPE COMBINATION PAY LIMIT �wueNinero DE... Or Tmnepenvilen NOTES A CURB RAMP WIDTH 4'-0"MIN.LANDING TO MATCH A CURB RAMP WIDTH-SEE CONTRACT PLANS CURB RAMP WIDTH 4'-0"MIN. 1. At marked Crosswalks,the Connection between the curb ramp and the road- LANDING MATCH CURB RAMP Wa must be contained within the width of the crosswalk markings. LANDING WIDTH-SEE E CONTRACT PLANS y GRADE BREAK 2. Where"GRADE BREAK"is called out,the entire length of the grade break LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be Flush. GRADE BREAK SEE CONTRACT PLANS- CEMENT CONCRETE SEE CONTRACT PLANS- 4'-0"MIN. SIDEWALK-SEE NOTE 5 3. Do not place Gratings,Junction Boxes,Access Covers,or other appurten- 4-0"MIN. Brass on any part of the Curb Ramp or Landing,or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2'-0" SIDEWALK-SEE NOTE 5 (TYP.) SEE CONTRACT PLANS.. MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified.See Standard Plan 4'-0"MIN. PLANS-4'-0"MIN. F-1 g.12 for Curb,Curb and Gutter,Depressed Curb and Gutter,and FLARE(TYR) * NIB"EXPANSION) * BUFFERIWIDTH-MATCH Pedestrian Curb details. / JOINT(TYPJ^SEE TO CURB RAMP DEPTH 5. See Standard Plan 0 for Cement Concrete Sidewalk Details.See 3/6"EXPANSION CURB RAMP STANDARD PLAN F 30.10 (NP') JOINT Contract Plans for widthidth and placement of sidewalk. I I W STANDARD PLAN -SEE F-90.10 GRADE J BREAK TRANSITION TO SIDEWALK BUFFER,IF p 6. The Bid Item"Cement Concrete Curb Ram Type_"does not include the V GRADE BREAK PRESENT,OR TO BACK OF CURB(TYP.)- adjacent Curb,Curb and Gutter,Depressed Curb and Gutter,Pedestrian >(• ':iiiiEiii':ii':': ** SEE CONTRACT PLANS Curb,or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feel(unless shown CURB,OR CURB - --- CURB,OR CURB CEMENT CONCRETE otherwise in the Contract Plans).When applying the 15-foot max.length, AND GUTTER^ _ PEDESTRIAN CURB- AND GUTTER- the running slope of the Curb Ramp is allowed p exceed to8.3%.ma Use a SEE NOTE 4 II DETECTABLE WARNING SURFACE^ SEE NOTE 4 SEE NOTE 4 B single constant slope from bottom of ramp to tap of ramp to match into SEE STANDARD PLAN F45.10 DETECTABLE WARNING SURFACE^ the landing over a hod2onfal distance Of 15 feet.DO not include She FACE OF CURB FACE OF CURB SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max.measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER^ rL DEPRESSED CURB AND GUTTER S. Curb Ramps and Landings shall receive a broom finish.See Standard TO CURB(TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8.14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb F 0 CONTRACTION JOINT(TYP.)`SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN 6'-0"PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'-D'MIN.OC. PLAN VIEW y TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE^ (SHOWN WITH BUFFER) SEE STANDARD PLAN F46.10 - SLOPE IN EITHER DIRECTION 0 4'-0"MIN. 15'-O-MAX.(TYPJ GRADE BREAK ,k 1.5%OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK(2%MAX.) SEE CONTRACT PLANS SEE NOTE] COUNTER SLOPE- ].5%OR FLATTER RECOMMENDED FOR SLOPE TREATMENT^ �5.0%MAX. ** DESIGN/FORMWORK(8.3%MAX.) SEE STANDARD PLAN F-30.10 * GRADE BREAK ^ *=_ TOP OF ROADWAY * 9.6%OR FLATTER RECOMMENDED FOR \\\ DESIGN/FORMWORK(10%MAX.) SCp1,T LANDING CURB RAMP • _ > 4011rA88y,(r,.l.�� 1 DEPRESSED CURB AND GUTTER- CTION OA 4p '• SEE STANDARD PLAN F-10.12 _ SE CEMENT CONCRETE CURB RAMP"TYPE CEMENT CONCRETE CURB RAMP"TYPE BOA '98 se 19 Q'� CEMENT CONCRETE PERPENDICULAR"A"PAY LIMIT-SEE NOTE 6 PERPENDICULAR"B"PAY LIMIT-SEE NOTE 6 6' al6T>d& ♦� SEE NOTE qN CURB- ByZONAL DETECTABLE WARNING SURFACE- r _ _�,ryl .ie. SEE STANDARD PLAN F-45.10 3 53 ar oT _ PERPENDICULAR CURB RAMP 3"R.I YP. DEPRESSED CURB AND GUTTER- SEE NOTE 4 STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET CEMENT CONCRETE CURB AND GUTTER-SEE NOTE 4 APPROVED FOR PUBLICATION �j D.I.:2020.09.21 14:44:37-07'00' ISOMETRIC VIEW ISOMETRIC VIEW CURB RADIUS DETAIL OB TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT ,W-hinebn—Depaf el Tmnee.Nniien NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH-4'01 MIN. STRIP permitted. MATCH SIDEWALK SEE CONTRACT PLANS 2. At marked crosswalks,the connection between the Landing and the WIDTH-4.0"MIN.- a g SEE CONTRACT PLANS PEDESTRIAN CURB-SEE NOTE 10 roadway must be contained within the width of the crosswalk markings. CURB RAMP 3/8"(IN)EXPANSION PEDESTRIAN CURB- 3. Where"GRADE BREAK"Is Out,the llr2 length Of the grads break JOINT-SEE STAND AR SEE NOTE 10 MATCH SIDEWALK WIDTH-4.0'•MIN, between the two adjacent surface fface planes shall be flush. SEE CONTRACT PLANS PLAN F�0.10 LANDING 4. Do not place Gradngs,Junction Boxes,Access Covers,or other appurten- SIDEWALK- LANDING 3l8"(IN)EXPANSION JOINT-SEE + PEDESTRIAN CURB^ Cures on any part of the Curb Ramp or Landing in the Depressed SEE NOTE 8 5-CNP)N. 3��R. STANDARD PLAN F-30.10 8 s SEE NOTE 10 Curb and Gutter where the Landing Connects to the roadway. • 5. See Contract Plans for the curb design specified.See Standard Plan AA - .J i r A z_ Y F-10.12 for Curb,Curb and Gutter,Depressed Curb,Gutter and N * 3"R. g N Pedestrian Curb details. * * - 5•-0°MIN. 3••R: _rT o rc� 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details.See SIDEWALK- Contract Plans for width and placement of sidewalk. r o SEE NOTE 8 I— 7. The Bid Item"Cement Concrete Curb Ramp Type_"does not include the BUFFER STRIP-SEE ' DETECTABLE WARNING SURFACE BUFFER DETECTABLE WARNING SURFACE CONTRACT PLANS C SEE STANDARD PLAN F46.10 STRIP C SEE STANDARD PLAN F-45.10 adjacent Curb,Curb and Gutter,Depressed Curb and Gutter,Pedestrian Curb,or Sidewalks. CURB AND GUTTER- CURB AND GUTTER- 8. The Curb Ram length is not required to exceed 15 feet unless shown SEE NOTE 5 SEE NOTE 5 p 9 PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise in the Contract Plans).When applying the 15-foot max.length CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk)the running slope of the curb ramp is FACE OF CURB allowed to exceed 8.3%.Use a single constant slope from bottom of CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B distance of 15 feet 9. Curb Ramps and Landings shall receive a broom finish.See Standard Specifications 8.14. 10. Pedestrian Curb may be omitted if the ground surface at the back of the DETECTABLE WARNING SURFACE- Curb Ramp and/Or Landing will be at the same elevation as the Curb 15•-0"MAX SEE STANDARD PLAN F-4.5.10 15'-0"MAX(TYP.) 16-0•'MAX(TVPJ Ramp or Landing and there will not be material to retain. Q mP) GRADE BREAK SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK GRADE BREAK COUNTER SLOPE BREAK 5.0%MAX. SIDEWALK- SIDEWALK- SLOPE IN EITHER DIRECTION SIOEWALK- SEE NOTE 6 SEE NOTE fi SEE NOTE 6 **a * TOP OF ** * *k 1.5 OR FLATTER RECOMMENDED FOR ROADWAY DESIGN/FORMWORK(2%MAX.) * 11 DESIGN/FORMWORK OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK(8.3%MAX.) CURB RAMP LANDING DEPRESSED CURB AND GUTTER- CURB RAMP a LANDING CURB RAMP SEE NOTE �� SEE STANDARD PLAN F-10.10 �oTT S L > 04"Asei 1 SECTION SECTION O <1>CONTRACTION JOINT (T -SEE STANDARD PLAN F-80.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHSHS GREATER THAN 8'-0"PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN.OC. � "CEMENT CONCRETE CURB RAMP "CEMENT CONCREiW OAQ'�80f 8T8 TYPE SINGLE DIRECTION A"PAY LIMIT- TYPE SINGLE DIRECTIONPAY88 �G SEE NOTE] TONAL Q' 1'(IN)RADIUS DETECTABLE WARNINGCORNER SURFACE-SEESTANDARD PLAN F-46.1 0 PEDESTRIAN CURB SINGLE DIRECTION DEPRESSED CURB ANDCURB RAMP GUTTER-SEE NOTE 5 go-ANGLE STANDARD PLAN F-40.16-03 RADIUS MAY SHEET 1 OF 1 SHEET VARY APPROVED F.R PUBLICATION 0 ISOMETRIC VIEW ISOMETRIC VIEW TYPE SINGLE DIRECTION A O DETAIL TYPE SINGLE DIRECTION B T w.mmebn smnEo.aaEmm.m.r Tmnm.nu4an PAY LIMIT C PAY LIMIT NOTES OEE.111A..I. CURB RAMP,LANDING,CUT- 1. Permanent Detectable Warning Surfaces(DWS)shall extend the full width of the curb ramp, C THROUGH OR WALKWAY DETECTABLE WARNING landing,or other roadway entrance as applicable.Exception:If the Manufacturer of the B r MIN* MAYL SURFACE(DWS)- DWS requires a Concrete border around the DWS,a Variance of up to 2"(In)on each side A 1 BO" 240" SEE TRUNCATED DOME SEE NOTE 3 of the DWS is permitted. _ __ DETAIL-THIS SHEET TBo.es' — , 2. Permanent Detectable Warning Surfaces(DWS)shall be placed on a minimum 4"(in) pe ' c o.as• osa' " thick cencrete pad.The DWS panel shall be placed adjacent to the back of the curb and I— BACK OF CURB- with nomore than a 2"(in)gap between the DWS and the back of the curb measured at D o.s^ 1.40" SEE NOTE 2 2•-o^Mlrv.- the center of the DWS panel.Exception:If the Manufacturer of the selected DWS requires TRUNCATED DOME E o.2^ 2 TYROF ALL a concrete bortler around the DWS,a variance of up to 2"(in)from the back of the curb is APPLICATIONS ermitted measured at the leadin comers of the DWS anelSECTION P ( 9 P ). TACING 3. The rows of truncated domes shall be aligned to be parallel to the direction of travel, SEE STANDARD SPECIFICATIONS and perpendicular to the grade break at the back of curb. FOR COLOR OF SURFACE TRUNCATED DOME DETAILS MATCH TO WIDTH OF CURB RAMP 4. If curb and gutter are not present,such as a shared-use path Connection,the Detectable CURB AND GUTTER LANDING.CUT-THROUGH OR Waring Surface shall be placed at the pavement edge. o a WALKWAY 5. See Standard Plans for sidewalk and curb ramp details. DETECTABLE WARNING SURFACE DETAIL 6. If a curb ram is required,the location of the Detectable Warning Surface must be at O mOFFSET P q 9 WALKWAY CURB RAMP LANDING SEE NOTE 7 the bottom of the ramp and within the required distance from the rail crossing. LANDIrvG 7. When the grade break between the cum ramp and the landing is less than or equal to WIDTH OF 5 ft.from the back of curb at all paints,place the Detectable Warning Surface on the WALKWAY bottom of the curb ramp directly above the grade break. WALKWAY WALKWAY 44foTH OF CUT- S, Glued or sf ck down Detectable Warning Surfaces are allowed only for temporary 'I THROUGH(TW.) work zone applications. DETECTABLE WARNING SURFACE(DWS)- SEE NOTE 3 CURB RAMP WIDTH OF CUT-THROUGH BACK OF CURB a ••• (TYP.) SINGLE DIRECTION CURB RAMP FLARE ; FLARE T-T (GRADE BREAK BETWEEN CURB AND MIN. AG MIN LANDING 5 5 FT.FROM BACK OF CURB) (T,FROM B BACK OF CURB- DETECTABLE WARNING DETECTABLE WARNINLEGEND WHEELCHAIR DIRECTION SEE NOTE 2 SURFACE(DWS)- SURFACE(TYP.)^ DIRECTION OF TRAVEL CURB RAMP LANDING OF TRAVEL SEE NOTE 3 SEE NOTE 3 mS WIDTH OF CURB RAMP WALKWAY a m SACK OF CURB- RB- WIDTH OFPERPENDICULAR CURB RAMP SEE NOTES 2&8WALKWAY (SEE NOTE 8) ISLAND CUT-THROUGH2_01WIDTH OF CURB RAMP, MIN.LANDING,OR WALKWAY DETECTABLE WARNINGSURFACE(TYP)- TDETECTABLE WARNING sEE NOTES 3 AND 8S ofSURFACE(DWS)-SEE NOTE 3BACK OF CURB- ;R?; [� BACSEE NOTE 2 SEE SINGLE DIRECTION CURB RAMP MEDIAN CUT-THROUGH DETECTABLE WARNING b ry`� In W (GRADE BREAK BETWEEN CURB AND SURFACE tows)- ••• _ WIDTH OF SHARED - LANDING �p Axo ece ADO =C LANDING>5 FT.FROM BACK OF CURB) SEE NOTES 3&B B I STS USE PATH OR B G (SEE NOTE 5) E E WALKWAY(TYPJ s70NAL e� CURB RAMP CURB RAMP WALKWAY LANDING WALKWAY WIDTH OF CUT-THROUGH Aug 30,2021 I gyp.) SHARED-USE PATH OR DETECTABLE WARNING ROUNDABOUT SPUTTER WALKWAY SURFACE ISLAND RAIL - PAVEEMENT DGE SHOULDER STANDARD PLAN F-45.10-03 rO SHEET 1 OF 1 SHEET ......... APPROVED FOR PUBLICATION BACK OF CURB- DETECTABLE WARNING PATH OR DETECTABLE WARNING SEE NOTE 2 WIDTH OF SURFACE(DWS)-SEE NOTE 3 WALKWAY SURFACE(DWS)- AUg 31,2021 LANDING SEE NOTES 3&4 s nre oEsaN ENc NEER PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SE wo+nm^er^^srm.o.P^mR.mmT.^^.P=,«ne^ (SEE NOTE 8) SHARED-U PATH CONNECTION NOTES CONTOUR LINE(TYP.) 1. Wattles shall be in accordance with Standard Specification, INt Section 9-14.5(5).Install Wattles along contours. Installation shall be in accordance with Standard Specification, ANGLE TERMINAL END UPHILL 24"(IN)TO 48"(IN) Section 8-01.3(10). TO PREVENT FLOW AROUND WATTLE(TYP.) 2. Securely knot each end of Wattle. Overlap adjacent Wattle ALLOWABLE ALTERNATIVE ends 12"(in)behind one another and securely tie together. TIE-DOWN METHOD y 3. Compact excavated soil and trenches to prevent undercutting. Additional staking may be necessary to prevent undercutting. �G 4. Install Wattle perpendicular to flow along contours. 7-� 5. Wattles shall be inspected regularly,and immediately after a rainfall produces runoff,to ensure they remain thoroughly entrenched and in contact with the soil. J�Q� o � C� 6. Perform maintenance in accordance with Standard Specification,Section 8-01.3(15). �\ G 7. Refer to Standard Specification,Section 8.01.3(16) for removal. i WATTLE SPACING TABLE TEMPORARY PERMANENT \ 2"(IN) 2"(IN)x24"(IN) 8"-10"OR fO"-12"DIAM. lor. "DIAM. `\ WOODEN STAKE(TYP.) SLOPE MAX.SPACING SLOPE MAX.SPACING 1H:1V 5'-01, - - STAGGER 2H:1V 10'-0" 3H:1V OVERLAPS(TYPJ 3H:iV 15'-0" 3H:1V PLAN VIEW AREAAVAILABLE FOR SEDIMENT 4H:iV 2V-0" 4H:1V 15'-0" TRAPPING(TYP.) 2"(IN)x 2"(IN)-24'(IN)MIN.- OP WAS UN-TREATED WOODEN STAKE 4.� OEE HART N0 (1YP) ___ ___ _ r0e &n% C Z WATTLE - SPACING VARIES-SEE WATTLE i ' ' SPACING TABLE(TVPJ O ry TRENCH-SEE NOTEI ,,;• T o A. _________________ SCSxP APIF A1LC� 113 DIAMETER OF WATTLE WATTLE(TYP)- " SEE DETAIL WATTLE INSTALLATION � ON SLOPE STANDARD PLAN 1-30.30-02 �'• SHEET O SHEET � APPROVEDD F F P OR PUBLICATION S"DIAMETER MINIMUM SECTION OA E—N WATTLE DETAIL WATTLE INSTALLATION ON SLOPES T w.m�"emn—c.—.1.1 Tmnxpenvilen 2 NOTES 0 1. Size the Below Inlet Grate Device(BIGD)for the storm water structure R Will service. 2. The BIGD shall have a built-in high-flow,relief system(overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 0 4. Perform maintenance in accordance with Standard Specification Ml.3(15). 11 MAY DRAINAGE GRATE TRM GRATE FRAIME DPANAREGPATE RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM(TYP.) SEDIMENT AND DEBRIS a OVERFLOW BYPASS •D '� v D BELOW INLET GRATE DEVICE O NLTERED NSLTER 0 BELOW INLET GRATE DEVICE OVERFLOW BYPASS(TYP.) ,s ,e 4 RATIO M YNa�1RON D D D LANDWAFE ARCHITSDT MARK W.MAIIRER SECTION VIEW ISOMETRIC VIEW CERTIFICATE NO.000500 NOTTO SCALE +Mawiirw�ewrw°m`.e STORM DRAIN INLET PROTECTION STANDARD PLAN 1-40.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco BakoNch Ill 08-20-07 WgNrym burr MPaF�FIr MTglgsbA°n NOTES 1a' so' 10, 1. Dotted Extension Line shall be the same Color as the line it is extending. 2. Edge Line shall be white on the right edge of traveled way,and yellow on the left edge of traveled way(on one-way roadways). Solid Lane Line shall be white. 3. The distance between the lines of the Double Centerline shall be 12" everywhere,except 4"for left-turn channelization and narrow roadways with lane widths of 10 feet or less. Local Agencies(on non-state routes) may specify a 4"distance for all locations. YELLOW --CENTERLINE, The distance between the lines of the Double Lane Line shall be 4". CENTERLINE&LANE LINE WHITE-LANE DNE 10' SEE CONTRACT FOR LENGTH v 4"OR 12"- �_ SEE NOTE 3 v� YELLOW-D.L.CENTERLINE, veuow DOUBLE CENTERLINE&DOUBLE LANE LINE WHITE-DBL.LANE DNE NO-PASS LINE&TWO-WAY LEFT-TURN CENTERLINE 1a' 30' 10 SEE CONTRACT FOR LENGTH Lvr WHITE WIDE EDGE LINE&WIDE SOLID LANE LINE YELLOW OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS REVERSIBLE LANE LINE 10' iC' 10' SEE CONTRACT FOR LENGTH J. di 0 Q � T, BOA gJ,p3oio RHO }fib WHITE DOUBLE WIDE LANE LINE wH TE 8B9AONAL B�°~ WIDE BROKEN LANE LINE Aug 1,2022 LONGITUDINAL SEE CONTRACT FOR LENGTH SEE CONTRACT FOR LENGTH MARKING PATTERNS STANDARD PLAN M-20.10.04 fT SHEET 1 OF 4 SHEETS LAPPROVED FOR PUBLICATION YELLOW OR WHITE- NIar.Ewmu Aug 2,2022 SEE NOTE 2 N ENGINEER EDGE LINE&SOLID LANE LINE BARRIER LINE veuow 7`"°° 3' 9' 3' 3' 9' 3' 41 � 0- DOTTED LANE LINE WHITE WIDE DOTTED LANE LINE WHITE 6' 2 6' 2' 6' 6' 8" YELLOW OR WHITE- SEE NOTE 1 WHITE DOTTED EXTENSION LINE WIDE DOTTED EXTENSION LINE ROUNDABOUT SPECIFIC LINES 3' 6' J. e WHITE YELLOW OR WHITE WIDE DOTTED ENTRY LINE STRONG LANE LINE -SEE NOTE OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS �0 Bpp1 S103 TBR�O l}�� B9'ORAL 8�0 Aug 1,2022 LONGITUDINAL 3' a' MARKING PATTERNS STANDARD PLAN M-20.10.04 SHEET 2 OF 4 SHEETS B APPROVED FOR PUBLICATION Aug 2,2022 WHITE rvErvcwEEry WIDE DOTTED CIRCULATING LANE LINE NOTE DIRECTION OF TRAFFIC (TYPICAL) 1. Dotted Extension Line shall be the same color as the line it is extending. 10. 10. 20, 10, 10, G YELLOW-CENTERLINE, BLACK CONTRAST Q WHITE-LANE LINE STRIPING O CENTERLINE&LANE LINE 10. 10. 20' 1 10, 10. e e �Pp �—r pYPEOS`pN of YELLOW Y DICK CONTRAST STRIPING(TYP.) NO-PASS LINE&TWO-WAY LEFT-TURN CENTERLINE 10• 10• 20• 10• 10• ISOMETRIC VIEW .44'4T di J.W� YELLOW BLACK CONTRAST STRIPING(TYP.) REVERSIBLE LANE LINE 4c 100 AB B9�ORAL 8�G 10. 10. 20' 10, 10, Aug 1,2022 LONGITUDINAL MARKING PATTERNS STANDARD PLAN M-20.10.04 SHEET 3 OF 4 SHEETS WHITE BLACK CONTRAST STRIPING(TYP.) APPROVED FOR PUBLICATION WIDE BROKEN LANE LINE Aug 2,2022 7w DIRECTION OF TRAFFIC _ 3' 3' 1 6 1 3' 1 3' 1 (TYPICAL) 3' 3' 6' 3' 1 3' 4" * # BLACK CONTRAST BLACK CONTRAST WHITE STRIPING(TYP.) WHITE STRIPING(TYP.) - DOTTED LANE LINE WIDE DOTTED LANE LINE rc 6' 6 6. 2' 2 2 2' o B BLACK CONTRAST WHITE BLACK CONTRAST YELLOW OR WHITE STRIPING(TYP.) STRIPING(TYP.) (SEE NOTE 1) WIDE DOTTED EXTENSION LINE DOTTED EXTENSION LINE ROUNDABOUT SPECIFIC LINES 3 2' 3' 2' 6' 3' 6' 3' 12 J. tB�CKCONTRAST WHITE BLACK CONTRAST *.P.ITE STRIPING(TYP'.) YELLOW (TYP.) (SEE NOTE 1) �1��A- :. WIDE DOTTED ENTRY LINE STRONG LANE LINE OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS A8q B�I8t64$Gam$ S,oMAL ae Aug 1,2022 LONGITUDINAL MARKING PATTERNS STANDARD PLAN M-20.10.04 SHEET 4 OF 4 SHEETS BLACK CONTRAST WI IITE APPROVED FOR PUBLICATION STRIPING(TYP.) Aug 2,2022 g WIDE DOTTED CIRCULATING LANE LINE -ENm.MaTro a �;�:Es,� l\ GENERAL NOTE Y ,0'-0^ See Standard Plan M-20.10 for pattern and color requirements. 1 4" 4" 23" 4" 23' 4" 23" 4" 23" 4" 4" 4" 4" 23" 4" 23" 4" 23" 4" L 3L J TOP VIEW J TOP VIEW PERSPECTIVE VIEW � 4 SIDE VIEW SIDE VIEW PROFILED PLASTIC FOR: CENTERLINE&LANE LINE-W=4' PROFILED PLASTIC FOR: NO-PASS LINE-W=4" (BROKEN LINE) NO-PASS LINE&TWO-WAY LEFT-TURN CENTERLINE-W=4" (SOLID LINE) TWO-WAY LEFT-TURN CENTERLINE-W=4' REVERSIBLE LANE LINE-W=4' DOUBLE CENTERLINE&DOUBLE LANE LINE-W=4' WIDE BROKEN LANE LINE-W=8" /`1 EDGE LINE&SOLID LANE LINE-W=4' V 1 WIDE LANE LINE&WIDE LINE-W=8" DOUBLE WADE LANE LINE-W=8" 2'-0" 3'-0' BARRIER CENTERLINE-W=20" 1"ITVP.j 4" 4" 21' I ! 100 TO 300 MILS 4„ I i 3112• I I 160 MILS MIN. 15 TO 30 MILS J J 'Jyp 90 MIL)MIN TOP VIEW TOP VIEW A TOP VIEW B a 500 MILS MIN. DETAIL L SIDE VIEW SIDE VIEW W SIDE VIEW DETAIL OA CENTERLINE 8 LANE LINE DOTTED LANE LINE-W=4' N SS LINE&TWO-WAY LEFT-TURN CENTERLINE DOTTED EXTENSION LINE WIDE DOTTED LANE LINE-W=B, ' 500 MILS MIN. EMBOSSED PLASTIC FOR: REVEEVE RSIBLE LANE LINE (SOLID OR BROKEN LINE) DOUBLE CENTERLINE&DOUBLE LANE LINE PROFILED PLASTIC EDGE LINE&SOLID LANE LINE (BROKEN LINE) O 04 oT*�sair9 SECTION 1 ��1" i 1" i 0,TO 2��1" 1" TO 2�4' TTO 2" i c1. i c1. 13 i cy i TTO 2" 4�TTO 2" i c1. i c1. i3 i cy i TTO 2" 44 _ i i I I I I I �o� ,pB ssro QO 0�¢ i i i i i i i 8 TONAL i i i i i i i i i i i i i � �A/��alsh,Hrian .`�,,",�°yg-G( -L Apr I6 2015 2:27 PM NOT TO SCALE 500 MILS MIN. TOP VIEW 500 MILS MIN. PROFILED AND EMBOSSED i 160 MILS MIN. 1/4" 1/4' 160 MILS MIN. 1/4' 7/4" PLASTIC.LINES w 15 T030 MILS r 100T 15 T030 MILS r STANDARD PLAN M-20.20-02 m SHEET 1 OF 1 SHEET O APPROVED FOR PUBLICATION SIDE VIEW Apr 20 2015 10:07 AM PROFILED EMBOSSED PLASTIC FOR: CENTERLINE&LANE LINE REVERSIBLE LANE LINE _ srn�esc exaxexax o (SOLID OR BROKEN LINE) NO-PASS LINE DOUBLE CENTERLINE&DOUBLE LANE LINE wo.mearoe score o.eenn,em ermesoexmee TWO-WAY LEFT-TURN CENTERLINE EDGE LINE&SOLID LANE LINE SYMBOL B LANE NOTE SYMBOL Use the dimensions shown on this plan for each w 2 D" q" &LANE J SYMBOL i type of os d Arrow being placed on roadways with a posted speed limit of 45 mph or higher J a LANE i 2'-o" and on all on-ramps and off-ramps. 0 1'-S. I I I I I Q I I I o LN ELLIPSE"A" POIN ELLIPSE"B" _ CENTER T OF ELLIPSES MARKING AREA i 17.93 SQ.FT. i i MARKING AREA 4 - S. MARS N GAR 17. SQ.FT. I GRID IS 4"(IN)SQUARE TYPE 2R(RIGHT) TRAFFIC ARROW A MIRROR IMAGE OF AOA ,P ss os O 4� 8 TYPE 2L TRAFFIC ARROW Q Ip 6 NAL L Apr 16 2015 2:23 PM EwasE^A"Axls SYMBOL MARKINGS— 1'-4"-ELLIPSE"B"AXIS TRAFFIC ARROWS FOR TYPE 1 TRAFFIC ARROW HIGH-SPEED ROADWAYS MARKING SQ.FT.AREA . TYPE 2L(LEFT) STANDARD PLAN M-24.20-02 TRAFFIC ARROW SHEET 1 OF 3 SHEETS APPROVED FOR PUBLICATION Apr20201510:10AM TYPE 5 TRAFFIC ARROW w.mmeb�smnEo.�rmm.m er Tmnwenvilen 2'-0" 1'-2" 'S SYMMETRICAL ABOUT i 2._S.. 1._0.. 1�_S.. j O 1'-8" 3'-2" � I � I SYMBOL U &LAN E SYMBOL C, &rANE I r Q I I K _ _ ELLIPSE"A" I I I 2' 0" 6 I I X n= ELLIPJB I I I ELLIPSE"A" No I I CENTER POINT OF ELLIPSES MARKING AREA ELLIPSE"B" 28.40 SQ.FT. j x I GRID IS 4"(IN)SQUARE _ 2'-0"-ELLIPSE"A"AXIS CENTER POINT } OF ELLIPSES Q 6t0 1'-0"-ELLIPSE"B"AXIS eBBIpNAL 6�G� j MARKING AREA TYPE 4 TRAFFIC ARROW Apr 16 2015 5:10 PM I - MARKING AREA 33.92 sa FT. 33.82 SOFT. SYMBOL MARKINGS— TRAFFIC ARROWS FOR GRID 154"(IN)SQUARE HIGH-SPEED ROADWAYS STANDARD PLAN M-24.20-02 SHEET 2 OF 3 SHEETS 1'-4"-ELLIPSE"B"AXIS 1'-o" 1'-o" TYPE 3R(RIGHT) APPROVED FOR PUBLICATION TRAFFIC ARROW �Q &, Apr 20 2015 10:10 AApr 20 2015 10:10 A 1-B 2-4 MIRROR IMAGE OF � srNrE OEs EN.lN ELLIPSE"A"AXIS TYPE 3L(LEFT) TYPE 3L TRAFFIC ARROW %/WosM1ineron Smro Depammem el Tmnspenetlen TRAFFIC ARROW LANE I m o = i So" I I I I \ I I I \\ I SYMBOL \ I &LANE I I 2'-0" I I I \ I I I I I I `•\ I I •\ I I I MARKING AREA 35.88 SOFT. `.I TYPE 6R(RIGHT) i`•\ TRAFFIC ARROW \ MIRROR IMAGE OF TYPE BL ELLIPSE"A" `, (MIRRORED ABOUT LANE CENTERLINE) ELLIPSE"B" I \'\ (SHOWN AT REDUCED SCALE) m< I ` — A 4581 48e'$� }�W ZONAL g�G CENTER POINT OF ELLIPSES `•\ SYMMETRICAL ABOUT I \ .R_ A Apr 16 2015 5:10 PM MARKING SYMBOL MARKINGS- TRAFFIC ARROWS FOR AREA `• GRID IS 4"(IN)SQUARE 45.1]B. MARKING AREA HIGH-SPEED ROADWAYS 35.88 SOFT. STANDARD PLAN M-24.20-02 SHEET 3 OF 3 SHEETS 1'-0" 1'-0" 1'-4"—ELLIPSE'B"A%IS � 0 APPROVED FOR PUBLICATION TYPE 6L(LEFT) �. Apr 20 2015 10:10 AM 2'-4"^ELLIPSE"A"A%IS 1'-S" TRAFFIC ARROW eucw WusM1lnamn Smro C.Wmm.m al Tmnenanvilan TYPE 7 TRAFFIC ARROW TRAFFIC CONTROL PLANS 2022 Asphalt Overlays/Holcomb A - 3 March 13, 2023 Project Number: 22-3001.1 (1) SIGN SPACING TABLE X MINIMUM LANE CLOSURE TAPER LENGTH•L QMM) CHANNEL17ATI N DEVICE TRAFFIC CONTROL PLAN Iv III- P 1.n!(RP1,) SPA If. T MAXIIIATO KENT,WA IN eR Pc.m.'t WSBOT NW R,gl,,Raul, 1-1 U= 11 111 11" (11 5 1,.Ind,I, 'f I__d opening ROW 25 IHM R I ismicTs NOT TO'SHINUE Aj;M M M M M I.T M I.T M I.T M I.T M I.T M." A, approx. is 11111 lilt 1.1,%�IN .....IN'U"N" n— N . ;.--'T'rr� 2064404490 ADVISORY II II IFAPPLICABLE t I 1 11 FQ Ken FS#76 THESE SIGNS SHALLBE DISPLAYED W,0_1 APPROVED AS NOTED 2D676 t72nd Ave S DURING NON-WORKING HOURS '�A�IE Kant,WA E8D32 ACCORDING TO RCW 47.36.200 _P I I I AL EE� 18 IN VICINITY OF WORK AREA z BUT UNAFFECTED BY CLOSURE av[rmi xo O UNEVEN I LANES W20.]b 2 WSnOT-NW REGION TRAFFIC OPERATIONS X ADVANCE WARNING SIGNS SPACED @ IX)OR AS PER West V,11,y Hu,mPark SITE CONDITIONS. pax MANDATORY 9226 66th Ave S I REFER TO SIGN SPACING CHART. K-,WA 98032 POKED FLAG ERS SHALL CONFORM TO ®METRO STOP IdNE LANE MAINTAINED. SPEED WAC2116.155.305&4611.95.302 I UNAFFECTED BICYCLISTS SHALL FOLLOW "MIT UPO INSTRUCTIONS. FLAGGERTAPER ±WR 1rY S 196 ST 111111111111111111111 0 Zr —W---- — — — — — — — — — --TAPER=L— — — — — — — — — . ... ... . IIIIIIIIIIIIIIIIIIUII TAPER L M,'N<� a ALL.mA.'N.TMTN.,j, Bin LANE MAINTAINED. NE NO ENCROACHMENT ON THIS TRAVELED LANE IS BICYCLISTS SHALL FOLLOW PERMITTED.IF ENCROACHMENT IS NECESSARY, _FUGGER INSTRUCTIONS. < NLAMNETSCHPADLLESBIEGNCILAOPSPERD6VAL REQUIRED FOR ADDED 1 .2-L(R MET 0 STOP LANE CLOSURE. UNAFFECTED MANDATORY SIGNAL SHALL FLASH RED-ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. S OURINGUON-WORKING HOURS,TRAFFIC CONTROL HALL BE (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH U — o UHNGHOURS OF DARKNESS,UPO SHALL CONTROL ALL TRAFFIC ILLUMINATED WITH OUT CAUSING GLARE TO THE TRAVELING PUBLIC MOVEMENTS WITHIN INTERSECTION. "USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. GENERAL NOTES: I WAC 296-155.305 SECTION 9(C) II II I ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. LEGEND 2.NOTIFY ALL LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ADOL.NOTES: DATES OPTIONAL). WORK AREA 3.PROTECTIVE VEHICLE WITH TMA NOT REQUIRED FOR POSTED SPEED N,-icip-d p,d,,t,i,,impact. LIMIT. ..... DELINEATION DEVICE POSTED SPEED Parking lane not presets. CHANNELIZATION DEVICES SHALL BE DETERMINED BY WSDOT.(see 44 SIGN LOCATION LIMIT Table I for spacing distances). METRO route present but un,ftdd. 5.ALL SIGNS SHALL BE 48"x 48",ALUMINUM,FLORDG,BLACK ON — DUSTING TRAFFIC FLOW ORANGE UNLESS OTHERWISE SPECIFIED. 6.EXTENDING THE CHANNELIZATION DEVICE TAPER ACROSS SHOULDER TEMPORARY TRAFFIC FLOW f IS RECOMMENDED. {III{ 7.CHANNELIZATION DEVICES SHALL NOT ENCROACH INTO ADJACENT SEQUENTIAL ARROWBOARD LANES FLAGGING STATION B.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE:206a477-11140.(REQUIRED BLE SIGN SPACING•X MINIMUM LANE CLOSURE TAPER LENGTH• TA L ltaatl CHANNEL17ATION DEVICE TRAFFIC CONTROL PLAN a SPACING feelO ')o eMetl Speetl(mprq KENT,WA N > R zs r�o Nax zoo: AP PROVED AS NOTED W�Bp.aE Izi Conlact WSDOT NW Region Radie SL EWBEs 8 �l=1 n.Iti approx.5 min.prior toslmt of NOT TOSCME 'lffff`E xr.x dpsure and immediately after 1 s E ,A Txlss Pulxc Bur ei" ....IN enon°I=roim opening ROW ADVISORY wownv coxanoxs. N- REGION •Ti 206-440-4490 WSDOT IF APPLICABLE TRAFFIC OPWERATIONS THESE SIGNS SHALL 8E DISPLAYED FQ , f Kent FS#76 DURING NON-WORKING HOURS W20-1 2067672nd Ave S ACCORDING TO RCW 47.36.200 Kent,WA 98032 IN VICINITY OF WORK AREA BUT UNAFFECTED BY CLOSURE uxEVEx lANE3 �rxW20-]b POST ua SPEEQ EmWB-2001 x �mVV21-1701 W8-11 m ED LIMIT ° ADVANCEWARNING SIGNS SPACED a(X)OR AS PER ro e n W20-]a West Valley Business Park W2O1 I I SITE CONDITIONS. pax - 19226 66th Ave S I I REFER TO SIGN SPACING CHART. Kent,WA 98032 MANDATORY I 1 POSTED igi ®METRO STOP SPEED MIT FLAGO RSSHALL CONFORM TO UNAFFECTED 1 WAC 296.155.3058468.95.302 18'x24- 1 1 11 BIKE LANE MAINTAINED. z F I M BICYCLISTS SHALL FOLLOW W FLAGGER INSTRUCTIONS. I rEPW20.]b W4-2L W2OSR W20-1 z Y W2-001 R4-7 S 196 ST 111111111111111111111 _ Ms .. —'r _ _ _i:..i• — — — — — — — — — — — — — — —.u.—= —•— — — —XX IM TAPER=L — — — — — — {1 iY (\/""�„''"\'/°, /I.��\) II11111111111111111111 TAPER=L BIAE ERINSTNTAINED. SHALL MAINTAIN II' IN.LANE WIDTH I BICYCLISTS SHALL FOLLOW ■ FLAGGER INSTRUCTIONS. 1 1 I 1 NO ENCROACHMENT ON THIS TRAVELED LANE IS I••; W20-1 w20.6L W42R 30.Tb w2O-]e I w PERMITTED.IF ENCROACHMENT IS NECESSARY, •z; METRO STOP LHALL BE CLOSED. W LEGEND UNAFFECTED LANE S ® I $ NEW TCP DESIGNIAPPROVAL REQUIRED FOR ADDED �s MANDATORY O WORKAREA 11 LANE CLOSURE. DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE ••••• DELINEATION DEVICE 1 1 I REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH I H SIGN LOCATION GENERAL NOTES: EXISTING TRAFFIC FLOW �••••►1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. TEMPORARY TRAFFIC FLOW 2.NOTIFY ALL LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND Q SEQUENTIAL ARROWBOARD ADDL.NOTES: DATES(OPTIONAL). s.�� 3.PROTECTIVE VEHICLE WITH TMA NOT REQUIRED FOR POSTED SPEED A FLAGGING STATION xo anticipated pedestrian impact. LIMIT. Parking lane not present. 4.CHANNELIZATION DEVICES SHALL BE DETERMINED BY WSDOT.(see Table 1 for spacing distances). METRO route present but unaHeRed. 5.ALL SIGNS SHALL BE 48"x 48",ALUMINUM,FLORDG,BLACK ON ORANGE UNLESS OTHERWISE SPECIFIED. 6.EXTENDING THE CHANNELIZATION DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE 7.CHANNELIZATION DEVICES SHALL NOT ENCROACH INTO ADJACENT ILLQ MINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC LANES. USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. c B.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE WAC 296.155305 SECTION 9(C) OF CLOSURE:206.477-1140.(REQUIRED) 0 TABLE(1) TRAFFIC CONTROL PLAN BUFFER SIGN SPACING•X MINIMUMLANECLOSURE TAPER LENGTH-L(INIe CHIANNE TION DEVICE N.I* SPACING(fee) KENT,WA I TANG11T N LONGITUDINAL BUFFER SPACE-B Is, �E, Posted SucINI hachn .,a..IN, 11 PN RUnAL NMC.A U—NNNALs 11 111 IPI (1) a_TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE•R —IN = NOT TcL1 UN .- (1)Al NAN. IN.—NE A.IU.TE.T.—....—E NUEN..N.E 7i 5, 1 N1 on THI I IPL,,11ENNIA E1 IN URBAN HT 11 - No 11.E INTENcEIT11NI ANI 1 'N N 14 MANDATORY DURING NON-WORKING"DORI,TRAFFIC CONTROL SHALL 11 LEGEND REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH El; WORK AREA 28"REFL.CONE 2 C.Pl.In.Bros Farm 41 SIGN LOCATION 9276 S27 St Ifind,WA 98030 — EXISTING TRAFFIC FLOW SEQUENTIAL ARROWBOARD Elm TRANSPORTABLE ATTENUATOR NO ENCROACHMENT ONTHIS CONTINUATION LINE TRAVELED LANE IS PERMITTED. S 277 ST — — — — - - HY - _/Z — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — A 18'x 24' TAPER=L Axe , V R4-7 W4-2L I OWN ON THIS SHEET,'NOT TO SCALE' CONE TAPER STARTING POINT AS W213-1 W2D-5oj W4-2L USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' ADVANCEWARNING SIGNS (recommended) SPACED @(X)O AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. AHEAD W2C.1 t ADDL.NOTES: GENERAL NOTES: No anticipated pedestrian Impact. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Parking lane not present. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND IF APPLICABLE DATES(MANDATORY). THESE SIGNS SHALL BE DISPLAYED METRO mute not present. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD DURING NON-WORKING HOURS This sheets be used with sheet KENT.04&KENT.05 CONDITIONS. ACCORDING TO RCW 47.36.200 4.PROTECTIVE VEHICLE WITH TMA REQUIRED FOR EACH LANE THAT IS CLOSED.TMA SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS WHEN USED. 5.ALL SIGNS MIN.48".48"UNLESS OTHERWISE SPECIFIED. R 6.CHANNELIZATI ON DEVICES ARE 28"REFL.CONES(see TABLE(1) <�L0.1*W21-11.1*.11-11 for spacing distance TABLE(1) BUFFER DATA SIGN SPACING•X CHANNE TION DEWCE TRAFFIC CONTROL PLAN jl,� MINIMUM LANE CLOSURE TAPER LENGTH•L(feel) a CRIS(fee) KENT,WA N .PH TANGINT IS, mc. �E' Posted Speed(mph) t LONGITUDINAL BUFFER SPACE-IS i RLPAL P—s A UPSAN--a Is LGN—— 1'05 R111 R"''`—N III TRANSPORTABLE ATTENUKTOR ROLL AHEAD DISTANCE•R _.O.TAL. -NIcs H-E HOST�MH nR2AN N—a"SCALE HcaT VE . ' 11"P"11 L111 111(1) To 22 7TIHT M! — E A.IUSTED TO A—MMOLATE 17-- E"E_N'A" MANDATORY PAMPS.—E INT on—IPIL''-011E'NSLU1E1 11 U-1 AF—I HT'N n 'w I I [DREMOVED RRIN.NON-WORKING OURS,TRAFFIC CONTROL EMOVE AND ROW SHALL BE OPENED TO ITS FULL WIDTH IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED El; DURING NON-WORKING HOURS ACCORDING TO RCVV 47.36.200 LEGEND UNEVEN 2 08-2001021-170108-t1 WORK AREA LANES � 28"REFL.CONE EXISTING TRAFFIC FLOW CONTINUATION LINE e NO ENCROACHMENT ONTHIS Fq TRAVELED LANE IS PERMITTED. wY .7r POSTED Pa— SPEED SPsEo USH, LIMIT ADDL.NOTES: GENERAL NOTES: No anticipated pedestrian Impact. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Parking lane not present. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(MANDATORY). METRO mute not present. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD This sheets be used with sheet KENT.03&KENT.05 CONDITIONS. 4.PROTECTIVE VEHICLE WITH TMA REQUIRED FOR EACH LANE THAT IS CLOSED.TMA SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS WHEN USED. 5.ALL SIGNS MIN.48".48"UNLESS OTHERWISE SPECIFIED. M 6.CHANNELIZATI ON DEVICES ARE 28"REFL.CONES(see TABLE(1) for spacing distances). TABLE(1) BUFFER DATA SIGN SPACING•X CH NNELIMTIDN DEVICE TRAFFIC CONTROL PLAN jl,� MINIMUM LANE CLOSURE TAPER LENGTH•L(Net) SPACING(fes!) KENT,WA es l P, Speed(mph) -H TAPO' T1WGE11 ar LONGITUDINAL BUFFER SPACE•B N 5. w E LervDTxUne.A—L. 11 Ph Ic —0 A 4. SCALE P— --TAL I IUI UP— TRANS ORTABLE ATTENUKTOR ROLL AHEAD DISTANCE•R NDTTO T. (1)ALL Al E AL—Ta.I........A.—E.—E 741 PH III I 1� 171 Y=-P�� 15, .,a P Pli..I' —TESENT........N'LP AN.N —h To Fri FE.0 LEGEND IF APPLICABLE WORK AREA THESE SIGNS SHALL BE DISPLAYED El;I DURING NON-WORKING OURS ..... 28"REFL.CONE ACCORDING TO RCW 47.36.200 411 SIGN LOCATION — EXISTING TRAFFIC FLOW O&2001021-170108-11 CONTINUATION LINE 48'x 36 POSTED POSTED 2! SPEED SPEED — UNIT UhUr POSTED r66OUnj SEEDETOURROUTE 'Ne SAM,UNAFFECTED CLOSURE SPEED + BOTTOM OF THIS SHEET "MIT NO ENCROACHMENT ON THIS M4-0 YQO TRAVELED LANE 11 PERMUTTEI, S 277 ST 0 SHOULDER Z; 9D OP A- A I ..... .......... ... MANDATORY At DURING"ON-WORKING HOURS,TRAFFIC CONTROL SHALL.EjO REMOVED AND ROW SHALL BE OPENED To ITS FULL WIDTH 48"x 60' FRAMP-� SE 268 ST DETOUR IWILL BE ~ ADDL.NOTES: GENERAL NOTES: JCLOSED� No anticipated pedestrian Impact. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DETOUR ROUTE Parking lane not present. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND To Aw DATES(MANDATORY). R1 1-1501 METRO mute not present. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD DISPLAY 5 DAYS CONDITIONS. PRIOR TO CLOSURE This sheet must be used with sheet KENT.D3 4.PROTECTIVE VEHICLE WITH TMA REQUIRED FOR EACH LANE THAT IS CLOSED.TMA SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS WHEN USED. s 277 sT 5.ALL SIGNS MIN.48".48"UNLESS OTHERWISE SPECIFIED. --E. . . . R 6.CHANNELIZATI ON DEVICES ARE 28"REFL.CONES(see TABLE(1) for spacing distance TABLE(1) TRAFFIC CONTROL PLAN BUFFER SIGN SPACING•X MINIMUMLANECLOSURE TAPER LENGTH-L(INIe CHIANNE TION DEVICE N.I* SPACING(fee) KENT,WA I TANG11T N LONGITUDINAL BUFFER SPACE-B Is, �E, Posted SucINI hachn .,a..IN, 11 PN RUnAL NMC.A U—NNNALs 11 111 IPI (1) a_TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE•R —IN = NOT TcL1 UN .- (1)Al NAN. IN.—NE A.IU.TE.T.—....—E NUEN..N.E 7i 5, 1 N1 on THI I IPL,,11ENNIA E1 IN URBAN HT 11 - No 11.E INTENcEIT11NI ANI 1 'N N 14 MANDATORY DURING NON-WORKING"DORI,TRAFFIC CONTROL SHALL 11 LEGEND REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH El; WORK AREA 28"REFL.CONE 2 C.Pl.In.Bros Farm 41 SIGN LOCATION 9276 S27 St Ifind,WA 98030 — EXISTING TRAFFIC FLOW SEQUENTIAL ARROWBOARD Elm TRANSPORTABLE ATTENUATOR 18"x 24" CONTINUATION LINE R4-1 S 277 ST - — — — — — — — — — — — — — --- — — — — — — — R B R X TAPER=L 1111111111 CON E TAPER_,r�ARTING POINT,ASQS xi SHOWN ON THIS SHEET,'NOT TO SCALE' W4-2R jW2T.-1W 1E.1 WW4 2R LL IN GSEDLANEEVERY1000' —CE— . WARNING .....nd.d) USE TRANSVERSE DEVICES CL SPACED @(X)O AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. NO ENCROACHMENT ON THIS TRAVELEDTRAVELED LANE IS PERMITTED. AHEAD W2oj ADDL.NOTES: GENERAL NOTES: No anticipated pedestrian Impact. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Parking lane not present. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND IF APPLICABLE DATES(MANDATORY). THESE SIGNS SHALL BE DISPLAYED METRO mute not present. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD DURING NON-WORKING HOURS This sheets be used with sheet KENT.07&KENT.08 CONDITIONS. ACCORDING TO RCW 47.36.200 4.PROTECTIVE VEHICLE WITH TMA REQUIRED FOR EACH LANE THAT IS CLOSED.TMA SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS WHEN USED. 5.ALL SIGNS MIN.48".48"UNLESS OTHERWISE SPECIFIED. <�L001*W21-11.1*W11-11 'R 6.CHANNELIZATI ON DEVICES ARE 28"REFL.CONES(see TABLE(1)a for spacing distance TABLE(1) BUFFER DATA SIGN SPACING•X LENGTH.1 CHANNE TION DEWCE TRAFFIC CONTROL PLAN jl,MINIMUMMINIMUMLANE CLOSURE TAPER (feel) CRIS(fee) KENT,WA .PH TANGINT Is, mc. �E' Posted Speed(mph) t N LONGITUDINAL BUFFER SPACE-B i RLPAL P—S A UPSAN--a Is LGN—— 1'05 R111 R"''`—N III TRANSPORTABLE ATTENUKTOR ROLL AHEAD DISTANCE•R _.O.TAL. -NIcs H-E HOST�MH nR2AN N—a"SCALE HcaT VE . ' 11"P"11 L111 111(1) To 22 7SIHT M! — E A.IUSTED TO A—MMOLATE 17-- E"E_N'A" MANDATORY PAMPS.—E SIT on—IPIL''-011E'NSLU1E1 11 U-1 AF—I HT'N n 'w I I [DREMOVED RRIN.NON-WORKING OURS,TRAFFIC CONTROL EM.VE AND ROW SHALL BE OPENED TO ITS FULL WIDTH IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED El; DURING NON-WORKING HOURS ACCORDING TO RCVV 47.36.200 LEGEND UNEVEN 2 08-2001021-170108-t1 WORK AREA LANES 28"REFL.CONE EXISTING TRAFFIC FLOW CONTINUATION LINE e 0 i4 PASTED PASTED SPEED SPEED UNIT LIMIT A Is NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED. ADDL.NOTES: GENERAL NOTES: No anticipated pedestrian Impact. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Parking lane not present. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(MANDATORY). METRO mute not present. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD This sheets be used with sheet KENT.06&KENT.08 CONDITIONS. 4.PROTECTIVE VEHICLE WITH TMA REQUIRED FOR EACH LANE THAT IS CLOSED.TMA SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS WHEN USED. 5.ALL SIGNS MIN.48".48"UNLESS OTHERWISE SPECIFIED. M 6.CHANNELIZATI ON DEVICES ARE 28"REFL.CONES(see TABLE(1) for spacing distances). TABLE(1) BUFFER DATA SIGN SPACING•X CH NNELIMTIDN DEVICE TRAFFIC CONTROL PLAN jl,� MINIMUMLANE CLOSURE TAPER LENGTH•L(Net) SPACING USMU KENT,WA es l P, Speed(mph) -H TAPIT T1WGE11 ar LONGITUDINAL BUFFER SPACE•IS N .,a..M, 5. Ts E — 41 :�- - - A. I LervOixLne.A—L. 11 Ph Ic —0 la Ta— A SSLALE F` --TAL I MUI TR— TRANS—BLE ATTENUKTOR ROLL AHEAD DISTANCE•R NDTTO T. 11)ALL Al K AL—Ta.I........A.oTE.—E 741 PH III I 1� 171 Y=-P�� 15, .,a P Pli.. ........N'ARNSANL`H—1.Fri --I. FELL- -c—N.. LEGEND IF APPLICABLE WORK AREA EQ THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS us IS IS us IS 28"REFL.CONE ACCORDING TO RCVV 47.36.200 SIGN LOCATION EX ISTING TRAFFIC FLOW .2 OR-2001021-17010E-11 CONTINUATION LINE POSTED POSTED 2! SPEED SPEED "MIT LIMIT POSTED SPEED LIMIT ro� ST 0 S277 w—is sissis SHOULDER NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED. Yi MANDATORY DURINGNON-WORKING HOUR.,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED To ITS FULL WIDTH ADDL.NOTES: GENERAL NOTES: No anticipated pedestrian Impact. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Parking lane not present. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(MANDATORY). METRO mute not present. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. This sheets be used with sheet KENT.06&KENT.07 4.PROTECTIVE VEHICLE WITH TMA REQUIRED FOR EACH LANE THAT IS CLOSED.TMA SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS WHEN USED. 48".48"UNLESS OTHERWISE SPECIFIED.5.ALL SIGNS MIN. R 6.CHANNELIZATI ON DEVICES ARE 28"REFL.CONES(see TABLE(1) for spacing distance TABLE(1) BUFFER DATA SIGN SPACING•X SH CHIANNE TION DEVICE TRAFFIC CONTROL PLAN jl,MINIMUMINS CLOSURE TAPER LENGTH•L(fuel) CING(fee) KENT,WA .PH TANGINT N Is, mc. �E, Posted Speed(mph) t LONGITUDINAL BUFFER SPACE-B RLnAL R—S A U—N--a Is LGN—— 1'05 R111 R"''`—N III TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE•R _DUITAL. -NIcs H-E H—�MH nR2AN NDT TD`SCALE HcaT VE . ' 11"P"11 L111 111(1) To 22 7IcHT M!— E ADIUSTED TO A—MODATE 17-- A" —S--E INT on—IPIL,—011ENSDU1E1 11 URBAN AF—I HT 'N n IF APPLICABLE ADVANCE WARNING SIGNS THESE SIGNS SHALL BE DISPLAYED SPACED @ IN)OR ASP R El; DURING NON-WORKING HOURS SITE CONDITIONS. ACCORDING TO RCW 47.36.200 REFER TO SIGN SPACING CHART. Oa-zoDlOz1-17D1Oa-11UNEVEN LANES F W20-1 A— RDA,1, EXTENDEDBUFFER(B)LENGTH ALLOWS VV20-5L no INE TRAFFIC TO ESTABLISH —E ARAD MAIN-LINE 71 E SAFE LANE OCCUPATION POSTE., L __E�VVU NO ENCROACHMENT ON THIS N ADVANCE OF'MERGE FROM RIGHT' SPEED SPEED ■ -2R L TRAVELED LANE IS PERMITTED. LHUT LIMIT tW4 TAPER L R H ................ 0 SHOULDER S 1.71 S1 7- Do SHOULDER R r`h USE TR ANSVERSE DEVICES IN C E LOSEDI-AN EVERNICOD' (recommended) LEGEND MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE WORK AREA REMOVED AND ROW SHALL BE OPENED TIO ITS FULL WIDTH ..... 28"REFL.CONE 41H SIGN LOCATION — EXISTING TRAFFIC FLOW ADDL.NOTES: GENERAL NOTES: POSTED POKED M SEQUENTIAL ARROWBOARD No anticipated pedestrian Impact. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTED. SPEED SPEED OEM TRANSPORTABLE ATTENUATOR Parking lane not present. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND LIMIT UsUr DATES(MANDATORY). CONTINUATION LINE METRO mute not present. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD Is Is This sheets be used with sheet KENT.10&KENT.il CONDITIONS. POSTED SPEED LIMIT NOTE: 4.PROTECTIVE VEHICLE WITH TMA REQUIRED FOR EACH LANE THAT IS CLOSED.TMA SHALL BE STRATEGICALLY LOCATED TO SHIELD Posted speed limit within advance warning/transition area is 40 MPH. WORKERS WHEN USED. 50 MPH speed limit begins west of I 08th Ave SE overpass. 5.ALL SIGNS MIN.48".48"UNLESS OTHERWISE SPECIFIED. R 6.CHANNELIZATI ON DEVICES ARE 28"REFL.CONES(Sea TABLE(1) Transition area me Ybegin west of 108th Ave SE. for spacing distances). TABLE(1) BUFFER DATA SIGN SPACING•X LENGTH CHANNE TION DEWCE TRAFFIC CONTROL PLAN jl,� MINIMUMHIM.U.LANE CLOSURE TAPER LENGTH (feel) CRIS(fee) KENT,WA .PH TANGINT Is, mc. �E' Posted Speed(mph) t N LONGITUDINAL BUFFER SPACE-B i RLPAL P—S A UPSAN--a Is LGN—— 1'05 R111 R"'' III TRANSPORTABLE ATTENUKTOR ROLL AHEAD DISTANCE•R _.O.TAL. -NIcs H-E H—�MH nR2AN N—a"SCALE HcaT VE . ' 11"P"11 L111 111(1) To 22 7—T M! — E A.IUSTED TO A—MMOLATE 17-- E"E_N'A" MANDATORY PAMPS.—E INT on—IPIL''-011E'NSLU1E1 11 U-1 AF—I HT'N n 'w I I [DREMOVED RRIN.NON-WORKING OURS,TRAFFIC CONTROL EM.VE AND ROW SHALL BE OPENED TO ITS FULL WIDTH IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED El; DURING NON-WORKING HOURS ACCORDING TO RCVV 47.36.200 LEGEND UNEVEN 2 O&2001021-1701OR-11 m WORK AREA LANES � 28"REFL.CONECqf NO ENCROACHMENT ON THIS EXISTING TRAFFIC FLOW FtiTRAVELED LANE IS PERMITTED. @ CONTINUATION LINE 0 POSTED S 277 ST POSTED SPEED SPEED UNIT LIMIT [K MAN DATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE NON-WORKING NO ROW SHALL BE OPENED TO ITS FULL WIDTH ADDL.NOTES: GENERAL NOTES: No anticipated pedestrian Impact. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Parking lane not present. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(MANDATORY). METRO mute not present. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. This sheets be used with sheet KENT.09&KENT.il 4.PROTECTIVE VEHICLE WITH TMA REQUIRED FOR EACH LANE THAT IS CLOSED.TMA SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS WHEN USED. 5.ALL SIGNS MIN.48".48"UNLESS OTHERWISE SPECIFIED. E, 6.CHANNELIZATI ON DEVICES ARE 28"REFL.CONES(see TABLE(1) for spacing distances). TABLE(1) TRAFFIC CONTROL PLAN BUFFER SIGN SPACING•X MINIMUMLANE CLOSURE TAPER LENGTH-L(INIe CHIANNE TION DEVICE N.I* SPACING(fee) KENT,WA I TANG11T N LDNGTTUDINAL BUFFER SPACE-B Is, �E' Posted SucINI hachn .,a..IN, 11 PN RNMC.A U—NNNALs 11 111 IPI (1) a_TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE•R —IN = NOT TcL1 UN .- (1)Al NAN. IN.—NE A.Ta.T.—....—E I—N..N.E 7i 5, 1 on THI IPIL'''11ENNIAE1 IN URBAN HT 11 - 11.E INTENcEIT11NI ANI 1 N1 'N N 14 MANDATORY DURING NON-WORKING"DORI,TRAFFIC CONTROL SHALL 11 LEGEND REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH El; WORK AREA 28"REFL.CONE 2 C.Pl.In.Bros To,. 41 SIGN LOCATION 9276 S27 St K.at,WA 98 30 — EXISTING TRAFFIC FLOW CONTINUATION LINE NO ENCROACHMENT ONTHIS TRAVELED LANE IS PERMITTED. $277 ST 0 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 -- -- — — — — — — — — Y. IIIIIIIIII 12 ADDL.NOTES: GENERAL NOTES: No anticipated pedestrian Impact. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Parking lane not present. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND IF APPLICABLE DATES(MANDATORY). THESE SIGNS SHALL BE DISPLAYED METRO mute not present. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD DURING NON-WORKING HOURS This sheets be used with sheet KENT.09&KENTJ 0 CONDITIONS. ACCORDING TO RCW 47.36.200 4.PROTECTIVE VEHICLE WITH TMA REQUIRED FOR EACH LANE THAT IS CLOSED.TMA SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS WHEN USED. 5.ALL SIGNS MIN.48".48"UNLESS OTHERWISE SPECIFIED. R 6.CHANNELIZATI ON DEVICES ARE 28"REFL.CONES(see TABLE(1) <�LC*.-i'Aw.."a for spacing distance BUFFER DATA SIGN SPACING•X MINIMUM LANE CLOSURE TAPER LENGTH•L(f Q TRAFFIC CONTROL PLAN KENT,WA N � LONGITUDINAL BUFFER SPACE•B uG PDMetl Speed(mph) 3PEEp,MP", P 55 o DE so 55 5 k n" �/ f f w A LFrvDTx p 4 �s zoo zw ws xa azs ass no s is r�P MPH zar:ISI - - -'?#la 1 f W20 3 n TRANSPORTASLESATTENUATOR ROLL AHEAD DISTANCE•R ] NDii SCALE 1A P. av Izl (1)�S—GS NA cHAN �TXM"EPACING NA ED Iry VNaAN aiEAs ro FIT AHEAD R W2D.2 > TABLE(1) m eo a CHANNELI2ATION DEVICE O 48,x SO' 24" 24" - SPACING feet ! s Ron 48"x 60" 7���qp, IllVR11~ SEE DETOUR ROUTE X{I I'W! RAMP iiii i ,�• R3-1 ADVANCE WARNING SIGNS WILL BE SHEET KENT.15 � SPACEDSITE CONDITIONS. ""' M—D ' REFER TO SIGN SPACING CHART. CLOSED a IF APPLICABLE y�,Tpy�, � THESE SIGNS SHALL BE DISPLAYED r m xrM DURING NON-WORKING HOURS Q m ACCORDING TO RCW 47.36.200 R11-1501 pu<� DISPLAY DAYS Awxiio - a' O O unEVEn PRIOR TO CLOSURE ••PosTeo�PasTEo I W20-1 LANES SPEED SPEED W20-5R WS-2001 W21-1701 W8-11 •,:.;•• uMrt LILM�IT W4-2L R y -•TAPER _ _ _ _ _ — — 30"X 24" DETOUR a7 a w^ M4-9V 2a 24 ER ~ E/B RAMP UNAFFECTED BY CLOSURE SGULD R3-2 NO ENCROACHMENT ON THIS USE TRANSVERSE DEVICES e W TRAVELED LANE IS PERMITTED. IN CLOSED LANE EVERY 1000' �/ W20-2 y� (recpmmended) LEGEND �0 MANDATORY � f WORKAREA AxEso W201 DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH ••••• 28"REFL.CONE fl SIGN LOCATION f EXISTING TRAFFIC FLAW ADDL.NOTES: GENERAL NOTES: POSTED POSTED Q SEQUENTIAL ARROW80AR0 No anticipated pedestrian Impact. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. SPEED SPEED Parking lane not present. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND LIMIT UMIT ® TRANSPORTABLE ATTENUATOR DATES(MANDATORY). Is ® METRO route not present. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD t CONTINUATION LINE CONDITIONS. POSTED SPEED LIMIT NOTE: This sheets be used with sheet KENT.13&KENT.14 4.PROTECTIVE VEHICLE WITH TMA REQUIRED FOR EACH LANE THAT IS CLOSED.TMA SHALL BE STRATEGICALLY LOCATED TO SHIELD Posted speed limit within advance warning/transition area is 40 MPH. WORKERS WHEN USED. 50 MPH speed limit begins west of 108th Ave SE overpass. 5.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. Transition area Irrakbegln west of 108th Ave SE. �"'m..°M.°`r•s o 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1)for spacing distances. o TABLE(1) BUFFER DATA SIGN SPACING•X LENGTH.1 CHANNE TION DEWCE TRAFFIC CONTROL PLAN jl,MINIMUMMINIMUMLANE CLOSURE TAPER (feel) CRIS(fee) KENT,WA .PH TANGINT Is, mc. �E' Posted Speed(mph) t N LONGITUDINAL BUFFER SPACE-B i RLPAL P—S A UPSAN--a Is LGN—— 1'05 R111 R"''`—N III TRANSPORTABLE ATTENUKTOR ROLL AHEAD DISTANCE•R _.O.TAL. -NIcs H-E HOST�MH nR2AN N—a"SCALE HcaT VE . ' 11"P"11 L111 111(1) To 22 7SIHT M! — E A.IUSTED TO A—MMOLATE 17-- E"E_N'A" MANDATORY PAMPS.—E SIT on—IPIL''-011E'NSLU1E1 11 U-1 AF—I HT'N n 'w I I [DREMOVED RRIN.NON-WORKING OURS,TRAFFIC CONTROL EM.VE AND ROW SHALL BE OPENED TO ITS FULL WIOTX IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED El; DURING NON-WORKING HOURS ACCORDING TO RCVV 47.36.200 LEGEND UNEVEN 2 08-2001021-170108-11 WORK AREA LANES � 28"REFL.CONE EXISTING TRAFFIC FLOW CONTINUATION LINE ........... ............... HY n S 277 ST . ...... NO ENCROACHMENT ON THIS TRAVELED LANEISPERMITTED. PGSTED PTIE1 SPEED SPEED UNIT LIMIT ADDL.NOTES: GENERAL NOTES: No anticipated pedestrian Impact. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Parking lane not present. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(MANDATORY). METRO mute not present. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD This sheets be used with sheet KENT.12&KENTJ4 CONDITIONS. 4.PROTECTIVE VEHICLE WITH TMA REQUIRED FOR EACH LANE THAT IS CLOSED.TMA SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS WHEN USED. 5.ALL SIGNS MIN.48".48"UNLESS OTHERWISE SPECIFIED. M 6.CHANNELIZATI ON DEVICES ARE 28"REFL.CONES(see TABLE(1) for spacing distances). TABLE(1) TRAFFIC CONTROL PLAN BUFFER DATA SIGN SPACING X MINIMUM LANE CLOSURE TAPER LENGTH•L ds,t) CH NNELIMTIDN DEVICE SPACING( 't) KENT,WA IH TAEST fin TANMII N LONGITUDINAL BUFFER SPACE•B SE— P, Speed(.ph) ar .,a..IN, ze sp ss p as so 'S 5. S, Sa UEOAN A—La —I"�P.K. ' Ic 2510 RLEAL A L= 41 a TRAN.PORTEABLE ATTENUKTOR ROLL AHEAD DISTANCE-R RONIIINTAL I IUI Tc SCALE UN A— T. 11)ALL sPncIN.mAl K AL—Ta.I........A.oTE.EAA.E .,a pp'iN. 1. ECU_ Fri MANDATORY RUN.NON-WORKING HOURS TRAFFIC CONTROL SHALL BE M I, LEGEND DURING R SHALLBE OPENED TO ITS FULL WIDTH WORK AREA 28"REFL.CONE 2 C.pm In.Bros F.h. 41 SIGN LOCATION 9276 S27 St Kest,WA 98938 — EXISTING TRAFFIC FLOW CONTINUATION LINE S 277 ST ———————— HY El 0 IIIIIIIIII — — — — — — — — — — — — — — — — — — — — — — — — — — — NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED. An t ADDL.NOTES: GENERAL NOTES: No anticipated pedestrian Impact. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Parking lane not present. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND IF APPLICABLE DATES(MANDATORY). THESE SIGNS SHALL BE DISPLAYED METRO mute not present. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD DURING NON-WORKING HOURS This sheets be used with sheet KENT.12&KENTJ 3 CONDITIONS. ACCORDING TO RCW 47.36.200 4.PROTECTIVE VEHICLE WITH TMA REQUIRED FOR EACH LANE THAT IS CLOSED.TMA SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS WHEN USED. 5.ALL SIGNS MIN.48".48"UNLESS OTHERWISE SPECIFIED. R 6.CHANNELIZATI ON D.EVICES ARE 28"REFL.CONES(see TABLE(1) <�L0.1*W21-11.1*W11-11 for spacing distance TRAFFIC CONTROL PLAN KENT,WA N DETOUR ROUTE w e MUST BE USED WITH SHEET KENT.12,KENT.13&KENT.14 5 NOT TO SCALE K H W c 0 E SMITH ST a C,9 y` O,y O,p E MEEKER ST y � u c pJ� SE 256 ST W O DETOUR S ¢ FkFN7'114 Ng�IlkRa y a a a SE 272 ST y aD0130 S 277 ST SE 274 ST o�S c c WORKAREA A z 3 z ND0130 SE 304 ST a LEA HILL RD SE 15 ST NE of y9 9p 9 o: OHO ~ LD~30 c 8 ST HE CONTRACTOR PROJECT# PREPARED BV 23-3001.1 Chris Grose w.anin�mnsrerzmuxc conxoL a "ti"UPERVISOR SUPERVISOR PROJECT LOCATION PHONE# ijo,$�� Kent,WA 253-258-1419 'A TA PHONE NUMBER \�KENT DATEPREPARED SHEET# EMAIL °e � 12/23/22 KENT.15 chris trafficcontrol lan.net SIGN SPACING•X TABLE(1) TRAFFIC CONTROL PLAN FFL .v CHANPACIN TION DEVICE MANDATORY O> ONE LANE,TWO-WAYTMFFIC TAPER SPECS KENT,WA d SPACING FEET N TAPER TYPE LENGRI Intl tl OF DENCEs WAGGERS SHALL CONFORM TO i R �� UPSTREAM TAPER 5E'TO 1EG fi DEVICE MIN. WpC 296.155.3058466.95.302 W B 1, Idly, zs 111 uax zoo:IZI ppyiM,nEpb1 TRPEn 6 DEVICE MIN. S a 6 `n52333JILUt!' eI ox Nzl NGTTO SLATE _ _ Eol E"°°INS. an—.°RT ADVANCE WARNING SIGNS 4111 }} PLS SPACED 0(X)ORA$PER TED v coxtl11 IF APPLICABLE LEGEND SITE CONDITIONS. ° W20_1 un1R ADVISORY -:. THESE SIGNS SHALL BE DISPLAYED REFER TO SIGN SPACING CHART. DURING NON-WORKING HOURS WORKAREA I ACCORDING TO RCW 47.36.200 01 ••••• 28"REFL,CONE Renton Regional FS#13 18DO2 108th Ave SE �oWro O uNEWN 11 SIGN LOCATION *w;-�'b R n on,WA 99055 = IANEs IN VICINITY OF WORK AREA W8-2001 w21-1701 W&11 EXISTING TRAFFIC FLOW BUT UNAFFECTED BY CLOSURE �•• TEMPORARY TRAFFIC FLOW "Orl FLAGGING STATION g �o ti I I a POD W2O-1 Residence: I IT 10626 SE 200th St F L� Kent,WA 98D31 t-41.tW201bt�2O-l _ZO Y I FLAGGER TAPER SE zoo sT IS Q W LE�_� I PRW.E W.FLOW IIIIIIIIIII SHALL MAINTAIN 1V $E 2OD$T yGNE RJ MIN.LANE WIDTH TW2.-1 a Me TJ�4 IITII W20-/a METRO STOP r` SIGNAL SHALL FLASH RED-ALL DIRECTIONS. ® •Ze UNAFFECTED UPO SHALL COUNTERMAND SIGNAL. / W (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)—/ ADDL.NOTES: } UPO SHALL CONTROL ALL TRAFFIC No anticipated pedestrian imped. uu W2O-1 MOVEMENTS WITHIN INTERSECTION. Parking lane not present. MANDATORY ■ METRO route presets but unaneded. a 11 W20-7a DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE CLOSURE AFFECTS RESIDENT DRIVEWAY(s) REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH MANDATORY raeTo PROPERTY OWNER PERMISSION REQUIRED GENERAL NOTES: i0P W20-7b TO BLOCK DRIVEWAY 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. CONTRACTOR MUST COORDINATE WORK 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ���ppp TIMES 8 DATES WITH AFFECTED RESIDENTS DATES(OPTIONAL). 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE Mn w2O-1 OF CLOSURE:206-477-1140(MANDATORY) 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5.ALL SIGNS MIN.48"X 48"UNLESS OTHERWISE SPECIFIED. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC (1)for Spacing distances). USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE WAC 296.155.305 SECTION 9(C) _ INTERSECTIONS AND/OR DRIVEWAYS. o SIGN SPACING•X TABLE(1) TRAFFIC CONTROL PLAN FFL .v CHANPACIN TION DEVICE MANDATORY O> ONE LANE,TWO-WAYTMFFIC TAPER SPECS KENT,WA d SPACING FEET N TAPER TYPE LENGRI Intl tl OF oENCEs WAGGERS SHALL CONFORM TO i R �� UPSTREAM TAPER 50'TO 100 fi OEVIDE MIN. WpC 296.155.3058466.95.302 N5 B 1, Idly, zs 111 uax zoo:lzl DAWN.REAM TAPER 6 DEVICE MIN. S a 6 `n52333JILUt!' eI ox Nzl NOTTO SCAIE _ _ Ecl E"°°�H5. an—.°RT ADVANCE WARNING SIGNS 4111 }} P SPACED 0(X)ORA$PER TE0 v coxtl11 IF APPLICABLE LEGEND SITE CONDITIONS. ° W20_1 un1R ADVISORY -:. THESE SIGNS SHALL BE DISPLAYED REFER TO SIGN SPACING CHART. DURING NON-WORKING HOURS WORKAREA I ACCORDING TO RCW 47.36.200 01 ••••• 28"REFL,CONE Renton Regional FS#13 18DO2 108th Ave SE �oWro O uNEWN 11 SIGN LOCATION *w;-�'b R n on,WA 99055 = IANEs IN VICINITY OF WORK AREA W8-2001 W21-1]01 WB-11 EXISTING TRAFFIC FLOW BUT UNAFFECTED BY CLOSURE �•• TEMPORARY TRAFFIC FLOW "0rl FLAGGING STATION g �o ti I I a POD W201 Residence: E-I IT 1Me SE 20On,St F Kent,IWAA998I031 t-41.tW201bt�2O-l SHALL MAINTAIN I1' Y I PSPSLLJJ MIN.LANE MOTH a SE 200 ST PRIORITIZE WIB FLOW II11111 o FR GNE FIAGGER TAPER SE 200 ST T ��W204 W20-7a SIGNAL SHALL FLASH RED-ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. W (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) ADDL.NOTES: } UPO SHALL CONTROL ALL TRAFFIC No anticipated pedestrian imped. uu W20-1 MOVEMENTS WITHIN INTERSECTION. Parking Ian.not present. MANDATORY ■ METRO route presets Out unafieded. a 11 W20-7a DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE CLOSURE AFFECTS RESIDENT DRIVEWAY(S) REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH MANDATORY raETo PROPERTY OWNER PERMISSION REQUIRED GENERAL NOTES: i0" W20-7b TO BLOCK DRIVEWAY 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. CONTRACTOR MUST COORDINATE WORK 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ���ppp TIMES 8 DATES WITH AFFECTED RESIDENTS DATES(OPTIONAL). R11ri 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE un w2a1 OF CLOSURE:206-477-1140(MANDATORY) 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5.ALL SIGNS MIN.48"X 48"UNLESS OTHERWISE SPECIFIED. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC (1)for Spacing distances). USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE WAC 296.155.305 SECTION 9(C) _ INTERSECTIONS AND/OR DRIVEWAYS. o SIGN SPACING-X TRAFFIC CONTROL PLAN o KENT,WA N > DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE eR 1 I ILLUMINATEOWITHOUTCAUSINGGLARETOTHETRAVELINGPUBLIC W�BaaBEJ{ xs F3P mPR xcva nl USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. g m ee113�iy,,'7LIII��iE. Re oax aAiOsa va l2 WAC 296155J05 SECTION 9(C) +t POSTED NOT TO SCALEtsd2,{ 19 u�sPAaN.' NAx SPEED IF APPLICABLEI'M fff la 1Nlsss1PwAxv co omo sou o lu uaanu naens ro nr THESE SIGNS SHALL BE DISPLAYED oxs AND DR FwAvs MANDATORY A f DURING NON-WORKING HOURS ACCORDING TO RCW 47.38.200 ONE LANE,TWO-WAY TRAFFIC TAPER SPECS pURINGNQN-WORKING HOURS,TRAFFIC CONTROL SHALL BE TAPER rvPE LENGTR can a of DEVICES REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH 11P5TREAM TAPER s0'TO iDtt fi OEVx£MIN. UNEVEN DOWNSTREAM TAPER S DEVICE MIN. LANES so'TO FxiWB-2001 xcamoxwW21-1701 W8-11 TABLE(1) CHANNELIZATION DEVICE SPACING FEET - 29"REFL COME m r. ADVANCE WARNING SIGNS a�*7 SPACED G(X)OR AS PER SITE CO MANDATORY REFER TO SIGN$PLACING CHART. FLAGGERS SHALL CONFORM TO FIAGGER TAPER WAC296.1S5.SOS 8468.95.302 SHALL YANTAN W' MN LANE WIDTH y tt-71 QT LEGEND MANDATORY WORKAREA PEDESTRIAN ESCORT:Stop work,secure passable ADA compliant pedestrian access on existing sidewalk PED R9-11L dN 315 'a ..... 28"REFL.CONE (4'min.).Clear zone must be free of overhead hazards ESCORT \\ S µ jkA 1iD i o when pedestrians are movingthrough work area. / H SIGN LOCATION FLAGGER TAPER EXISTING TRAFFIC FLOW PUTED r�///// SIGNAL SHALL FLASH RED-ALL DIRECTIONS. miT / UPO SHALL COUNTERMAND SIGNAL. •Z= FLAGGING STATION 5259 \\ 24'x 12„ (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) ADVISORY Y YL u L35 I"r ` UPO SHALL CONTROL ALL TRAFFIC I R9a11 RFo MOVEMENTS WITHIN INTERSECTION. Puget Sound FS#73 26512 Military Rd S / Kent,WA 98032 METRO STOP® IN VICINITY OF WORK AREA UNAFFECTED BUT UNAFFECTED BY CLOSURE i� Mo-7a w2oaa mP owzo-7e 1`C�� ADDL.NOTES: GENERAL NOTES' wzal P MO-7b 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. a 1 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE:206,477.1140(MANDATORY) 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 5.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). Rg 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. e SIGN SPACING•X TRAFFIC CONTROL PLAN o s`s 'i IF APPLICABLE KENT,WA INTHESE SIGNS SHALL BE DISPLAYED a DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE DURING NON-WORKING HOURS W-4 .B 3 ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC ACCORDING TO RCW 47.36.200 T a a¢ xs i3o max xcI nl USINGPORTABLELIGHT TOWER OR APPROVED ALTERNATIVE. g REsmENTa�s ausNEss asrmcrs WAC 296155J055ECTION 9(C) NOT TO SCALE III ux�ngNo MAANN uHnN i ONEVEN 1s2e IZI TNlsxonwur eo omo sou cl IN uaaau nRens ro ITT LVIE$ MmiW&2001 U ueN W21-1701 WB-11 MANDATORY ONE LANE,TWO-WAY TRAFFIC TAPER SPECS DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE POSTED " TAPER TYPE LENGTH(�etl P CF DENDEe + } REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH SPEED 11P5TREAM TAPER s0'TO iDI fi DEVX£MIN. UMN GOWNSTRFAM TAPER 50'TD fi DEVCE MIN. 1 TABLE(1) f ADVANCE WARNING SIGNS _ CHAN PACIN (F DEVICE SPACED@(X)OR AS PER SPACING FEET SITE CONDITIONS. re'reoW20.Tfi REFER TO SIGN SPACING CHART. To MANDATORY :1�* a' MANDATORY o-Ta WAGGERS SHALL CONFORM TO ��� wzal WAC 295.155.3058468a5.3O2 PEDESTRIAN ESCORT:Stop work,secure ngssidew o-T �wsaTc ADA compliant pedestrian access on existing sidewalk (4'min.).Clear zone must he free of overhead hazards when pedestrians are movin through work area. \\\ S RE1TH RD x 24" LEGEND Rg-11Ro SIGNAL SHALL FLASH RED-ALL DIRECTIONS. Go _ UPO SHALL COUNTERMAND SIGNAL. POSTED FLAGGER TAPER EV/ (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) WORK AREA //� 24'x 12° UPO SHALL CONTROL ALL TRAFFIC ••••• 28"REFL.CONE L36 S 25g P , � ' � � MOVEMENTS WITHIN INTERSECTION. H SIGN LOCATION I Rg-11RPED F; ESCORT 28"REFL.MINE ADVISORY •z' �— EXISTING TRAFFIC FLOW W' FLAGGING STATION METRO Pe $HALL MMNTAIN II' (((\\\••�yyVV++)) UNAFFECTED MIN LANE WIDTH Puget Sound FS#73 W20-Tv 26512 Military Rd S mp 9 FLAGGER TAPER Kent,WA 98032 wza7e QO IN VICINITY OF WORKAREA BUT UNAFFECTED BY CLOSURE GENERAL NOTES: o-Tn ADDL.NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE:206,477.1140(MANDATORY) 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 5.ALL SIGNS MIN.48"It48"UNLESS OTHERWISE SPECIFIED. 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)tor spacing distances). Rg 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. e SIGN SPACING-X TRAFFIC CONTROL PLAN o s`s 'i IF APPLICABLE KENT,WA INTHESE SIGNS SHALL BE DISPLAYED a DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE DURING NON-WORKING HOURS W-4 .B 3 ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC ACCORDING TO RCW 47.36.200 T a a¢ xs r3o max xaI nl USINGPORTABLELIGHT TOWER OR APPROVED ALTERNATIVE. g ReslOexra�N ausNess asrwcrs WAC 296155J055ECTION 9(C) NOTTOSCAIE III ux�Aallo NAAND ONAN i UNEVEN 1s2e Iz)TNlsxonwur eo omo sou IN uaaau naens ro FlT LVIES MSWW&2001 x ueN W21-1701 WB-11 MANDATORY t PASTED - SPEED ONE LANE,TWO-WAY TRAFFIC TAPER 3PEC8 LIMIT -:. TAPER rvPE LENDTxcZI IOT""' DREMOVEANDRWSHLL RS,PENE CCONTROLL WIDTH SHALL f sD'To 1Da 5 DLVXE Mlrv. REMOVED AND ROW SHALL BE OPENED TOITSFULL WIDTH DOWNSTREAM TAPER 50'TO 5 DEVICE MIN. TABLE(1) CHANNELIZATION DEVICE r oW. — SPACING FEET — ADVANCE WARNING SIGNS SPACEDO(X)OR ASPER ro SITE CONDITIONS. zsno IC TO ZD as REFER TO SIGN SPACING CHART. MANDATORY - a' SIGNAL SHALL FLASH RED-ALL DIRECTIONS. FIAGGERS SHALL CONFORM TO UPO SHALL COUNTERMAND SIGNAL. WAG 296.155.3D58468.95.3D2 (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) F'►�a UPO SHALL CONTROL ALL TRAFFIC m Tb $ MOVEMENTS WITHIN INTERSECTION. w10.Ts i 24"x 12' H y 24"x 12' R9.11R SREITH RD �;2 LEGEND Q �R911R a�ac` nY o� WORK AREA m"REEL.CONE� PoucE ••••• 28"REEL.CONE PDsreD FLADDER TAPER H imi SIGN LOCATION T F6 EXISTING TRAFFIC FLOW L35 S2,9 ADVISORY epj �. r Iglnl FLAGGING STATION I MIN LANE WIDTH Puget Sound FS#73 METRO STOP® 26512 Military Rd S UNAFFECTED Kent,WA 98032 IN VICINITY OF WORKAREA SE W.- BUT UNAFFECTED BY CLOSURE NRNy 810PFOW20.Tb � FIAGGER TAPER ADDL.NOTES: GENERAL NOTES: aI MO-7x 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). Na w2am 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE /f OF CLOSURE:206,477.1140(MANDATORY) 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD .x w2a1 5.ALL SIGNS MIN.48"It48"UNLESS OTHERWISE SPECIFIED. 6.CHANNELIZATION DEVICES ARE 28"REEL.CONES(see TABLE (1)tor spacing distances). Rg 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. e SIGN SPACING-X TRAFFIC CONTROL PLAN o s`s 'i IF APPLICABLE KENT,WA IN THESE SIGNS SHALL BE DISPLAYED a DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE DURING NON-WORKING HOURS W-4 .B 3 ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC ACCORDING TO RCW 47.36.200 T a a¢ xS t3o maR xaD nl USINGPORTABLELIGHT TOWER OR APPROVED ALTERNATIVE. g RESiD—A N a WAC 296155J05 SECTION 9(C) NOT TO SCALE OSTED 1�I ux s�FnaxGf mA PNnN +} LIMIT O O UNEVEN 1'sdt (zl TNlsRoUMN1�mps s LOOIN uANDaa�N AREAS TO ITT PUMP LVIES Y W&2001 W21-1701 W6-11 MANDATORY ' ONE LANE,TWQ-WAY TRAFFIC TAPER 3PEC8 pURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE ' TAPER rvPE LENGTR can a of oEVICEs REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH 11P9TREAM TAPER 50'TO'IZ fi OEVXE MIN. FAM TAPER a DEVICE MIN. _ TABLE(1) CXAN DEVICE SPACING(FEET) _ TO D 40 ADVANCEWARNINGSIGNS SPACED 0(X)OR AS PER SITE CONDITIONS. MANDATORY REFER TO SIGN SPACING CHART. d w FLAGGERS SHALL CONFORM TO WAC 296.1S5.Ses 84G8.95.302 28"REFL.CONE Ti 24'x 12" 1IW2a]e tw 20-]bSIGNAL SHALL FLASH RED-ALL DIRECTIONS. .w,W o, FLAGGERTAPER UPO SHALL COUNTERMAND SIGNAL. IF► (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) �R9.11R 3<W FLAGGER TAPER r�G;z LEGEND UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. S REITH RD zN p a WORK AREA SHALL MAINTAIN t1' ..... 28"REEL.CONE POSTED 24"%12' MIN LANE WIDTH SPEED S H SIGN LOCATION LIMIT Fe EXISTING TRAFFIC FLOW ® Sg59 p` ' ov`` R941R ADVISORY Y; FLAGGING STATION I Puget Sound FS#73 METRO STOP 26512 Military Rd S UNAFFECTED® Kent WA 98 32 IN VICINITY OF WORK AREA y BUT UNAFFECTED BY CLOSURE P. wza]a i?� wza]a P omp wzo-m �p ADDL.NOTES: GENERAL NOTES: 01 o—.7b 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Pmm 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND a+ DATES(OPTIONAL). 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE:206,477.1140(MANDATORY) 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 5.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). Rg 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. e SIGN SPACING•X TABLE(I) TRAFFIC CONTROL PLAN a CHANPACIN TION DEVICE MANDATORY O> ONE LANE,TWO-WAYTMFFIC TAPER SPECS KENT,WA d SPACING FEET N TAPER TYPE LENGRI Intl tl OE OENCEs WAGGERS SHALL CONFORM TO i R �� UPSTREAM TAPER SO'TO fOG fi DEVICE MIN. WpC 296.155.3058468.95.302 W B !�{Ed lz, ze 111 uaH zoo x III DC—REAM TRPEF 6 DEVICE MIN. S a 6 `n5 2333JIL0t!' EN A, TnI.T eI ox NZI NOT TO SCAIF _ In TH15nonownv°oriano sou Eo°I"n unenn nnans T°Rr LEGEND w� It � W"REFL.CONE ..••• 28"REFL.CONE 11 SIGN LOCATION P%TO EP, ° ✓+ f EXISTING TRAFFIC FLOW W20-7b j p s•B■Pyl FLAGGING STATION V It rn per* POUED SPEED a 24"z 12° 24°x 12" ^i w UNIT W20-1 rcwnumse wuu<wera s <�� wzo-7a t tW20-7a<:!�O-4 �FIAGGER TAPER FLAGGERTAPER R9-11A.a W20.1*'nil �Y SHALL MAINTAIN 11, i SE 256 ST 2 REFL.CONE 2 MIN.LANE WIDTH wOMez °µE C7WALKs.GNAL nY o V—+W2O1. 38"X 24-W2Q1 W20-0 W20-7a EXRDM'MAYONLYBE Meri11111"I' ArIrs�SPACED®1X1OR ASPER CLOSED DURING NPM,WA 98 SITE CONDITIONS. N1401 ONSCHOOL HOURS I 1 REFER TO SIGN SPACING CHART. /I ADDL.NOTES: W20-76 Pedestrians shall cross street to bypass work area. Parking lane not present. MANDATORY 't DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE METRO route not t.presen w2o-1 REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH ADVISORY GENERAL NOTES: Puget Sound #13 25620 HerI,WA Ave BE 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Kent,WA 98042 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND IN VICINITY OF WORK AREA DATES(OPTIONAL). BUT UNAFFECTED BY CLOSURE 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4.ALL SIGNS MIN.48"X 48"UNLESS OTHERWISE SPECIFIED. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE 5.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC y� (1)for spacing distances). USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. �Miar.sss c 6.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE WAC 29&155.305 SECTION%C) R _ INTERSECTIONS AND/OR DRIVEWAYS. o SIGN SPACING•X TABLE(I) TRAFFIC CONTROL PLAN a CHANPACIN TION DEVICE MANDATORY O> ONE LANE,TWO-Wd TMFFIC TAPER SPECS KENT,WA d SPACING FEET N TAPER TYPE LENGRI Intl tl OF OENCEs WAGGERS SHALL CONFORM TO i R �� UPSTREAM TAPER SO'TO fOG fi OEVIOE MIN. WpC 296.155.3058468.95.302 W B !�{Ed lz, zs r 10 11H zoo x III DC—REAM TRPEF 6 OEVICE MIN. S a 6 `n5 2333JILUt!' EN A, TnI.T eI ox Nzl NOT TO SLNE _ Ia THlsn"s'PAcwc oriano sou Eo°i"N unenN nn�Te.°0, LEGEND w� It � W"REFL.CONE ..••• 28"REFL.CONE 14 SIGN LOCATION P%TO EP, ° �+ f EXISTING TRAFFIC FLOW W20-7b j p s•B■Pyl FLAGGING STATION V `} rn rc * Z POSTED SPEED Q 24"x12" ^a w UMIT W20-1 i swuxsws 7Q 24'x 12' Wza7a sws�e ONE Lex SHALL MAINTAIN 11' R9-11A tW20-7a MIN.LANE WIDTH FAO W20�:IW20.1 Rs-nq SE 256 ST 7.N z 28 REFL.COREjil FLAGGER TAPERFLAGGER TAPERM CROSSWALK SIGNAL38-x 24- ONLY oa w2a�HEXRCUISEOYONMeridianElementary SM0O1SPACE E WAPER DLOSED ONLYBE 256211401h Ave SE ¢ •z, SPACED®OU GRASPER CLO6EO DURINGOL HOURS 2,1401 t WA a. W� SITE CONDITIONS. NONSCHOOL HOURS I REFER TO SIGN SPACING CHART. W20-7y / ADDL.NOTES: Pedestrians shall cross street to bypass work area. Parking lane not present. MANDATORY w > P W20.7b METRO route not present. DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH ADVISORY me N } Eke W20-1 GENERAL NOTES: Puget sound FS#13 25620 HerI,WA Ave BE 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. Kent,OF WORK 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND U VICINITY OF WORK AREA DATES(OPTIONAL). BUT UNAFFECTED BY CLOSURE 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE 5.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC y� (1)for spacing distances). USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. �Mis...sss c 6.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE WAC 29&155.305 SECTION%C) R _ INTERSECTIONS AND/OR DRIVEWAYS. o BUFFER DATA SIGN SPACING=X ONE LANE,TWO-WAV TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LENGFH(hetl CF DEN°EB KENT,WA D IMPHI 'c TO 1DD MIN. TH IkN COMNaTREAM TAPER 50'TO 109 MIN. zs,so MaH m0:ca CLOSURE MAY AFFECT RESIDENT TRAN8PORTABLEI ATTENUATOR3o50LL AHEAD 018TANCE.R TABLE(1) DRIVEWAY °'Cn CHANNELIZATION DEVICE IBIO TOaI us B hBI—BE A UBTED TOOMMO—E NTEI—IOE SPACING(FEET) PROPERTY OWNER PERMISSION 11 1Tais� N?wOu ioucEo°iu uaaau Warns T°IF REQUIRED TO BLOCK DRIVEWAY NOTIFY AFFECTED RESIDENTS OF WORK TIMES&DATES THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING YES ❑NO INITIAL WORK OPTIONAL IF oxE ux t.�ll AREA SPACE IS LIMITED50'-1o0' DISTANCE ~~ 50' 100' W20-4 6 DEVICE MIN. VARIES _ R _ B 6 DEVICE MIN. Aki _~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ®.------ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~ - SHALL MAINTAIN 11' MIN.LANE WIDTH D W o-1 °EW204 OW20-7G W20-7B LEGEND 26"RE FL.CONE. f OFFSET CONES TO WORK AREA MAINTAIN 11'MIN. ADVANCE WARNING SIGNS OPTIONAL IF TRAVEL LANE WIDTH •x x•r 28"REFL.CONE SPACED A(X)OR AS SPACE 40 MPH OR LESS ALLOWS. H SIGN LOCATION REFER TO SIGN SPACING CHART. f EXISTING TRAFFIC FLOW FLAGGING STATION MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE . NO PARK BARRICADE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH (IF NECESSARY) ARKING GENERAL NOTES: M 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DISPLAYED 72 HRS IN V KENT 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE ADVANCE OF CLOSURE GATES(OPTIONAL). ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC TRACTOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. ERASOR CONDITIONS. WAC 296155305 SECTION e(C) 2021 Overlay�OrolM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER Iwxa) PR S.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) ONE-LANE,TWO-WAY TRAFFIC CONTROL SUPERVISOR I PHONE NUMBER ty.I SHEET NUMB BATE for spacing distances). WITH FLAGGERS PREPARED BY PxonEKPW.IER 3l2/21 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE Z-012 Chris Grose - INTERSECTIONS AND/OR DRIVEWAYS. �J�- 4w.e� E AR NOT TO SCALE Chris@lrafficcontrol lan.net BUFFER DATA SIGN SPACING=X ONE LANE,TWO—WAV TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LUN l(hetl CF DEN°EB KENT,WA D IMPHI 50'TO 1DD MIN. TH IkN COMNaTREAM TAPER 50'TO 109 MIN. zs,so MaH mD:ca CLOSURE MAY AFFECT RESIDENT TRAN8PORTABLEI ATTENUATOR3o50LL AHEAD 018TANCE=R TABLE(1) DRIVEWAYS °'Cn CHANNELIZATION DEVICE IBIO TOaI us B hBI—BE A UBTED TOOMMO—E NTEI—IOE SPACING(FEET) PROPERTY OWNER PERMISSION 11 1Tait� N?wOu ioucEo°iu uaaau Warns To IF REQUIRED TO BLOCK DRIVEWAY NOTIFY AFFECTED RESIDENTS OF WORK TIMES&DATES THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING YES NO INITIAL_ WORK OPTIONAL IF tW2D-4 D W aono20.1 AREA SPACE IS LIMITED W20-Ta 50'-1 o0' DISTANCE ~~� 50'-700' fi DEVICE MIN. yp g 6 DEVICE MIN. ♦ ��I ® f aaD oar uxr Be SHALL MAINTAIN IV Nn�D aRrTo ro �I MIN.LANE WIDTH D wzon D wzo-a STOP w2o-TD n w2oaa LEGEND 28"REEL.CONE. ® WORK AREA T T OFFSET CONES TO MAINTAIN it'MIN. ADVANCE WARNING SIGNS OPTIONAL IF TRAVEL LANE WIDTH •x x•r 28"REEL.CONE SPACED R.(X)OR AS SPACE 40 MPH OR LESS ALLOWS. REFER TD SIGN SPACING CHART. H SIGN LOCATION f EXISTING TRAFFIC FLOW FLAGGING STATION MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE ♦ NO PARK BARRICADE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH (IF NECESSARY) �4 ARKING GENERAL NOTES: � ` /^— t.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DISPLAYED 72 HRS IN V KENT 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE ADVANCE OF CLOSURE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC GATES(OPTIONAL). 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. ERASOR CONDITIONS. WAC 296155305 SECTION e(C) 2021 Overlay�OrolM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER Iwxa) PR S.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REEL.CONES(see TABLE(1) ONE-LANE,TWO-WAY TRAFFIC CONTROL SUPERVISOR I PHONE NUMBER ty.I SHEET NUMB GATE for spacing distances). WITH FLAGGERS PREPARED BY PxonEKPW.2ER 3l2/21 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE "`012 Chris Grose - INTERSECTIONS AND/OR DRIVEWAYS. �J�- 4w.e� E AR NOT TO SCALE Chris@lrafficcontrol lan.net BUFFER DATA SIGN SPACING=X TABLE(1)CHAN DEVICE TRAFFIC CONTROL PLAN SPACING(I LONGITUDINAL BUFFER SPACE=IsHill—SIII SPACING feet KENT,WA .lEE.(MRpIs I II IH TH II.N zs,3o MPX wnz(zl TRAN8PORTABLE ATTENUATOR OLL AHEAD 018TANCE.R IOS Cz (1)ALL SPACING MANPIE_ N NAO'(2)THIeRSPAGNG Au Eo IN uRR4u AREAS To FR THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING ADVANCE WARNING SIGNS SPACED @(X)OR AS SPACE ALLOWS. YES NO INITIAL REFER TO SIGN SPACING CHART. AD WORK AREA . OPTIONAL IF tWIll DOWNSTREAM SPACE. LIM tW2I3111 T-D 2.1 �. TAPER DISTANCE VARIES �. g L CONE TAPER=L f _~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — _ _ _ _ _ _ _ _ _ — — — — — — _ _ _ _- - 28"REEL.CONE LEGEND NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED ® WORK AREA ••••• 28"REFL.CONE ®® WORK/PROTECTION VEHICLE MANDATORY 0 SEQUENTIAL ARROWBOARD DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH *i SIGN LOCATION — EXISTING TRAFFIC FLOW . NO PARK BARRICADE GENERAL NOTES: (IF NECESSARY) ' \I • 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. •PARKING KEN T 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ='I� DATES(OPTIONAL). CONTRACTOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD DISPLAYED 72 HRS IN SUPERASOR CONDITIONS. ADVANCE OF CLOSURE 2021 Overlay�OrolM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER IaR=•I FR S.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. �E Kent, WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) SUPERVISOR L PHONE NUMBER(y*) SHEET NUMB BATE for spacing distances). TYPICAL RIGHT LANE CLOSURE . PREPARE'By PxUnEKPW.3ER 3l2/21 7.ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE AT-GRADE "012 Chris Grose - INTERSECTIONSAND/OR DRIVEWAYS. ZJ�- 4w.e� E AIL NOT TO SCALE Chris@lrafficcontrol plan.net BUFFER DATA SIGN SPACING=X TABLE(i)CHAN DEVICE TRAFFIC CONTROL PLAN SPACING [I LONGITUDINAL BUFFER SPACE=IsSPACING feet KENT,WA .IEE.(MRpIs I II IH TH Crary zs t3o MPX wnz(zl IOS TRAN8PORTABLE ATTENUATOR OLL AHEAD 018TANCE.R 21 11H OR LESS Cz (1)-SPACING MANPIE_ N (2)THIeRSPAGNe Au Eo IN uRR4u AREAS To FR ADVANCE WARNING SIGNS SPACED @(X)OR AS SPACE ALLOWS. REFER TO SIGN SPACING CHART. NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED AD OPTIONAL IF tWI-21tW20-5LT.-D DOWNSTREAM WORK AREA SPACEIS LIMITED I �I20.1 TAPER DISTANCE VARIES R g LL I� /T ®R ~ _y _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ — — CONE TAPER=L�•a.....,.,.e®....�.. — — — — — — ......�...-.........._ I�► DOWNSTREAM L ~� —R TAPER _I 1� 28"REEL.CONE ��1JIII OPTIONAL IF ;W20-1 ;W20-5L W4-2R SPACE IS LIMITED NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED LEGEND MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE ® WORK AREA REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH ••••• 28"REFL.CONE WORK/PROTECTION VEHICLE SEQUENTIAL ARROWBOARD GENERAL NOTES: H SIGN LOCATION 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. f EXISTING TRAFFIC FLOW �NT 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). . NO PARK BARRICADE CONTRACTOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD (IF NECESSARY) SUPERASOR CONDITIONS. 2021 OXerla�Ora'ed 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE AWORK TRUCK. PHONE NUMBER(aeal PR L S.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. o �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) SUPERVISOR PHONE NUMBER(fe.) SHEET NUMB BATE for spacing distances). TYPICAL LEFT LANE CLOSURE DISPLAYED 72 HRS IN . PREPARE' PxONEKPW.4ER 3l2/211 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE mz ADVANCE OF CLOSURE Chris Grose - INTERSECTIONS AND/OR DRIVEWAYS. NOT To SCALE �2�-. 4w.e. ,^_ E AIL ris@traff!ccontrolplan.net BUFFER DATA SIGN SPACING=X ONE LANE,TWO—WAT TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LUN l(hetl CF DENCES KENT,WA G IMRm so'To 1CO Mlrv. LEGEND TN IkN OOW HEAM TAPER 50'TD 100 6 DENICE MIN. IENG 15 1W sso 5 36o a15 a95 510 5 ni(r PORTABLE ATTENUATOR300LL AHEAD 018TANCE=aR 2513o MPx TABLE(1) ® WORK AREA °' CHANNELIZATION DEVICE IBIA TO (1)Air BFACINB MAY N SPACING FEE ..... 28"REEL.CONE aI TwG�'.= EG w uRB AREAS To rR H 00-10- SIGN LOCATION THIS PLAN MAY BE MIRRORED FOR EXISTING TRAFFIC FLOW OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING FLAGGING STATION ��� uo W201 CLOSURE MAYAFFECT RESIDENT . NO PARK BARRICADE YES M NO INITIAL_ � DRIVEWAY (IF NECESSARY) PROPERTY OWNER PERMISSION �i PARKING WPO� REOUIRED TO BLOCK DRIVEWAY . o �o NOTIFY AFFECTED RESIDENTS OF ADVANCE WARNING SIGNS WORK TIMES&DATES DISPLAYED 72 HRS IN SPACED 0(K)OR AS SPACE ADVANCE OF CLOSURE ALLOWS, +W2O-7e REFER TO SIGN SPACING CHART. I I MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE WORK OPTIONAL IF REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I AREA SPACE IS LIMITED DISTANCE 50'-lo0' w20-7a nu W20� un W2o-1 NOT FOR USE AT SIGNALIZED INTERSECTIONS VARIES I R B 6 DEVICE MIN. —~ — — — — — — — — — — — — — — ®®..........— — — — — — — — — — — — — — _ ;/z SHALL MAINTAIN 11' MIN.LANE WIDTH B W20-1 ;W2(E4 ;BW20-7b W20-7a 28"REEL.CONE. f OFFSET CONES TO MAINTAIN 11'MIN. TRAVEL LANE WIDTH OPTIONAL IF 40 MPH OR LESS GENERAL NOTES: DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE T 1.ALL SIGNSAND SPACING SHALL CONFORM TO THE MUTCD. ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC •• •__• 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. DATES(OPTIONAL). WAC 296-155-305 SECTION 9(C) CONTRACTOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD SUPERASOR MAN CONDITIONS. 2021 Overlay'Oro'ed 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER(oral PR S.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. ONE-LANE,TWO-WAY TRAFFIC CONTROL �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REEL.CONES(see TABLE(1) SUPERVISOR PHONE NUMBER ty.I sxEET NUMB BATE for spacing distances). WITH FLAGGERS PREPARED BY PHON KPW.SER 3l2/21 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE 3-WAY INTERSECTION ;,`„01P.� `" JIL INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE °-��`� ENpis Grose - chris@lrafficcontrol lan.net BUFFER DATA SIGN SPACING=X ONE LANE,TWO—WAT TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LUN l(hetl CF DENCES KENT,WA G IMPm so'To 1oO Mlrv. LEGEND TN IkN GONNBTREAM TAPER 50'TD 100 MIN. IENG 15 1W sso 5 36o a15 a95 510 5 ni(r PORTABLE ATTENUATOR300LL AHEAD 018TANCE=aR 2513o Max TABLE(1) ® WORK AREA °' CHANNELIZATION DEVICE IBIO TO (1)ALL—CNB MAY n SPACING FEE ..... 28"REEL.CONE 11 al Txis_s�F'._= EG w URBnx AREns To IF H SIGN LOCATION THIS PLAN MAY BE MIRRORED FOR EXISTING TRAFFIC FLOW OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING FLAGGING STATION ��� uo W2o 1 CLOSURE MAYAFFECT RESIDENT . NO PARK BARRICADE YES M NO INITIAL_ � DRIVEWAY (IF NECESSARY) PROPERTY OWNER PERMISSION �i PARKING WPO� REOUIRED TO BLOCK DRIVEWAY . o �o NOTIFY AFFECTED RESIDENTS OF ADVANCE WARNING SIGNS WORK TIMES&DATES DISPLAYED 72 HRS IN SPACED 0(K)OR AS SPACE ADVANCE OF CLOSURE ALLOWS, +W2O-7e REFER TO SIGN SPACING CHART. I I MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE WORK OPTIONAL IF REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I AREA SPACE IS LIMITED DISTANCE 50'-lo0' w20-7a no W20� un W2o-1 NOT FOR USE AT SIGNALIZED INTERSECTIONS VARIES I R B 6 DEVICE MIN. I SHALL MAINTAIN 11' MIN.LANE WIDTH ;.o-1 ;W20-4 ;oW20-7b W20-7a ^.\\/ 23"REFL.CONE. OFFSET CONES TO MAINTAIN TRAVE LANE WIDTH OPTIONAL IF ���///W20-7a 40 MPH OR LESS GENERAL NOTES: �• I F°°Ew2or DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE 1.ALL SIGNSAND SPACING SHALL CONFORM TO THE MUTCD. ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC •• •__• 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. DATES(OPTIONAL). WAC 296-155-305 SECTION 9(C) CONTRACTOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD ERASOR a nA CONDITIONS. t 2021 Overla�OrD'ed 4.PROTECTIVE VEHICLE OPTIONAL-MAY BEA WORK TRUCK. uB w2o-1PHONE NUMBER(.Ma) PR S.ALL SIGNS MIN.48".48"UNLESS OTHERWISE SPECIFIED. ONE-LANE,TWO-WAY TRAFFIC CONTROL �EKenl WA 6.CHANNIN MIION DEVICES ARE 28"REFL.CONES(ISO TABLE(1) SUPERVISOR PHONE NUMBER ty.I sHEEP7 BATE for spacing distances). WITH FLAGGERS —"`"- PREPARED BY Pxon KPW.6ER 3l2/21 7.ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE AT-GRADE 4-WAY INTERSECTION o.`:01P � Ex JIL INTERSECTIONS AND/OR DRIVEWAYS. NOT TD scALs j"`� E hpis Grose - chris@lrafficcontrol lan.net BUFFER DATA SIGN SPACING=X ONE LANE,TWO-WAV TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LENGFH(betl CF DENCES KENT,WA °IMP.) 'c TO 1aV MIN. aOW HEAM TAPER 109 6 DENICE MIN. zs lso MPN mn:ca LEGEND PORTABLE ATTENUATOR3°50LL AHEIOST11GHT H.AD 018TANCE•R TABLE(1) aEsiDENru a s CZ Cn CHANNELIZATION DEVICE ® WORK AREA IBIA TO (1)ALL BFACINB M4 N SPACING FEE 11 OW 11 111 111 (z)TNIs�Prn�s^/Axv 'W"TIR"T" ARa AREAS To PRTANBB IT ••••• 28"REFL.CONE 1i SIGN LOCATION THIS PLAN MAY BE MIRRORED FOR EXISTING TRAFFIC FLOW OPPOSITE SIDE OF ROADWAY USING VJ20-1 CLOSURE MAY AFFECT RESIDENT SAME SIGNS AND SPACING DRIVEWAY n 11� FLAGGING STATION PROPERTY OWNER PERMISSION ♦ NO PARK BARRICADE YES � NO INITIAL_ xE ux (IF NECESSARY) REQUIRED TO BLOCK DRIVEWAY wzoa NOTIFY AFFECTED RESIDENTS OF F ARKING WORK TIMES&DATESo ADVANCE WARNING SIGNS DISPLAYED 72 HRS IN SPACED @(X)OR AS SPACE ADVANCE OF CLOSURE REFERS. �W20-7a REFER TO SIGN SPACING CHART. MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE IMI REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH WORK OPTIONAL IF AREA SPACEISLIMITED W20-7a ° A01 W20-4 FA0 W201 NOT FOR USE AT SIGNALIZED INTERSECTIONS DISTANCE �� 50'-100, I VARIES R B 6 DEVICE MIN. .� ♦ ♦ I Asf SHALL MAIN 11' MIN.LANE WIDTH W20-1 °EW20-4 � 0W20-7b W20-7a f 28"REFL.CONE. OFFSET CONES TO OPTIONAL IF MAINTAIN 11'MIN. 40 MPH OR LESS TRAVEL LANE WIDTH GENERAL NOTES: /�• `� KENT 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC DATES(OPTIONAL). USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. CONTRACTOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAC 296-155-305 SECTION 9(C) SUPERASOR CONDITIONS. 2021 Overlay'OrojM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER(axa) PR S.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. ONE-LANE,TWO-WAY TRAFFIC CONTROL �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) SUPERVISOR I PHOnE NUMBER(M*) SKEET NUMB BATE for spacing distances). WITH FLAGGERS —""` PREPARED BY Pxox KPW.7ER 3l2/21 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE 3-WAY INTERSECTION ;,`„01P e� `" JIL INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE Ehpis Grose - chris@lrafficcontrol lan.net BUFFER DATA SIGN SPACING=X ONE LANE,TWO—WAT TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGRUOINAL BUFFER SPACE=B TAPER TYPE LENGrHZ OF DEVICES KENT,WA °IMP.) 50'TO 100 MIN. 00WNRTHESM TAPER 50'TO 109 MIN. zs lso MPH mn:ca LEGEND PORTABLE ATTENUATOR3050LL AHEAD 018TANCE•R TABLE(1) aCsiDCxrTH a s °z Cn CHANNELIZATION DEVICE ® WORK AREA IBIO TO (I)-s hBI xu n SPACING FEE (z)Txls-Prn�s^/Ax. CIW"TIR"T" ORaau AREns To PR TANBB IT ••••• 28"REFL.CONE 1i SIGN LOCATION THIS PLAN MAY BE MIRRORED FOR EXISTING TRAFFIC FLOW OPPOSITE SIDE OF ROADWAY USING VJ20-1 CLOSURE MAY AFFECT RESIDENT SAME SIGNS AND SPACING DRIVEWAY n 11� FLAGGING STATION PROPERTY OWNER PERMISSION ♦ NO PARK BARRICADE YES � NO INITIAL_ xE ux (IF NECESSARY) REQUIRED TO BLOCK DRIVEWAY wzoa NOTIFY AFFECTED RESIDENTS OF F ARKING WORK TIMES&DATESo ADVANCE WARNING SIGNS DISPLAYED 72 HRS IN SPACED @(X)OR AS SPACE ADVANCE OF CLOSURE REFERS. �W20-7a REFER TO SIGN SPACING CHART. MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE IMI REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH WORK OPTIONAL IF AREA SPACEISLIMITED W20-7a ° A01 W20-4 FA0 W201 NOT FOR USE AT SIGNALIZED INTERSECTIONS DISTANCE �� 50'-100, I VARIES R B 6 DEVICE MIN. .� ♦ ♦ I Asf sr SHALL MAIN 11' MIN.LANE WIDTH °W20-1 °EW20-40W20-7b W20-7a f 28"REFL.CONE. OFFSET CONES TO OPTIONAL IF MAINTAIN 11'MIN. 40 MPH OR LESS W20-7a TRAVEL LANE WIDTH GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. T DURING HOURS OF DARKNESS,GLARE TO STATIONS SHALL B 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC DATES(OPTIONAL). Eno w20a USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. CONTRACTOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAC 296-155-305 SECTION 9(C) SUPERASOR A CONDITIONS. 2021 Overla'Ora•aned 4.PROTECTIVE VEHICLE OPTIONAL-MAY BEA WORK TRUCK. _ Ra° PHONE NUMBER(ar�.I PR L S.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. ONE-LANE,TWO-WAY TRAFFIC CONTROL NUMBER(ft.) �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) W20-1 SUPERVISOR I PHONE nuM SHEET NUMB BATE for spacing distances). WITH FLAGGERS —'•`^- PREPARED BY PHOn KPW.8ER 3l2/21 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE 4-WAY INTERSECTION o.`:01P � Ex INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE Grose - chn Ctrafficcontrol lan.net BUFFER DATA SIGN SPACING=X ONE LANE,TWO—WAV TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LENGrHZ OF DEN°EB KENT,WA E°IMPHI so'To 100 MIN. LEGEND TN�kN OOW HEAM TAPER 50'TO 100 MIN. u=NO ,: iw ss0 s w0 «s .ss s,C s zs,3o MPH aoa:ca ® WORK AREA TRAN8PORTABLES ATTENUATOR30 TABLE0LL AHEAD 018TANCE=R (1) aEsiDENru a e P: CHANNELIZATION DEVICE aI ALL ITACINO MAY N SPACING FEE R R R R R 28"REFL.CONE PI THia °AGCaAT GMA�Y '"EoE"°°iN Daa,N AaeAa ro FR 00-10- N SIGN LOCATION �— EXISTING TRAFFIC FLOW THIS PLAN MAY BE MIRRORED FOR / SEQUENTIAL ARROWBOARD OPPOSITE SIDE OF ROADWAY USING W20-1 I CLOSURE MAY AFFECT RESIDENT SAME SIGNS AND SPACING DRIVEWAY FLAGGING STATION \ � PROPERTY OWNER PERMISSION NO PARK BARRICADE YES NO INITIAL_ 0%U REQUIRED TO BLOCK DRIVEWAY (IF NECESSARY) AHIAB w204 NOTIFY AFFECTED RESIDENTS OF s ARKING WORK TIMES&DATES o ADVANCE WARNING SIGNS DISPLAYED 72 HRS IN SPACED @(K)OR AS SPACE ADVANCE OF CLOSURE ALLOWS. +W21)71�A REFER TO SIGN SPACING CHART. MANDATORY I tL DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE IMI WORK OPTIONAL IF REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I AREA SPACE IS LIMITEDDISTANCE 150'-100, 4-2L W20{R nNvm W20-1VARIES r r 6 DEVICE MIN. CONE TAPER= f CONE TAPER=L SHALL MAINTAIN 11' I ^ MIN.LANE WIDTH JV12. W4-2R W20-7a 28"REFL.CONE. OFFSET CONES TO w MAINTAIN 11'MIN. GENERAL NOTES: TRAVEL LANE WIDTH 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE T 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC DATES(OPTIONAL). USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. CONTRACTOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAC 296-155-305 SECTION 9(C) SUPERASOR CONDITIONS. 2021 Overlay'OrolM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER 1aDal PR S.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. ONE-LANE,TWO-WAY TRAFFIC CONTROL �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) SUPERVISOR PHONE NUMBER-.I SHEET NUMB BATE for spacing distances). WITH FLAGGERS —"`"- PREPARED BY PHON KPW.9ER 3l2/21 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE 3-WAY INTERSECTION o.`:p12 e� E" JIL INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE Ehpis Grose - chris@lrafficcontrol lan.net BUFFER DATA SIGN SPACING=X ONE LANE,TWO—McMTRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LUN l(N.ery OF DENCEa LEGEND KENT,WA D IMPx) 50 TO 100 MIN. '"(n.0 zs iso MaN mn:ca °—REAN TAPER so'TD iavB Mlrv. ® WORK AREA TRAN8PORTABLES ATTENUATOR3°50LL AHEAD 018TANCE=R TABLE(I) °=P� CHANNELI2ATION DEVICE Is Is Is II Is28"REFL.CONE IBIA TO (I)ALL CPACIND M4 n SPACING FEE (z)Txls�Prn�C^/Axv 'W"TIR"T" ARN a AREAS To PR N SIGN LOCATION f EXISTING TRAFFIC FLOW THIS PLAN MAY BE MIRRORED FOR S '0 SEQUENTIAL ARROWBOARD OPPOSITE SIDE OF ROADWAY USING VJ20-1 CLOSURE MAYAFFECT RESIDENT " FLAGGING STATION SAME SIGNS AND SPACING DRIVEWAY NO PARK BARRICADE PROPERTY OWNER PERMISSION IF NECESSARY YES NO INITIAL_ xE ux ( ) °��P REQUIRED TO BLOCK DRIVEWAY W204 ARKING NOTIFY AFFECTED RESIDENTS OF ' o WORK TIMES&DATES ADVANCE WARNING SIGNS DISPLAYED 72 HRS IN SPACED @(X)OR AS SPACE ADVANCE OF CLOSURE ALLOWS. +:20.7'DI REFER TO SIGN SPACING CHART. MANDATORY I tL DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE IMI WORK OPTIONAL IF REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTHAREA SPACE IS LIMITEDW20-7aDISTANCE I~� 50'-100' 4-2L SIVARIES R ► r 6 DEVICE MIN. CONE TAPER= f y CONE TAPER SHALL MAINTAIN IV I I MIN.LANE WIDTH J112. W4-2R W201. I . 26"REFL.CONE. OFFSET CONES TO MAINTAIN 17'MIN. TRAVELLANEWIDTH GENERAL NOTES: wzo-Ta KENT 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND I ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC DATES(OPTIONAL). I USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. CONTRACTOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD �°W20-4 WAC 296-155-305 SECTION 9(C) SUPERASOR a NA CONDITIONS. 2021 Overlay�orolM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. I PHONE NUMBER(axa) PR S.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. I ONE-LANE,TWO-WAY TRAFFIC CONTROL Pno �EKenl WA 6.CHANNIN MIION DEVICES ARE 28"REFL.CONES TABLE(1) wORx WITH FLAGGERS SUPERVISORI PHONE NUMBER(M*) sRRPW 10R 312/21 for spacing distances). I t 4-WAY INTERSECTION � PREPARED BY PNonE. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE Dw`N20-1 "012 Chris Grose - INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE ,.U_- E All chris_lrafficcontrol lan.net SOUND TRANSIT PLANS - S 259TH PLACE 2022 Asphalt Overlays/Holcomb A - 4 March 13, 2023 Project Number: 22-3001.1 S.. _ - • /1.2.S:fir.. LIP Y, _ # M=MllllllllllM epla mp r WSDOT . STD Plan F-40.15-04 - t fla A04 r W�DQT Replac .t2 mp per WS[3Q� �` r .. 15-04,� Replace Ramp per WSDOT STD Plan F-40.15-04 rEl RincOais F�der'al Pooneer Builders Supply,r ,� * encta, Nicol la Alace Ramp per WSDOT STD Plan F-40.15-04 sy eplace Ramp per WSDOT - Wig"- 40l STD Plan F-40.15-04 •"' �_ "' --�j'`" Replace Ramp per WSDOT + WSDOT STD Plan F-40.15-04 Replace Ramp per W T amp per STD Plan F-40.15-04 STD Plan F-40.15-04 FOR PACKAGE CONDITIONS,PLEASE SEE PERMITS S COVERSHEET OF PLANSET. MATCHLINE:SEE DWG LI0-CPP236 n rvs uMITs. a\ \\\� %�'' —_—__— --- _-- —__—_—_—_-- _—--- ITwnv r __ _ _ N — Wo s, < 6 Lu OC / A WALL - - 1�(? — — / / i 114 FIGHT G a P I VA LT E e L,6 202 vv V A A z� VA V 11 �� I u \ =I,zwi.913I I �I /3,° \C r VA�� \\WE;tN°aGF� \v�6 1 I IIII \V A_ � V A GLA vaEDUIreEMEr�Ory I i od 8 o jo-r'`�'�� Nanw1NG SHALL SE CDLl GIN ALIT I ' VA LTE UVSDOTI`ACCE 2D �'�Y E /A / W C / `N BY \��'.. / •r — ��- /PORARV CONST EASE RENT z W x I a °N LT"' �7 fi' -,ct lcoNTancToaTO Paov°E�sTANDAE _- %ksEE,6-GG�6yTGR--- --�-I- -lf/ - / resAGLs'a`AT NTH( 1 _ // T/ Tr �aPoo�" eLEGNreiNG % THECON3T-FIDITPERODFED°GF // eNOR3 A°o / uo-a36,ow3:,3 nz.6,"I „9ILLSEREMGOEGANDCPACEssHALLSE / \ L10 ANDooERwY wN6ITwAYDMIT6.nP�'/ / ( / ( I ROTURNED. 6�'�' Y I rvDOVER ( r��E Is,6.,9.9,LT M s T I t '/% _ IIII /EL �MATCH w n l l \ < x� EL aT696 u (MATCH EAST) ERLA�f \ L,OR36n6.6'] L L-F'.11 7 L56 T \ CONSTRUCTION NOTES: NOTES' EL \ ULAND OVERLAY 6S �,, MILL AND OVERLAY\� / %`� �`\ fi (MATCH ,asX67 DoEP ASEE'c PICALs°RONSMENT 1. SEE SHEET L,9 N69,FOR PA�rvGNOTES AND LEGEND, F- L,6 R36 ,3 L S, sn 1 (L ocRY MILLAND OVIM" V\1 .` / / L'.3,32a ILL 136101-]/zSl l l I sERIE.) z FOR PAVEMENTSECnONS AND MATERIALS SEE TYPICAL (Mn38HExsn i / A 911 ,oa ,.6 '6.6•R SECTorvs NDPAVNGANDGR o SHOVlN oRDETaLs / / ' \ MIL AN ER �HM� OYERLAYSEEDETULE, (1-1—ANDL1—SERIES) L,6-' a<9z asL \ �\IzeuX6n�vzIITI NToEArvD RUCTION`,RE-NNYCONTOURSSHGwNFGR I MILLRNNDOVERLA'v'; v\I f` /I /I/ /�l L \IL,aR36,6:aiis 6z3 LT �OAGEORRDACNNceO s;`"BE oo spoauNFa6 REFERENCE ONLY AND ME NOT FORGONSTRUGTON (\O/_ (MATGH3Ewsn T I v /- /fILL / s�uY 1 1f DETTAILAiuo-cPLn6,Low EwALNSEE RM°T. .78 1 /\I \ / Mom- H«6o991106A'k OCEMENTCONC CONCRETE w N ENTRANCE 6TD D Al 4L END OVER ` A ILL AND OVERLAY IN wl q REVISIONS M ` \ TO ENTIRE Xi 10 EL A9393E66T1 L TH AVE S \t' ( E%IST) V PLAN—TO647 DRAWING p@$q@$ 1 aYl J °t e30 \ _ s� / PAVEMENT LEGEND SCALE IN FEET I c \ 6'L� / ( H D O TTOY j CONCRETE HMAGVERLAV OVERLrIY \\ TC�THIESGUTTO RELINE MENT3 WITHIN GRAY HATCHED REGION OF THIS DEAST) / ( Sn F IIIIIIII1—PAVEMENT ®FARE PAIDZONEPAVEMENT DRNWING ARE NOT FOR CONSTRUCTION AT THISTIME e \CUTTER \ caavEL Roa— ®PLAZA PAVEMENT / m cMATCHExIsn o.-- - _ L. 1 Pc= AHJ:CITY OF KENT L PACKAGE NS2.09 SEG 2-NORTH MIDWAYISOUTH MIDWAY CIVIL ISSUED FOR CONSTRUCTION�,y1p�"� •� Kiewit a -LE F2 CONTRACT NUMBWAY ER RTK EXTENSION o�L10-CPP212 `.+ww CONTRACT NUMBER RTA/CN 000417 I—T PARSONS =IR !Y�-� 6 ANGLE LAKE STATION TO FEDERAL WAY TRANSIT CENTER rnn ELINE UPDATE R CIVIL p PROFlLE ADJUSTMENT AT MIDWAY H. a-rive.. v ROADWAY PAVING AND GRADING PLAN b7 Y S 259TH PL.ACCESS RD FOR PACKAGE CONDITIONS,PLEASE SEE PERMITS&COVERSHEET OF PLANSET. r n a \\ \ - j✓i ,\\\ e --Lu i W o — — —--_— _ 1 LU l \ u a,e sT sz aaa � D AI Aan VERIA ,M E. m SI59TH PL : o-Rw,e I L,aaao,s.,T o � o m' w N J \ \ Uo I REPIACECUR9AND SIDEWALK IN / KIND To THENEAREST JOINT IF / IMPACTED DUR NG oNSTRu oN gR E oMAE'N_o1ERar \\\\\\�1 i i \ 1 —� ---------------_MnrcH THE Gu ErEFLND------- LL S \ (MATCH EMGn# vq W nz NOTES: CONSTRUCTION NOTES: PAVEMENTLEGEND: pq� HMA PLANE DOVERLAv,SEE DETAILS OcorvcRETE ®HMA OVERLAYFOR x� @ SECTONS AND PAVING AND GRADINGPLAN�DETAILS,, _HMA PAVEMENT ®FARE-PAID ZONE PAVEMENT ED SCALE IN FEET 6 SIT"CRYAl`N`G PD SER ESj RAVEL ROADWAY PAVEMENT 3 COEGRADINON,ROADRSARE TORS FOR R ®PLAZA REFERENCE ONLY AND ARE NOT FOR CONSTRUCTION. DRAWING DRAIMNG ARE NOT FOR CONGTRUCTION AT THIS TIM AHJ:CITY OF KENT PACKAGE AS2.09 SEG 2-NORTH MIDWAYISOUTH MIDWAY CIVIL H ISSUED FOR CONSTRUCTION p,�„�"� KS Kiewit ; -LE F200 FEDERAL WAY LINK EXTENSION o�L10-CPP236 T CONTRACT NUMBER RTAICN 0009-17 $ PARSONS _la l.. -� ANGLE LAKE STATION TO FEDERAL WAY TRANSIT CENTER rn Errve v p 1 ifM�IMO, R CIVIL op ROADWAY PAVING AND GRADING PLAN b7 Y S 259TH PL MILL AND OVERLAY KENT HSIP ROAD DIET PLANS - S 259TH PLACE 2022 Asphalt Overlays/Holcomb A - 5 March 13, 2023 Project Number: 22-3001.1 SHEETINDEX NO. SHEET TITLE 1 COVER SHEET _ 2 GENERAL WATER AND TESC NOTES LEGEND AND ABBREVIATIONS 3 CONSTRUCTION BID SCHEDULE AND CONSTRUCTION NOTES 4 PROJECT DETAILS AND SECTIONS KENT 6 ENLARGED ROADWAY DETAILS 6-14 S 260TH ST/S 259TH PL CHANNELIZATION PLANS 1521 MEEKER/LINCOLN/SMITH ST CHANNELIZATION PLANS W A S H I N O T O N 22-30 4TH AVE N CHANNELIZATION PLANS CITY OF KENT DANA RALPH-MAYOR U MEMBERS OF CRY COUNCIL MARLI LARIMER SATWINDER KAUR LES THOMAS TONI TROUTNER BILL BOYCE BRE DA FINCHER ZANDRIA MICHAUD f CHAD BIEREN-DIRECTOR OF PUBLIC WORKS KIM KOMOTO-CRY CLERK KELLY PETERSON-DEPUTY DIRECTOR-ENGINEERING PAT FI ZPATRICK-CRY ATTORNEY PUBLIC WORKS PROJECT _ CI SITE 3 HSIP ROADWAY DIET IMPROVEMENTS SITE 1 - S 260TH ST/S 259TH PL (PACIFIC HWY TO MILITARY RD S) p - SITE i SITE 2 - MEEKER/LINCOLN/SMITH ST - (WASHINGTON AVE TO 4TH AVE N) SITE 2'~ I SITE 3 - 4TH AVE N (S 228TH ST TO W JAMES ST) 907. DESIGN PLANS e Knowweal§below. PROJECT NUMBER 21-3003 VICINITY MAP SIIEH I Of 30 ���before you dig. NOT TO SCALF GENERAL NOTES: TESC NOTES: LEGEND: O oesmucnoN NO E 1, ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THEON OF THE WSDOT STANDARD 1 SPECIFICATIONS AND THE KENT SPECIAL PROVISIONS FOR THIS PROJECT, IBIUTT OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE CITY. l-1 4-51 BID ITEM CAL-CUT 2. LL EXISTING UTILITIES SHALL REMAIN IN SERVICE UNLESS OTHERWSE NOTED. ALL LOCATIONS OF EXISTING UTUTIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTA INED FROM 2. ALL CLEARING LIMITS SHALL BE CLEARLY MARKED AND/OR FLAGGED ON THE SITE TO ENSURE FLAT SECTION LETTER OR AVAILABLE RECORDS AND SHOULDFORE BE CONSIDERED APPROXIMATE ONLY AND NO NO DISTURBANCE OCCURS BEYOND THE PROJECT OMITS OR IN SENSITIVE AREAS.MARKED CLEARING DETAIL NUMBER ESEARI TY COMPLETE.IT IE RESPONSIBILITY OF THECOMRACTOR TO UM ITS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT THE ENTIRE COURSE OF B OTTHIERR THE TIES RACY OFWN L UTUTY HEREON.LOCH MONS AY BEOWN AND AFFECTED BOY THEMIER MPLEM NOWIR TATIONNO AVOID LAN CONSTRUCTION. X ULT OF IS DRAWING SHEET NUMBER WHERE THE CONTRACTOR CE OUI 3. THE TESL FACILITES SHOWN ON THIS PLAN SET MUST BE CONSTRUCTED IN CONJUNCTON WITH OR SECTION OR DETAIL TAKEN.NO 1-800-424-5555)SATLLEASTTTWO WORNINGEDAYS PRIORMTo CONSTRUCFON.ETLE OWNER OR HIS PRIOR TO ALL CLEARING AND GRADING ACTNTES,AND IN SUCH MANNER AS TO ENSURE THAT DRAWING NUMBER INDICATED IF REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. SEDIMENT LADEN WATER DOES NOT ENTER FIRE DRAINAGE SYSTEM/GREEN RIVER.OR VOLATE STATE DRAWN ON THE SAME DRAWING WATER QUALITY STANDARDS.THE TESC FACIUTIES MUST BE FUNCTIONAL BEFORE OTHER LAND 3. ALL ITEMS OF WORK NOT LISTED IN THE BID PROPOSAL WHICH ARE SHOWN ON THE CONTRACT DRAWINGS DISTURBING ACTVTTIES TAKE PLACE. INDICATES DIRECTOR AND ARE OF TO COMPLETE THE WORK THAT IS SHOWN SHALL BE CONSIDERED INCIDENTAL TO THE OF CUTTING PLANE USTED BID ITEMS WHETHER SHOWN AS INCIDENTAL OR NOT. 4. THE TESL FACILITIES SHOWN ON THIS PLAN SET ARE FIRE MINIMUM REQUIREMENTS FOR ANTCIPATED SITE GONGITONS.DURING THE CONSTRUCTION PERIOD,THESE TESL FACILITIES SHALL BE UPGRADED SECTION LETTER OR 4, CAUTON-EXTREME HAZARD-OVERHEAD AND UNDERGROUND ELECTRICAL SERVICE ONES ARE (E.G S,ETC.)AS NEEDED FOR DETAIL ) DETAIL NUMBER GENERALLY NOT SHOWN ON THE DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE UNEXPECTED RAINFALL EVENTS AS DIRECTED BY THE ENGINEER. DRAWNG SHEET NUMBER WHERE EXTENT OF ANY HAZARD CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER IN ALL AREAS SECTION OR DETAIL TAKEN.NO AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION.PRIOR pRAWING NUMBER INDICATED IF TO CONSTRUCTON THE CONTRACTOR SHALL MEET WFH UTUTY OWNERS AND DETERMINE THE EXTENT OF DRAWN ON THE SAME DRAWING HAZARD AND REMEDIAL MEASURES AND SHALL TAKE WHATEVER PRECAUTONS THAT MAY BE REQUIRED. ARE IDENTFICATION,LOCATION,MARKING AND RESPONSIBILITY FOR UNDERGROUND FACIU DIES OR UTILITIES IS THEY OCCUPIED AS THE ENGINEER DIRECTS.NEEDED,THE CONTRACTOR SHALL RE VE ELE MANTA IMMNIAIELT WORK TO STABILIZE lHE AREAS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122,REUSED CODE OF WASHINGTON. NEW FEATURES APPEAR BOLD 6, STATIONS OR DISTANCES NOTED FOR STORM SEWER CATCH BASINS AND SANITARY SEWER MANHOLES a ENBANKMENM.SHALL BE STABILI ZED AT HAI EWITH APPROVED TESL METHODS IS GNCLUDI�SEEDING,ROADWAMULCHING. ® STORM SEWER MANHOLE ---- PROPERTY LINE ARE SHOWN TO THE CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.PIPE LENGTHS AND SLOPES ARE NETTING.)ERROSSIIONTBLANK DAYS C.)DRINNE DDAYSEDURING FINE t MET SEASON (OCTOBEER R 1 TH RO AS ❑ STORM SEWER CATCH BASIN CONSTRUCTION BASELINE CALCULATED FROM THE INSIDE EDGE OF THE STRUCTURES. APRIL 1ALL TREES AND VEGETATON WITHIN THE PROJECT LIMITS SHALL BE REMOVED AS NOTED.ALL OTHER DIRECTEU BY THE ENGINEER. Q SANITARY SEWER MANHOLE ------- R/W UNE FREES SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED.CONTRACTOR SHALL PROTECT REMAINING T A PO ANY EROSION AND SEDIMENT CONTROL BMPS SHALL BE CLEANED WHEN SEDIMENT , SHRUB BUILDING OR STRUCTURE TREES FROM DAMAGE RESULTING FROM CONSTRCTON ACTIVITIES INCLUDING DAMAGE TO ROOT SYSTEM. REACHES 1/3 THE CAPACITY OF THE BMP.ALL SEDIMENTS REMOVED DURING THE CLEANING �nT�T ANY TREES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT OPERATION WILL BE PREVENTED FROM ENTERING INTO THE GINS STORMWATER SYSTEM OR ANY O DECIDUOUS FREE ECE OF EXIST.PAVEMENT CONTRACTOR'S EXPENSE. SURFACE WATER SYSTEMS(WERANDS,STREAMS,GREENS,ETC). TL "Yt EVERGREEN FREE a WATERLINE B. THE COSTS FOR GENERAL RESTORATON AND CLEAN UP REQUIRED IN COMPLIANCE WITH FIRE 8. SWEEPING MAY BE REQUIRED TO ENSURE THAT TRACK-OUT DOES NOT OCCUR OFF OF FIRE SIZE AND ® WATER METER �— SANITARY SEWER LINE SPECIFICATIONS FOR THIS PROJECT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN FINE UNIT ALL PAVED AREAS ARE KEPT CLEAN FOR MIRE DURATION OF THE PROJECT. CONTRACT PRICE OF OTHER BID ITEMS EXCEPT FOR THOSE ITEMS INCLUDED IN FIRE PROPOSAL. W WATER VALVE —O ls• STORM GRAIN UNE 9. THE COMMACIM SHALL COMPLY WTH ALL PUBLIC CONAMNIENCE AND SAFETY,INFJ.UDNO CONSTRUCTION 9. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE APPLIED AT A GAS VALVE —0— GAS LINE SEQUENC OF t101R(AND PERFtlWANC MEASURES AS DESCRIBED IN SECTICN I-OT.53 OF THE NEAT MINIMUM THICKNESS OF 3 INCHES. -DTL SPECJAL PRWSONS. 10.SHOULD THE CONTRACTOR FAIL TO INSTALL MIRE REQUIRED TESC MEASURES,OR TO PERFORM -y SIGN UNDERGROUND TELEPHONE LINE "0.PRIOR TO ANY CONSTRUCTION ACTVTY TIE CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION MAINTENANCE IN A TIMELY MANNER,OR FAIL TO TAKE IMMEDIATE ACTION TO INSTALL ADDITIONAL C~� UTIUTY POLE&GUY UNDERGROUND POWER CONDUITS CONFERENCE WITH CITY OF KENT INSPECTION PERSONNEL APPROVED PROTECTIVE MEASURES.ALL FINES.COST OF CLEANUP,COSTS FOR DELAYS AND GOWN-TME SHALL BE BORNE BY THE CONTRACTOR. ❑° POWER VAULT/CABINET —— FIBER OPTIC UNE t.ALL EXISTING PRIVATE SIGNS WITHIN THE PROJECT LIMITS REQUIRING RELOCATION SHALL BE RELOCATED 11.THESE TESL REQUIREMENTS SHALL APPLY TO ALL AREAS OF THE SITE SUBJECT TO CONSTRUCTION TELEPHONE PEDESTAL —OHP— OVERHEAD POWER LINE AS DIRECTED BY TIE ENGINEER. ACTIVTY,INCLUDING CONTRACTOR CONSTRUCTION SUPPORT FACILITIES.CONTRACTOR STAGING AREAS. ®Qt¢ TELEPHONE MANHOLE RETAINING WALL LESSMEAN REMOVAL AND PROPER DISPOSAL OFF SIZE BY THE ,EAOUIPMENT AND MATERIAL STORAGE F YDOWN AREAS, 2 CONTRACTOR AT CONTRACTOR'SMEXPENSEALL AND OIHN AREAS UTIU2E0 BT lHE CONTRACTOR FOR COMPLLTION OF THEW 0 ID JUNCTION BOX,TYPE I.II,III GUARD RAIL 1 REQUIREMENTS OF THE DEPARTMENT OF ECOLOGY NPLES �x STREET UGHT/LUMINAIRE ----- TOP OF SLOPE '3.UNLESS STATED OTHERWISE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND CONSTRUCT..ETORMWATER GENERAL ERMIT SEQUENCE OF CONSTRUCTON AND FOR THE SAFETY OF THE WORKERS. H LIGHT ASSEMBLY - - - - TOE OF SLOPE 1 TO ENTER PRIVATE ETORMWATER PONDS AND FIRE HYDRANT DITCH CENTERLINE 4.ANY SAW CUTS INTO EXISTING ASPHALT OR CONCRETE SHALL BE ALONG NEAT,CONTINUOUS,PLANED, BIOSWALES AGJACENT TO THE CONSTRUCTON ZONE. SAWED OR WHEEL CUT ONES. e GUARD POST FENCE,CHAIN LINK "NIFTE THROUGH STANDARD"NITRUITRIN 5,CONTRACTOR SHALL RESTORE ALL LANDSCAPED AREAS ON-SITE AND ADJACENT TO THE SIZE THAT 1CINTANE' COMPLY WITH THE KING COUNTY a MAIL BOX ��I>— FENCE,WOOD BOARD WERE DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED BY THE REQUIREMENTS. ENGINEER. WASTEWATER TREATMENT DIVISION DISCHARGETRAFFIC SIGNAL xx FENCE,SILT FENCE 16,IT IS ILLEGAL UNDER WASHINGTON STATE ADMINISTRATVE CODE 332-120 TO WLLFULLY DESTROY ® SIGNAL CONTROLLER PAVEMENT SAWCUT AND REMOVAL SURVEY MARKERS,STAKES,MARKS,AND OTHER REFERENCE POINTS SET BY CITY FORCES,AND EXISTING UTILITY POTHOLE CITY,STATE OR FEDERAL MONUMENTATON,SHALL BE CAREFULLY PRESERVED BY THE CONTRACTOR.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF IT BECOMES APPARENT THAT A SURVEY MARKER WILL BE DISTURBED DUE TO CONSTRUCTION.THE CONTRACTOR WILL ALLOW AMPLE THE FOR CITY MAY BERREPLACED VEY DEPANTIVENIN USTORIGINALNEL POSITIONCQUIRE ADEQUATE AFTER CONSTRUCTION.RMATON 50 THAT THE MONUMENT ABBREVIATIONS: 17.THE PLANS MARKED"ISSUED-FOR-CONSTRCTON",THE APPROVED TRAFFC CONTROL PLANS.THE ABAN ABANDONED LF LINEAR FEET STANDARD SPECIFICATIONS AND KENT SPECIAL PROVSIONS SHALL BE ON THE JOB SITE WHENEVER AVAR AIR VAC AIR RELEASE ME MAIL BOX CONSTRUCTION IS IN PROGRESS. ASSY ASSEMBLY MIT MANHOL BOC BACK OF CURB MJ MECHANICAL JOINT THE NIRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES,STRUCTURES,FOUNOALOGS, CB CATCH BASIN N NORTH 18 AND STREET LIGHTING POLES DURING CONSTRUCTION,ANY DAMAGE DURING CONSTRUCT..WILLBE FIXED PL CENTERLINE NIC NOT IN CONTRACT ON THE CONTRACTOR EXPENSE WITH NO ADDITIONAL COST. DI DUCTLE IRON PIPE ROW,R/W RIGHT OF WAY D/W DRIVEWAY S/W SIDEWALK E EAST S SOUTH A ELEV ELEVATION B. STATION ,X, EXST,EX. EXISTING TRANS. TRANSITION FOC FACE OF CURB VERT VERTCIAL S i FL FLANGE JOINT W WEST HORZ HORIZONTAL ICV IRRIGATION CONTROL VALVE LNGG LANDING CiPH ty.f Keut GENERAL TESC NOTES LEGEND AND SHIe. 2 OF 3a Public Works Department HSIP ROADWAY DIET IMPROVEMENTS i-i RE BYT Engineering DY,M ABBREVIATIONS . a NE 1/4, SEC. 28, T 22 N, R 4 E, W.M. — IG1 B a T�f 1 ��ryyg'C 1 ////i \ u6UYEN o-uo6�p'1�i J/�� 2YYY���fi19GTH Ayes iss130U0so Y �l� V�28220bB12] HORN JOHNNIEM ARELLFN08EDGAR / //i�(jl— 38185268TH CT V EX BIDG W s—s 2 sTH CT Y//% l/ EXISTING J /^J -- / ` a L=_= I 18619GL866 6 N EX SIOEWPlI( SABLAN MYRA M = 2916B..T.PL / / I5XXX W % \ n 5X%X \ h EX qT �>j S 259TH PL a o=az.Ge I rn sTn:sa+so,orr:o.o' I F SXXX 2B228Jd888 11__ T-----E%TIN ISG PEMBROOKE PEMBROOKE-268 LLC p 2-7 27TH PL 6 l)' EX E— yF,A 1<!1 ��� /1� EX BIDG �� IX.P/JBGN6 I I I t _ 0 � � L I I _ _2a Cio ofK—t S 259TH PL *mar aG J—DHPublicw Works Deparlmem HSIP ROADWAY DIET IMPROVEMENTS T Enpnerni Di�is CHANNELIZATION PLAN _ �e NE 1/4, SEC. 28, T 22 N, R 4 E, W.M. @ — r I m�o• I �tl3 m I I m I I e e L5 r-------------- j z j 28-9147 '/77777717/777/ 0 O B & 9 HERNANDEZM— O O 1 JOSE—ON IX.BtDG j N 2 3127 S 25ETH LN L __ EXIS11NG W—_, sxxx I W B 5XXX IW 2 2 N 9 to EX.SIDEWALK � W N S 259TH PL + 35 _< _� CONST CE—38+ —S79'01'05 + M O d a n N IX.SIDEWPix n z e I sxxx S J z J UI5xxxSXXX I U __________ � 8 r EXISTING R/W � a I I I I I 6 E I I e I B � I 5 e I R C I I I _za Cio oFKevt ` Works Departmem 5 259TH CHANNELIZATIO PL HSIP ROADWAY DIET IMPROVEMENTS T EnpneP++ng Di�is N PLAN _ --____ NE 1/4, SEC. 28, T 22 N, R 4 E, W.M. I 1 _m -- - ------------ -- ------------------------I --- �. �m_m -------- m S�HL7 N mom m ------- _ �77/77 ------------------------ mom 77/T/7T7T7T/7J --- 1 ✓ IX.B DG I 8201 2 1 ND52ADULT FAMILY 1 y1 1 L1 Z Q .2.SM269TN PL 12 LLLiii Y I r_ ---------------- EXISTNG J A W 5xxx Ey,SIDEYIAIK y 2 N EX.DRWY A W A a4+W zq O S 259TH PIL aatDc — m y—+L—CONST@�<i—CO SJ9'01'OYE —000ul IX.SIDEWAU( Z IX — gtWf 5%X% J .2200d098 1 --__-- COLE BILLY D SR U ------------- COLE DAM 4I r 9214 S 259TH PL E%ISIING v J IX.BIDG 262-9161 SANGSMAXWELL BARBARA TTEE 2216 S 26—PL _ _2a Cio DfK—t S 259TH PL *12 ac aD Publicw ks Depar[mem HSIP ROADWAY DIET IMPROVEMENTS T EngineP++ng Dilis CHANNELIZATION PLAN _ 16 NE 1/4, SEC. 28, T 22 N, R 4 E, W.M. 19 I GTj�lT i l J G J^a 7-j� ��1G1�/ �I ✓EK BIDG jf� 1/1� II I G 9 EX.awc \\ `] �E%BLDC� V5 899RD AVE9 f�'::;U�� �I W I I �j/ EX.BLDG� l �\ 2822-16G I I YAX MIR CARY M RNA PETR THANEt� I I I 0110R y MIRL I B I -CE I� 9a169269THPL I I 2585s s4TH AVE9 I I= ----- ---JI I I 5%X% 1- r 5XX% _ Z m sxxx ---------- — W EX.SIpEWAlI( y � 49 oo— N --1+00 5259TH PL � =Yoo M4'29'07"E —.�—o� \ o L�Di.19. 1T6.69 Ln faoo.00 ayoo a�oo m 'o _2 N m y -------------- J — m U -- sxxx EX.SIDEWALK EX.DRRY 5%X% I I� ------ 5x%x --- -- — ------------- EX. wr cxisnNc R/w-----� E. sxxx EX EX I //� &➢G BLDG PETROFF�THANER* LEONAR /1��f1L�L I'G%// MIRYAH L CORPU 2822DaSdiT2 9a199268TH PL D• MANALDGO /• GAT/� z922oa-slso s 25RTH PL PEEROFF THANE IS MIRYAHL I ,/ 9a158299TH PL 28220-013 BARNES RONALM I I/ E.&DG Y,�TjJ/� METHOD L/��11 / � 94198259TX PL V/V1LlUl � Ex.9LDc f V EK ELDG _ _2a City GfKeut 5 259TH PL *13 a aD PublicW ks Department HSIP ROADWAY DIET IMPROVEMENTS T Engi-..g Dn CHANNELIZATION PLAN _ /- -1 NE 1/4, SEC. 28, T 22 N, R 4 E, W.M.E. �— li // �l lam/ i/ EX HDG IX.BLDO 77 \ W ✓IX.Etnc�/ 'l-!� i / l \ / / 9 zTzza�ls9 r/ / BILOSEVICX -- LESYA YURI 4� 9 3020 8 288TH PL / 89E8]Dd150 / / / M DAHL ATRICK CRY OF KENT EXISTING HANNEIZATION� S / i 31128259TX PL I 5%X% 5%X% i O W ____E%ISnNG RLV/_ i \ — — ----------- ---� VW=1 5X%X EX / 5X%X 5%X% J "' W -- —__—_-- IX.SIDEWALK / _— ---_—�_--__ N a o _.. .... ...__ ....... ---�— N , +;:—so+oo S 259TH PLC 53 •? S REITH RD y _ _�CONST¢ �M365,8]"E 365.83 +0 FP M, Z E%ISPNG R/W J Ex 7 r _ WEXISTNG R/ SRlON 5XXX VUV29296I-T9Ne6VEN BASE LINE ITHOA STA:53+16.86,OFGO'5X 5X XX L --- 259 �) �O / e i37974,72 o ✓ 3629 5259TH PL / _� B IX.emc .F i��d B � / j B 01 _ _za/ Cio oFKevt ET 1+aF ao PublicW ks Department 5 259TH PL HSIP ROADWAY DIET IMPROVEMENTS T EnpneP++ng Division CHANNELIZATION PLAN HIGHLINE WATER DISTRICT PLANS - S 259TH PLACE 2022 Asphalt Overlays/Holcomb A - 6 March 13, 2023 Project Number: 22-3001.1 3 f ., ••., � .cell - . - _ amp in IM7 it 16 in It AS. dL •r. � '! 4 .HfqE PHAE ,.A* .. t- DATE: Highline Water District Highline Water Sheet: 10/17/2022 ' 23828 30th Ave S. SCALE: Kent, WA 98032 District G I S AS SHOWN Servin the5outhwestMetro olitanAreancea 6 of APPROVED `-� N 02/06/2023 ce) CITY OF KENT DEVELOPMENT ENGINEERING ® BY:_rknutsen S'9 ` New Water Main final THE ` restoration 2224279 Ll� responsible shall be to T-Patch all 3127 trenches,refer to City of Kent Design and 3208 Construction `m Standard drawings 6-64 through 6-69. S.259TH PL. Highline Water District and — _ or the Contractor shall contact City of Kent Project :UT INTO EX.6"AC — _ Construction Manger,Brian VSTALL: Shields at(253)293-4973 LF 8 -8°45°BENDS(RJ)"D.I. to discuss scope of work, Exs o.i. — -8"X 6°REDUCER(PE X RJ) coordinate a job start and LP 6"D.I. or pre-construction meeting -6"FLEX COUPLING and review the approved ;ONCRETE BLOCKING traffic control plans. I 1 CONNECT TO EX.8"VALVE INSTALL: 1-8"45°BEND(PE X RJ) 4-8"MEG 1-8"45°BEND(RJ) 4-8"MEGALUG GLANDS �r All work including final restoration responsibilities in the City of Kent 2023 \ / Overlay limits on S 259th PI shall be completed no later than 4/30/23 nrfns�.� Highline Water District and APPROVED the Contractor shall 02/06/2 23 / tact City of Kent Project ) UT INTO EX.6"A & onstruction Manger,Bri 25830 CI TV OFK NT 25830 EVELOPMENT EN INEERIN EMOVE EX.8"B NO Shields at(253)293-49 25831 ev:_rk"Nrse" STALL: — / to discuss scope of wor JIJ BEND( J) coordinate a job start an ENDS( J) or pre-construction mee a ALUGG NDS and review the 25H40� 2j839 I 'I:•.; traffic control fans. REDUC R(PE X RJ) w ❑ COUP ING \ NUS I LO EX.6"AC&EX.8" .I. . 1 EEEVALVE840 E BLOC ING aI cF / \ 3- " ATE VALVES(FL X RJ) Final Asp D ¢ 1- 6"REDUCER(PE X RJ \ Pavement 19 8 MEGALUG GLANDS storation Li E ❑ 3- _BEND wn in hatch D I ❑ 1- -LEX COUPLING ex ' 6- LEEVES(RJ) ❑ Ex. nc 4 D.I. s 40 LF 8"D.I. `L A i Q CON RETE BLOCKING N v 25856 All work including final restoration Ex s responsibilities in the City of Kent 2023 e Overlay limits on S 259th PI shall be completed no �ks.`::::ii:: ::: x s ac "'00 - _ later than 4/30/23 � - --- — _ —❑— 166 1F INSTA L: CC STORM 65 _----- LF 8"D.I.(RJ) _ - 22 2'BEND — L-9 TH (�I 2-8"MEGALUG S - EX.6"D.I. ❑ INSTALL: 1-5 4"MVO HYDRANT ASSY.(RJ) rn Highline Water 1-8"X 6"TEE RJ X FL LIVE TAP EX.8"D.I. District to investigate ( ) New Water Main final INSTALL: PVC pipe in sidewalk 1-6"GATE VALVE FL X RJ restoration 1-8"TAPPING TEE(FL) _ 12 LF 6"D.I.(RJ) responsible shall be c and shall remove 2-6"MEGALUG GLANDS to T-Patch all 1-8"TAPPING GATE VALVE(RJ X F ) ;" during construction. 1-8"SLEEVE(RJ) / x 33 1 7 —trenches,refer to City 3-8"MEGALUG GLANDS I i� NEW 8" D.I. NOTES: of Kent Design and CONCRETE BLOCKING • TAP NEW SERVICES F R 3303&3317 OFF OF NEW 8"D.I. Construction / • CUT,CAP&BLOCK EX 8"D.I.IN FRONT OF — Standard drawings 3215 \ • SALVAGE EX.HYDRA T TO HWD YARD 6-64 through 6-69. 25921 P.5e-r APPROVED 02/06/20 3 I DEVELOPMENT ENGINEERING Bv:_rknutsen 'S'3nb'Hlb£ wW QW X z yy 2a C7 mW�w / WW J 1�_J �JJO WOWW �O 3>WZw�¢d�m OZm� \ LL �mwwaw� W�� rc w m..uwiamN saLLrc 0z��c9��m� o�n rcozm�"aWN mNu anal Asphalt aLLxN \ Pavement 33x=� Restoration Limits, shown in hatch w> / Ox�w<_ >m �o "a ��� \ / N ....... ...:.: X. ::. ...................................................... ..................... .. :.:�:.:: ........ ...� ::.�:.:........... .�._::: ................:::4::.?:::......�:.:�:.:� .. A: Wl ............ i?JJ?J:i?JJi?J:i?.... i?JJi?J:i?JJi?J:i?.......... — v:.Z�.�::.� ........ .................................................. ..... ._.—v�vrrr:.vw4v.v:«::.... ��:dL}Y�.Sl.�s;:.... �I m N y rcN i <x ffi ul x �W Io All work including final restoration or the Contractor shall responsibilities in the City of Kent 2023 contact City of Kent Project Overlay limits on S 259th PI shall be Construction Manger,Brian completed no later than 4/30/23 Shields at(253)293-4973 / to discuss scope of work, m coordinate a job start and or pre-construction meeting / �and review the approved traffic control plans. KENT CRACK SEAL EXHIBIT - SE 200TH STREET 2022 Asphalt Overlays/Holcomb A - 7 March 13, 2023 Project Number: 22-3001.1 Feet 0 1,250 2,500 5,000 RJ E 1. I s CSR-1 I A L 13 S 208 St CSR-2 J, CSB-1 77? 9 or- SJ 2-1 FT Legend Funding Source B&O ***4V Residential PROJECT LOCATION INDEX-SEE EXHIBIT B FOR DETAILS Page 1 of 4 2023 CRACK SEAL PROJECT LOCATIONS KEN Feet 0 1,250 2,500 5,000 T L F- y SB-2 D-1 C71 L SE-St 211 It L CSB-4 IE 2- El 13 516 If C IE 21111 If Legend Funding Source B&O In Z- Residential PROJECT LOCATION INDEX-SEE EXHIBIT B FOR DETAILS Page 2 of 4 2023 CRACK SEAL PROJECT LOCATIONS 10�. KEN ioneer st , � a Feetz , FP/ Q � 242 a 20 500 1,000 2 000 o E Temperance St Ell % ,m NI 1 S 243 St co U SI co a— E Smith St 244 St E Smith St — L I I S 244 PI — -_ Ward a' I ❑ -Z St U S 245 PI - GowSt o., Cyr Weiland St � S 246 PI_ 1 Oj 1Tacome St __ \� i��' ¢ S 247 Ct I � �a cagy m Cherry Hill -4Ay E Dean Dean St E Maclyn St �y Z s a m 8 x 6 Q � -E Guiberson St_ o Seattle St I 516 a rn s E Seattle St rn a' p� ¢' Russell St $ c tl! Q Y IQ Clearview Y E Chicago St I S 252 St o (Y S Chicago St Morton t E Laurel St O ^-� � 00, CS R-4 I U E Hemlock St LI 0 W � Carter PI 2 it E Filbert + , -Marion'St> I _ E \ Y � � > N E Walnut St _ —L Walnut J t6 Q m C 'e U Maple Sty 258 PI \ Co S 259 St i 10 Legend ' Funding Source L B&O Residential r J PROJECT LOCATION INDEX-SEE EXHIBIT B FOR DETAILS Page 3 of 4 N 2023 CRACK SEAL PROJECT LOCATIONS Feet 26, 6E261 St - 261 St 0 1,000 2,000 r 262 � \ Ca N b - � \�.c I263 SE4 263 Sl SE2 �St�6 teSt _ 10Pv2l°� I<<' Q c\ SE264PI ° m 264 SI p No 0 266� _�� ' a CSB-4 O 651° u I I 66m65 PI i a / �6 PII rv� SE 26fi ISt P❑ 286 P/ ~ R88 -W � a 266 St ' 4n— I'CiL 0 91 5 26fi PI V o \` 2635t D - y 26a 5t SE 266S�r 26fi fil q a =ems a 66PI iqm a SE 2T0 SE 270 PI Q st- 'p7 " RiO Stn 11 � -- 's 2T0 St O SE 270 St - (Pn� a 4 r; = „I PI jSE:272-Stz1z 1 II/ 2]2 PI Q IL z+ vl / p I SE 273 St SE 273 PI 0 a W 274 WY < 74 St SE E Q 21— ry \ SE 27a s CSB-3 -- a21I — 27551 ar �.1 ]sq PI I� \ \, SE 217 I / I \SE.277 PI N SE 2T/IN2i1 PI T� - (o E_27_9_St S � Ri o SE ww�-w �SE 28031 l/�/'`J' JJ 2PoSI SE 281 St Q w �o c a2 Wr X Q SE 2823t Q �^ SE 284 SI {� SE 284 St d —_� SE 288 31 SE 286 PI \ N SE 2S75t Q ! M SE 286 St A SE v SE 290 St I �`s— \I r PI 5E I �-� Jill 3� I sri I Legend ' Funding Source — Residential t! CSX-X=PROJECTLOCATION INDEX-SEE EXHIBIT B FOR DETAILS Page 4of4 N 2023 CRACK SEAL PROJECT LOCATIONS KEN T CITY OF AUBURN R/W USE PERMIT APPLICATION 2022 Asphalt Overlays/Holcomb A - 8 March 13, 2023 Project Number: 22-3001.1 CITY OF * 1 RIGHT-OF-WAY USE PERMIT Form #FE068 .AUBURN APPLICATION Updated WASHINGTON January 2023 Physical Address: Mailing Address: Webpage&Email: Phone: 253-931-3010 Auburn City Hall Annex,2nd Floor 25 West Main Street www.auburnwa.aov 1 East Main Street Auburn,WA 98001-4998 aoldsC@.auburnwa.gov APPLICATION TYPE FEES—All fees are non-refundable. Application Fees are due with the Application Expires 180 Days After application submittal. Permit Fees are due upon permit approval prior to Date Submitted permit issuance. ❑ Administrative Amendment Application Fee - $138.00 applies to requested changes to current a permits that does not change the intent of the permitted use, include areas beyond the intent of the original use, or extend the expiration of the current permit. ❑ Type B—Short Term— Up to 30 days Application Fee- $67.00 ® Type C— Long Term—Greater than Application Fee - $276.00 30 days up to 5 years ❑ Type C—Surface Encroachment Permit Fee-$132.00 per year,or portion thereof, up to 5 years. #of Years Ground level to 7'5" Total $ ❑ Type C— Non-Surface Encroachment Permit Fee-$67.00 per year, or portion thereof, up to 5 years. #of Years Underground or above 7'5" Total $ ADDITIONAL APPLICATION FEE— Permits that require a parking plan, traffic control plan, and/or pedestrian detour Ian shall pay an additional application fee. ® Additional Application Fee Application Fee - $116.00 Applicant is responsible for providing traffic control plans and all traffic control signs, barricades to close streets, parking or sidewalks including advance warning signs. The City does not provide these services. APPLICANT INFORMATION All information related to this application will be sent to this contact Company Name City of Kent Contact Person Alex Murillo Address 220 Fourth Avenue South City, State, Zip Kent, WA 98032 Phone Number 253-856-5528 E-Mail Address AMurillo@kentwa.gov hereby certify and declare under penalty of perjury under Washington law that the statements furnished by me on this application are true and complete to the best of my knowledge and that I will comply with the provisions of the Auburn City Code in doing business in Auburn. Date Signature Title CONTRACTOR/CONSULTANT INFORMATION COORDINATING APPLICATION All information related to this application will be sent to this contact Company Name Contact Person Address City, State, Zip Phone Number E-Mail Address ❑ Letter of Authorization— If Applicant is utilizing a contractor or consultant to apply for this Franchise Application on their behalf, a Letter of Authorization from the Applicant must be submitted with this application. Letter must be on company letterhead and notarized or accompanied by a power of attorney for the signature on the letter. hereby certify and declare under penalty of perjury under Washington law that the statements furnished by me on this application are true and complete to the best of my knowledge and that I will comply with the provisions of the Auburn City Code in doing business in Auburn. Date Signature Title FE068 Page 1 of 2 ADDITIONAL APPLICANT INFORMATION The City requires the name, daytime telephone and contact information of three (3) responsible persons from the Applicant, any of which can be contacted at any time during the life of the application and permit in the event the need arises. 1. 2. 3. Company Name City of Kent City of Kent City of Kent Contact Person Alex Murillo Brunye Adams Karla Mitts Address 220 Fourth Avenue South 220 Fourth Avenue South 220 Fourth Avenue South City, State, Zip Kent, WA 98032 Kent, WA 98032 Kent, WA 98032 Phone Number 253-856-5528 253-856-5531 253-856-5507 E-Mail Address AMurillo@kentwa.gov BAdams@kentwa.gov KMitts@kentwa.gov PROJECT/APPLICATION INFORMATION Location of right-of-way The project takes place on South 277th Street approximately between L Street Northeast and 108th Avenue Southeast. Date(s) and time requested for use. Please explain your desired use of the right-of-way. If needed please attach a letter describing more detail regarding the request. Please see attached letter. REQUIRED DOCUMENTS ❑ Signed and Notarized Hold Harmless Agreement— Form FE166 ❑ Traffic Control Plan, Map, Diagram, Engineering Plans or Picture showing desired use of right-of-way. If request includes street, sidewalk or parking closures you must submit a traffic control plan that details how you intend to close all streets, sidewalk and parking per MUTCD standards. Additional Application Fees may be incurred. ® Certificate of Insurance, including the Additional Insured Endorsements naming the City as an Additional Insured per the requirements outlined in Form#FE035 General Process and Conditions for Issuance of ROW Use Permits. Insurance Certificates and Endorsements may be submitted upon permit approval but are required prior to permit issuance. ❑ Financial Security/Performance Bond. If required, the amount of the security/bond will be determined by the City Engineer and must be in a form acceptable to the City Engineer. Securities/bonds may be submitted upon permit approval but are required prior to permit issuance. The City may require information and documentation at the applicants expense in addition to those items listed above in order to perform a complete review of your application. If required, the applicant will be informed and information is due as soon as possible so that City Staff can continue to review your application. Additional information on ROW Use Permits can be found in Chapter 12.60 of the Auburn City Code. Acceptance of this application by the City and payment of any fees by the applicant does not constitute approval or compliance with the rules, regulations or requirement of any other jurisdictions, which may relate to the above project. Right-of-Way Use Permits are of a wholly temporary nature and vest no permanent rights whatsoever. Right-of-Way Use Permits, if approved are for the location and applicant listed on the permit and cannot be transferred to another location or to another applicant. Right-of-Way Use Permit Applications generally take 4 weeks to process. Depending on the details of your particular request, the process could take less or significantly more time. Applicant is solely responsible for providing all elements of the application as the City determines is necessary to provide a complete and adequate application. City staff will be happy to meet with you in person, speak with you over the phone or communicate through e-mail if you have questions as to the process, requirements, fees, review or status of your particular request at any stage of your application. Please contact Amber Olds, ROW Specialist at 253-804-3120 or aolds(a)auburnwa.gov. FE068 Page 2 of 2 ACIITTYTOF ** RIGHT-OF-WAY USE Form #FE166 BURLY INDEMNIFICATION AND HOLD HARMLESS Updated WASHINGTON January 2023 Physical Address: Mailing Address: Webpage&Email: Phone:253-931-3010 Auburn City Hall Annex,2nd Floor 25 West Main Street www.auburnwa.aov 1 East Main Street Auburn,WA 98001-4998 aolds auburnwa.aov FOR OFFICE USE ONLY Permit# IDate Received INDEMNIFICATION AND HOLD HARMLESS AGREEMENT The Permittee shall defend, indemnify and hold the City of Auburn, its officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with activities or operations performed by the Permittee or on the Permittee's behalf out of issuance of this Permit, except for injuries and damages caused by the sole negligence of the City of Auburn. It is further provided that if the Permit authorizes the movement of an oversized load that the person or persons moving such oversized load shall indemnify and save harmless any franchisee or lessee and the City from any and all damages or claims of any kind or nature caused directly or indirectly for temporary arrangement of the lines and poles of a franchisee or lessee to accommodate the movement of such oversized load through the City. However, should a court of competent jurisdiction determine that RCW 4.24.115 applies to this Permit, then the Permittee agrees to defend, indemnify and hold the City of Auburn, its officers, officials, employees and volunteers harmless to the maximum extent permitted thereunder. It is further specifically and expressly understood that the indemnification provided herein constitutes the Permittee's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Agreement. DATED THIS DAY OF 20 SIGNATURE OF PERMIT HOLDER COMPANY OR ORGANIZATION STATE OF WASHINGTON ) ) SS. County of ) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as a free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of 20_ NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT MY COMMISSION EXPIRES FE166 Page 1 of 1 CITY OF *T .. GENERAL PROCESS AND CONDITIONS FOR Form #FE035 AUTB `JRLV ISSUANCE OF RIGHT-OF-WAY (ROW) USE Updated WASHINGTON PERMITS — Chapter 12.60 ACC January 2023 Physical Address: Mailing Address: Webpage&Email: Phone:253-931-3010 Auburn City Hall Annex,2nd Floor 25 West Main Street www.auburnwa.aov 1 East Main Street Auburn,WA 98001-4998 aoldsCa).auburnwa.aov APPLICATION AND APPROVAL PROCESS 1. Applicant shall submit a complete ROW Use Permit Application and all associated documentation, plans and application fees to the City at the above listed address or e-mail. 2. The City will review the application and inform the applicant if additional information is needed to process the application. 3. If the application is to be approved conditions for the permit will be drafted. Periodically a permit is approved contingent upon certain conditions being met. Some conditions may be required to be met prior to the permit being issued. The City will notify the applicant of such conditions. These conditions could include but are not limited to: payment of outstanding permit fees, submittal of insurance documents, financial securities, plans, licenses, and/or agreements, etc. The permit will not be issued until such conditions have been met. 4. Once the permit is issued the applicant will be notified and sent a copy of the approved permit via e-mail. 5. Permits shall expire on the date specified on the issued permit unless sooner terminated by the City. 6. Type C— Long Term Permits may be renewed and the application fees waived if a complete application is submitted to the City prior to the current permit expiration. Permit fees will still apply. No permit shall be automatically renewed. 7. Timelines for processing permits vary depending on the type of permit and the specific request that is being applied for. Request for uses that impact the general public such as parades, road closures and uses over 30 days generally take longer to review. Applicants are solely responsible for providing all elements of the application and for planning in advance of the requested permit to allow sufficient time for City review and determination that the application is complete and adequate. Generally applications take about 4 weeks to process, though they could take less or more time. 8. Submittal of an application and payment of the application fee does not guarantee approval of the permit or limit in any way the conditions the City may place on the permit, if approved. APPLICATION AND PERMIT FEES The application fee for a Right-of-Way Use Permit shall be paid at the time the application is filed. Permit fees are in addition to application fees and shall be paid upon approval of the permit but prior to permit issuance. Right-of Way Use Permit Fees are per the City's adopted fee schedule (Per Resolution Nos. 5681, 5549 and Ordinance No. 6125). Right-of-Way Use Permit application and permit fees are non-refundable and shall not be prorated. Fees or cost associated with required police support for any permit shall be contracted separately as needed. INSURANCE REQUIREMENTS FOR ROW USE PERMITS (unless otherwise noted in the special conditions for your permit) A. Insurance Term The Permittee shall procure and maintain for the duration of the Permit, insurance against claims for injuries to persons or damage to property which may arise from or in connection with operations or activities performed by or on the Permittee's behalf with the issuance of this Permit. B. No Limitation The Permittee's maintenance of insurance as required by the Permit shall not be construed to limit the liability of the Permittee to the coverage provided by such insurance, or otherwise limit the City of Auburn's recourse to any remedy available at law or in equity. C. Minimum Scope of Insurance The Permittee shall obtain insurance of the types and coverage described below: FE035 Page 1 of 2 1. Commercial General Liability insurance shall be at least as broad as Insurance Services Office (ISO)occurrence form CG 00 01 and shall cover liability arising from operations, products-completed operations, and stop-gap liability. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The City of Auburn shall be named as an additional insured under the Permittee's Commercial General Liability insurance policy using ISO Additional Insured-State or Political Subdivisions-Permits CG 20 12 or a substitute endorsement providing at least as broad coverage. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be at least as broad as Insurance Services Office (ISO)form CA 00 01. D. Minimum Amounts of Insurance The Permittee shall maintain the following insurance limits: 1. Commercial General Liability insurance shall be written with limits no less than $2,000,000 each occurrence, $2,000,000 general aggregate and a $2,000,000 products- completed operations aggregate limit. 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of$1,000,000 per accident. E. Other Insurance Provision The Permittee's Commercial General Liability insurance policy or policies are to contain, or be endorsed to contain that they shall be primary insurance as respect the City. Any insurance, self-insurance, or self-insured pool coverage maintained by the City of Auburn shall be excess of the Permittee's insurance and shall not contribute with it. F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. G. Verification of Coverage The Permittee shall furnish the City of Auburn with original certificates and a copy of the amendatory endorsements, including the additional insured endorsement, evidencing the insurance requirements of the Permittee before issuance of the Permit. H. Notice of Cancellation The Permittee shall provide the City of Auburn with written notice of any policy cancellation, within two business days of their receipt of such notice. I. Failure to Maintain Insurance Failure on the part of the Permittee to maintain the insurance as required shall constitute a material breach of the Permit, upon which the City of Auburn may, after giving five business days' notice to the Permittee to correct the breach, immediately terminate the Permit. J. City of Auburn Full Availability of Permittee Limits If the Permittee maintains higher insurance limits than the minimums shown above, the City of Auburn shall be insured for the full available limits of Commercial General and Excess or Umbrella liability maintained by the Permittee, irrespective of whether such limits maintained by the Permittee are greater than those required by this Permit or whether any certificate of insurance furnished to the City of Auburn evidences limits of liability lower than those maintained by the Permittee. CONTACT INFORMATION For questions regarding ROW Use Permit Applications please contact Amber Olds, ROW Specialist, Public Works, at(253) 804-3120 or send an email to: aolds(a-)auburnwa.gov . Public Works, Engineering Services (253) 931-3010 Office hours are Monday through Friday, except holidays, 8:OOam-5:00 pm. FE035 Page 2 of 2 TRAIL REPAIR T" 2022 Asphalt Overlays/Holcomb A - 9 March 13, 2023 Project Number: 22-3001.1 TRAIL REPAIR - SOUTH 277TH CORRIDOR TRAIL S 277th St 53nr!St NE �y T 51 st N� } c ;9ti i7 3 p L 1� 1 !� ►'{�r -`[.tie. � � r y 1 I TT t PREVAILING WAGE RATES 2022 Asphalt Overlays/Holcomb A - 10 March 13, 2023 Project Number: 22-3001.1 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: 03/14/2023 County_ Trade Job Classification Wage Holiday Overtime Note *Risk Class King Asbestos Abatement Workers Journey Level $56.80 5D 1 H View King Boilermakers Journey Level $74.29 5N 1C View King Brick Mason Journey Level $66.32 7E 1 N View King Brick Mason Pointer-Caulker-Cleaner $66.32 7E 1 N View King Building Service Employees Janitor $28.23 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $28.68 5S 2F View King Building Service Employees Window Cleaner (Non-Scaffold) $32.18 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $33.18 5S 2F View King Cabinet Makers In Shop). Journey Level $22.74 1 View King Carpenters Acoustical Worker $71.53 15J 4C View King Carpenters Bridge, Dock And Wharf $71.53 15J 4C View Carpenters King Carpenters Floor Layer Et Floor Finisher $71.53 15J 4C View King Carpenters Journey Level $71.53 15J 4C View King Carpenters Scaffold Erector $71.53 15J 4C View King Cement Masons Application of all Composition $70.09 15J 4U View Mastic King Cement Masons Application of all Epoxy $69.59 15J 4U View Material King Cement Masons Application of all Plastic $70.09 15J 4U View Material King Cement Masons Application of Sealing $69.59 15J 4U View Compound King Cement Masons Application of Underlayment $70.09 15J 4U View King Cement Masons Building General $69.59 15J 4U View King Cement Masons Composition or Kalman Floors $70.09 15J 4U View King Cement Masons Concrete Paving $69.59 15J 4U View King Cement Masons Curb Et Gutter Machine $70.09 15J 4U View King Cement Masons Curb Et Gutter, Sidewalks $69.59 15J 4U View King Cement Masons Curing Concrete $69.59 15J 4U View King Cement Masons Finish Colored Concrete $70.09 15J 4U View King Cement Masons Floor Grinding $70.09 15J 4U View King Cement Masons Floor Grinding/Polisher $69.59 15J 4U View King Cement Masons Green Concrete Saw, self- $70.09 15J 4U View powered King Cement Masons Grouting of all Plates $69.59 15J 4U View King Cement Masons Grouting of all Tilt-up Panels $69.59 15J 4U View King Cement Masons Gunite Nozzleman $70.09 15J 4U View King Cement Masons Hand Powered Grinder $70.09 15J 4U View King Cement Masons Journey Level $69.59 15J 4U View King Cement Masons Patching Concrete $69.59 15J 4U View King Cement Masons Pneumatic Power Tools $70.09 15J 4U View King Cement Masons Power Chipping Et Brushing $70.09 15J 4U View King Cement Masons Sand Blasting Architectural $70.09 15J 4U View Finish King Cement Masons Screed Et Rodding Machine $70.09 15J 4U View King Cement Masons Spackling or Skim Coat $69.59 15J 4U View Concrete King Cement Masons Troweling Machine Operator $70.09 15J 4U View King Cement Masons Troweling Machine Operator on $70.09 15J 4U View Colored Slabs King Cement Masons Tunnel Workers $70.09 15J 4U View King Divers Et Tenders Bell/Vehicle or Submersible $126.05 15J 4C View Operator (Not Under Pressure) King Divers Et Tenders Dive Supervisor/Master $89.94 15J 4C View King Divers Et Tenders Diver $126.05 15J 4C 8V View King Divers Et Tenders Diver On Standby $84.94 15J 4C View King Divers Et Tenders Diver Tender $77.16 15J 4C View King Divers Et Tenders Hyperbaric Worker - $89.09 15J 4C View Compressed Air Worker 0-30.00 PSI King Divers Et Tenders Hyperbaric Worker - $94.09 15J 4C View Compressed Air Worker 30.01 - 44.00 PSI King Divers Et Tenders Hyperbaric Worker - $107.09 15J 4C View Compressed Air Worker 44.01 - 54.00 PSI King Divers Et Tenders Hyperbaric Worker - $103.09 15J 4C View Compressed Air Worker 54.01 - 60.00 PSI King Divers Et Tenders Hyperbaric Worker - $105.59 15J 4C View Compressed Air Worker 60.01 - 64.00 PSI King Divers Et Tenders Hyperbaric Worker - $110.59 15J 4C View Compressed Air Worker 64.01 - 68.00 PSI King Divers Et Tenders Hyperbaric Worker - $112.59 15J 4C View Compressed Air Worker 68.01 - 70.00 PSI King Divers Et Tenders Hyperbaric Worker - $114.59 15J 4C View Compressed Air Worker 70.01 - 72.00 PSI King Divers Et Tenders Hyperbaric Worker - $116.59 15J 4C View Compressed Air Worker 72.01 74.00 PSI King Divers Et Tenders Manifold Operator $77.16 15J 4C View King Divers Et Tenders Manifold Operator Mixed Gas $82.16 15J 4C View King Divers Et Tenders Remote Operated Vehicle $77.16 15J 4C View Operator/Technician King Divers Et Tenders Remote Operated Vehicle $71.98 15J 4C View Tender King Dredge Workers Assistant Engineer $76.56 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $75.97 5D 3F View King Dredge Workers Boatmen $76.56 5D 3F View King Dredge Workers Engineer Welder $78.03 5D 3F View King Dredge Workers Leverman, Hydraulic $79.59 5D 3F View King Dredge Workers Mates $76.56 5D 3F View King Dredge Workers Oiler $75.97 5D 3F View King mall Applicator Journey Level $71.53 15J 4C View King mall Tapers Journey Level $70.61 5P 1 E View King Electrical Fixture Maintenance Journey Level $37.19 5L 1 E View Workers King Electricians - Inside Cable Splicer $102.90 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $110.61 7C 4E View King Electricians - Inside Certified Welder $99.38 7C 4E View King Electricians - Inside Certified Welder (tunnel) $106.75 7C 4E View King Electricians - Inside Construction Stock Person $49.28 7C 4E View King Electricians - Inside Journey Level $95.88 7C 4E View King Electricians - Inside Journey Level (tunnel) $102.90 7C 4E View King Electricians - Motor Shop Journey Level $48.68 5A 1 B View King Electricians - Powerline Cable Splicer $93.00 5A 4D View Construction King Electricians - Powerline Certified Line Welder $85.42 5A 4D View Construction King Electricians - Powerline Groundperson $55.27 5A 4D View Construction King Electricians - Powerline Heavy Line Equipment $85.42 5A 4D View Construction Operator King Electricians - Powerline Journey Level Lineperson $85.42 5A 4D View Construction King Electricians - Powerline Line Equipment Operator $73.35 5A 4D View Construction King Electricians - Powerline Meter Installer $55.27 5A 4D 8W View Construction King Electricians - Powerline Pole Sprayer $85.42 5A 4D View Construction King Electricians - Powerline Powderperson $63.50 5A 4D View Construction King Electronic Technicians Journey Level $62.13 7E 1 E View King Elevator Constructors Mechanic $107.49 7D 4A View King Elevator Constructors Mechanic In Charge $116.13 7D 4A View King Fabricated Precast Concrete All Classifications - In-Factory $21.34 5B 1 R View Products Work Only King Fence Erectors Fence Erector $48.14 15J 4V 8Y View King Fence Erectors Fence Laborer $48.14 15J 4V 8Y View King Flaggers Journey Level $48.14 15J 4V 8Y View King Glaziers Journey Level $75.91 7L 1y View King Heat Et Frost Insulators And Journey Level $84.84 15H 11C View Asbestos Workers King Heating Equipment Mechanics Journey Level $94.11 7F 1 E View King Hod Carriers Et Mason Tenders Journey Level $59.85 15J 4V 8Y View King Industrial Power Vacuum Journey Level $15.74 1 View Cleaner King Inland Boatmen Boat Operator $61.41 5B 1 K View King Inland Boatmen Cook $56.48 5B 1 K View King Inland Boatmen Deckhand $57.48 5B 1 K View King Inland Boatmen Deckhand Engineer $58.81 5B 1 K View King Inland Boatmen Launch Operator $58.89 5B 1 K View King Inland Boatmen Mate $57.31 5B 1 K View King Inspection/Cleaning/Sealing Of Cleaner Operator, Foamer $31.49 1 View Sewer Et Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $15.74 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $19.33 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Tv Truck Operator $20.45 1 View Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $71.53 15J 4C View King Ironworkers Journeyman $83.79 7N 10 View King Laborers Air, Gas Or Electric Vibrating $56.80 15J 4V 8Y View Screed King Laborers Airtrac Drill Operator $58.56 15J 4V 8Y View King Laborers Ballast Regular Machine $56.80 15J 4V 8Y View King Laborers Batch Weighman $48.14 15J 4V 8Y View King Laborers Brick Pavers $56.80 15J 4V 8Y View King Laborers Brush Cutter $56.80 15J 4V 8Y View King Laborers Brush Hog Feeder $56.80 15J 4V 8Y View King Laborers Burner $56.80 15J 4V 8Y View King Laborers Caisson Worker $58.56 15J 4V 8Y View King Laborers Carpenter Tender $56.80 15J 4V 8Y View King Laborers Cement Dumper-paving $57.84 15J 4V 8Y View King Laborers Cement Finisher Tender $56.80 15J 4V 8Y View King Laborers Change House Or Dry Shack $56.80 15J 4V 8Y View King Laborers Chipping Gun (30 Lbs. And $57.84 15J 4V 8Y View Over) King Laborers Chipping Gun (Under 30 Lbs.) $56.80 15J 4V 8Y View King Laborers Choker Setter $56.80 15J 4V 8Y View King Laborers Chuck Tender $56.80 15J 4V 8Y View King Laborers Clary Power Spreader $57.84 15J 4V 8Y View King Laborers Clean-up Laborer $56.80 15J 4V 8Y View King Laborers Concrete Dumper/Chute $57.84 15J 4V 8Y View Operator King Laborers Concrete Form Stripper $56.80 15J 4V 8Y I View King Laborers Concrete Placement Crew $57.84 15J 4V 8Y View King Laborers Concrete Saw Operator/Core $57.84 15J 4V 8Y View Driller King Laborers Crusher Feeder $48.14 15J 4V 8Y View King Laborers Curing Laborer $56.80 15J 4V 8Y View King Laborers Demolition: Wrecking Et Moving $56.80 15J 4V 8Y View (Incl. Charred Material) King Laborers Ditch Digger $56.80 15J 4V 8Y View King Laborers Diver $58.56 15J 4V 8Y View King Laborers Drill Operator (Hydraulic, $57.84 15J 4V 8Y View Diamond) King Laborers Dry Stack Walls $56.80 15J 4V 8Y View King Laborers Dump Person $56.80 15J 4V 8Y View King Laborers Epoxy Technician $56.80 15J 4V 8Y View King Laborers Erosion Control Worker $56.80 15J 4V 8Y View King Laborers Faller Et Bucker Chain Saw $57.84 15J 4V 8Y View King Laborers Fine Graders $56.80 15J 4V 8Y View King Laborers Firewatch $48.14 15J 4V 8Y View King Laborers Form Setter $57.84 15J 4V 8Y View King Laborers Gabian Basket Builders $56.80 15J 4V 8Y View King Laborers General Laborer $56.80 15J 4V 8Y View King Laborers Grade Checker Et Transit Person $59.85 15J 4V 8Y View King Laborers Grinders $56.80 15J 4V 8Y View King Laborers Grout Machine Tender $56.80 15J 4V 8Y View King Laborers Groutmen (Pressure) Including $57.84 15J 4V 8Y View Post Tension Beams King Laborers Guardrail Erector $56.80 15J 4V 8Y View King Laborers Hazardous Waste Worker (Level $58.56 15J 4V 8Y View A) King Laborers Hazardous Waste Worker (Level $57.84 15J 4V 8Y View B) King Laborers Hazardous Waste Worker (Level $56.80 15J 4V 8Y View C) King Laborers High Scaler $58.56 15J 4V 8Y View King Laborers Jackhammer $57.84 15J 4V 8Y View King Laborers Laserbeam Operator $57.84 15J 4V 8Y View King Laborers Maintenance Person $56.80 15J 4V 8Y View King Laborers Manhole Builder-Mudman $57.84 15J 4V 8Y View King Laborers Material Yard Person $56.80 15J 4V 8Y View King Laborers Mold Abatement Worker $56.80 15J 4V 8Y View King Laborers Motorman-Dinky Locomotive $59.95 15J 4V 8Y View King Laborers nozzleman (concrete pump, $59.85 15J 4V 8Y View green cutter when using combination of high pressure air Et water on concrete Et rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) King Laborers Pavement Breaker $57.84 15J 4V 8Y View King Laborers Pilot Car $48.14 15J 4V 8Y View King Laborers Pipe Layer (Lead) $59.85 15J 4V 8Y View King Laborers Pipe Layer/Tailor $57.84 15J 4V 8Y View King Laborers Pipe Pot Tender $57.84 15J 4V 8Y View King Laborers Pipe Reliner $57.84 15J 4V 8Y View King Laborers Pipe Wrapper $57.84 15J 4V 8Y View King Laborers Pot Tender $56.80 15J 4V 8Y View King Laborers Powderman $58.56 15J 4V 8Y View King Laborers Powderman's Helper $56.80 15J 4V 8Y View King Laborers Power Jacks $57.84 15J 4V 8Y View King Laborers Railroad Spike Puller - Power $57.84 15J 4V 8Y View King Laborers Raker -Asphalt $59.85 15J 4V 8Y View King Laborers Re-timberman $58.56 15J 4V 8Y View King Laborers Remote Equipment Operator $57.84 15J 4V 8Y View King Laborers Rigger/Signal Person $57.84 15J 4V 8Y View King Laborers Rip Rap Person $56.80 15J 4V 8Y View King Laborers Rivet Buster $57.84 15J 4V 8Y View King Laborers Rodder $57.84 15J 4V 8Y View King Laborers Scaffold Erector $56.80 15J 4V 8Y View King Laborers Scale Person $56.80 15J 4V 8Y View King Laborers Sloper (Over 20") $57.84 15J 4V 8Y View King Laborers Sloper Sprayer $56.80 15J 4V 8Y View King Laborers Spreader (Concrete) $57.84 15J 4V 8Y View King Laborers Stake Hopper $56.80 15J 4V 8Y View King Laborers Stock Piler $56.80 15J 4V 8Y View King Laborers Swinging Stage/Boatswain $48.14 15J 4V 8Y View Chair King Laborers Tamper Et Similar Electric, Air $57.84 15J 4V 8Y View Et Gas Operated Tools King Laborers Tamper (Multiple Et Self- $57.84 15J 4V 8Y View propelled) King Laborers Timber Person - Sewer (Lagger, $57.84 151 4V 8Y View Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $56.80 15J 4V 8Y View King Laborers Topper $56.80 15J 4V 8Y View King Laborers Track Laborer $56.80 15J 4V 8Y View King Laborers Track Liner (Power) $57.84 15J 4V 8Y View King Laborers Traffic Control Laborer $51.48 15J 4V 9C View King Laborers Traffic Control Supervisor $54.55 15J 4V 9C View King Laborers Truck Spotter $56.80 15J 4V 8Y View King Laborers Tugger Operator $57.84 15J 4V 8Y View King Laborers Tunnel Work-Compressed Air $158.87 15J 4V 9B View Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $163.90 15J 4V 9B View Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $167.58 15J 4V 9B View Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $173.28 15J 4V 9B View Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $175.40 15J 4V 9B View Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $180.50 15J 4V 9B View Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $182.40 15J 4V 9B View Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $184.40 15J 4V 9B View Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $186.40 15J 4V 9B View Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $59.95 15J 4V 8Y View Tender King Laborers Tunnel Work-Miner $59.95 15J 4V 8Y View King Laborers Vibrator $57.84 15J 4V 8Y View King Laborers Vinyl Seamer $56.80 15J 4V 8Y View King Laborers Watchman $43.76 15J 4V 8Y View King Laborers Welder $57.84 15J 4V 8Y View King Laborers Well Point Laborer $57.84 15J 4V 8Y View King Laborers Window Washer/Cleaner $43.76 15J 4V 8Y View King Laborers - Underground Sewer General Laborer Et Topman $56.80 15J 4V 8Y View Et Water King Laborers - Underground Sewer Pipe Layer $57.84 15J 4V 8Y View Et Water King Landscape Construction Landscape $43.76 15J 4V 8Y View Construction/Landscaping Or Planting Laborers King Landscape Construction Landscape Operator $78.80 15J 11G 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $71.53 15J 4C View King Marble Setters Journey Level $66.32 7E 1 N View King Metal Fabrication In Shop), Fitter/Certified Welder $42.17 151 11 E View King Metal Fabrication In Shop), General Laborer $30.07 151 11 E View King Metal Fabrication In Shop), Mechanic $43.63 151 11 E View King Metal Fabrication In Shop), Welder/Burner $39.28 151 11 E View King Millwright Journey Level $73.08 15J 4C View King Modular Buildings Cabinet Assembly $15.74 1 View King Modular Buildings Electrician $15.74 1 View King Modular Buildings Equipment Maintenance $15.74 1 View King Modular Buildings Plumber $15.74 1 View King Modular Buildings Production Worker $15.74 1 View King Modular Buildings Tool Maintenance $15.74 1 View King Modular Buildings Utility Person $15.74 1 View King Modular Buildings Welder $15.74 1 View King Painters Journey Level $49.46 6Z 11J View King Pile Driver Crew Tender $77.16 15J 4C View King Pile Driver Journey Level $71.98 15J 4C View King Plasterers Journey Level $67.49 7Q 1 R View King Plasterers Nozzleman $71.49 7Q 1 R View King Playground Et Park Equipment Journey Level $15.74 1 View Installers King Plumbers It. Pipefitters Journey Level $96.69 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $80.12 15J 11G 8X View King Power Equipment Operators Assistant Engineer $75.35 15J 11G 8X View King Power Equipment Operators Barrier Machine (zipper) $79.41 15J 11G 8X View King Power Equipment Operators Batch Plant Operator: concrete $79.41 15J 11G 8X View King Power Equipment Operators Boat Operator $80.33 7A 11 H 8X View King Power Equipment Operators Bobcat $75.35 15J 11G 8X View King Power Equipment Operators Brokk - Remote Demolition $75.35 15J 11G 8X View Equipment King Power Equipment Operators Brooms $75.35 15J 11G 8X View King Power Equipment Operators Bump Cutter $79.41 15J 11G 8X View King Power Equipment Operators Cableways $80.12 15J 11G 8X View King Power Equipment Operators Chipper $79.41 15J 11G 8X View King Power Equipment Operators Compressor $75.35 15J 11G 8X View King Power Equipment Operators Concrete Finish Machine - $75.35 15J 11G 8X View Laser Screed King Power Equipment Operators Concrete Pump - Mounted Or $78.80 15J 11G 8X View Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators Concrete Pump: Truck Mount $80.12 15J 11G 8X View With Boom Attachment Over 42 M King Power Equipment Operators Concrete Pump: Truck Mount $79.41 15J 11G 8X View With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $78.80 15J 11G 8X View King Power Equipment Operators Cranes Friction: 200 tons and $82.76 7A 11 H 8X View over King Power Equipment Operators Cranes, A-frame: 10 tons and $75.55 7A 11 H 8X View under King Power Equipment Operators Cranes: 100 tons through 199 $81.12 7A 11 H 8X View tons, or 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 tons through 44 $79.62 7A 11 H 8X View tons with attachments King Power Equipment Operators Cranes: 200 tons- 299 tons, or $81.97 7A 11 H 8X View 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $82.76 7A 11 H 8X View 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 tons through 99 $80.33 7A 11 H 8X View tons, under 150' of boom(including jib with attachments) King Power Equipment Operators Cranes: Friction cranes through $81.97 7A 11 H 8X View 199 tons King Power Equipment Operators Cranes: through 19 tons with $79.00 7A 11 H 8X View attachments, a-frame over 10 tons King Power Equipment Operators Crusher $79.41 15J 11G 8X View King Power Equipment Operators Deck Engineer/Deck Winches $79.41 15J 11G 8X View (power) King Power Equipment Operators Derricks, On Building Work $80.12 15J 11G 8X View King Power Equipment Operators Dozers D-9 Et Under $78.80 15J 11G 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck $78.80 15J 11G 8X View Or Crane Mount King Power Equipment Operators Drilling Machine $80.92 15J 11G 8X View King Power Equipment Operators Elevator and man lift: $75.35 15J 11G 8X View permanent and shaft type King Power Equipment Operators Finishing Machine, Bidwell And $79.41 15J 11G 8X View Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 lbs and over with $78.80 15J 11G 8X View attachments King Power Equipment Operators Forklifts: under 3000 lbs. with $75.35 15J 11G 8X View attachments King Power Equipment Operators Grade Engineer: Using Blue $79.41 15J 11G 8X View Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/Stakeman $75.35 15J 11G 8X View King Power Equipment Operators Guardrail Punch $79.41 15J 11G 8X View King Power Equipment Operators Hard Tail End Dump $80.12 15J 11G 8X View Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $79.41 15J 11G 8X View Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/Directional Drill $78.80 15J 11G 8X View Locator King Power Equipment Operators Horizontal/Directional Drill $79.41 15J 11G 8X View Operator King Power Equipment Operators Hydralifts/Boom Trucks Over $79.00 7A 11 H 8X View 10 Tons King Power Equipment Operators Hydralifts/boom trucks: 10 $75.55 7A 11 H 8X View tons and under King Power Equipment Operators Leverman $81.75 15J 11G 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But $80.12 15J 11G 8X View Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $79.41 15J 11G 8X View Yards King Power Equipment Operators Loaders, Plant Feed $79.41 15J 11G 8X View King Power Equipment Operators Loaders: Elevating Type Belt $78.80 15J 11G 8X View King Power Equipment Operators Locomotives, All $79.41 15J 11G 8X View King Power Equipment Operators Material Transfer Device $79.41 15J 11G 8X View King Power Equipment Operators Mechanics: All (Leadmen - $80.92 15J 11G 8X View $0.50 per hour over mechanic) King Power Equipment Operators Motor Patrol Graders $80.12 15J 11G 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel $80.12 15J 11G 8X View Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $75.35 15J 11G 8X View Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (Elevators and $78.80 15J 11G 8X View Manlifts), Air Tuggers, Strato King Power Equipment Operators Overhead, bridge type Crane: $79.62 7A 11 H 8X View 20 tons through 44 tons King Power Equipment Operators Overhead, bridge type: 100 $81.12 7A 11 H 8X View tons and over King Power Equipment Operators Overhead, bridge type: 45 tons $80.33 7A 11 H 8X View through 99 tons King Power Equipment Operators Pavement Breaker $75.35 15J 11G 8X View King Power Equipment Operators Pile Driver (other Than Crane $79.41 15J 11G 8X View Mount) King Power Equipment Operators Plant Oiler -Asphalt, Crusher $78.80 15J 11G 8X View King Power Equipment Operators Posthole Digger, Mechanical $75.35 15J 11G 8X View King Power Equipment Operators Power Plant $75.35 15J 11G 8X View King Power Equipment Operators Pumps - Water $75.35 15J 11G 8X View King Power Equipment Operators Quad 9, Hd 41, D10And Over $80.12 15J 11G 8X View King Power Equipment Operators Quick Tower: no cab, under $79.41 15J 11G 8X View 100 feet in height base to boom King Power Equipment Operators Remote Control Operator On $80.12 15J 11G 8X View Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger and Bellman $75.55 7A 11 H 8X View King Power Equipment Operators Rigger/Signal Person, $79.00 7A 11 H 8X View Bellman(Certified) King Power Equipment Operators Rollagon $80.12 15J 11G 8X View King Power Equipment Operators Roller, Other Than Plant Mix $75.35 15J 11G 8X View King Power Equipment Operators Roller, Plant Mix Or Multi-lift $78.80 15J 11G 8X View Materials King Power Equipment Operators Roto-mill, Roto-grinder $79.41 15J 11G 8X View King Power Equipment Operators Saws - Concrete $78.80 15J 11G 8X View King Power Equipment Operators Scraper, Self Propelled Under $79.41 15J 11G 8X View 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $78.80 15J 11G 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 $80.12 15J 11G 8X View Yards And Over King Power Equipment Operators Service Engineers: Equipment $78.80 15J 11G 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $75.35 15J 11G 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, $78.80 15J 11G 8X View Tractors Under 15 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoe: $80.12 15J 11G 8X View Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $79.41 15J 11G 8X View Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $80.92 15J 11G 8X View Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $81.75 15J 11G 8X View Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $80.12 15J 11G 8X View King Power Equipment Operators Spreader, Topsider Et $80.12 15J 11G 8X View Screedman King Power Equipment Operators Subgrader Trimmer $79.41 15J 11G 8X View King Power Equipment Operators Tower Bucket Elevators $78.80 15J 11G 8X View King Power Equipment Operators Tower Crane: over 175' through $81.97 7A 11 H 8X View 250' in height, base to boom King Power Equipment Operators Tower crane: up to 175' in $81.12 7A 11 H 8X View height base to boom King Power Equipment Operators Tower Cranes: over 250' in $82.76 7A 11 H 8X View height from base to boom King Power Equipment Operators Transporters, All Track Or Truck $80.12 15J 11G 8X View Type King Power Equipment Operators Trenching Machines $78.80 15J 11G 8X View King Power Equipment Operators Truck Crane Oiler/Driver: 100 $79.62 7A 11 H 8X View tons and over King Power Equipment Operators Truck crane oiler/driver: under $79.00 7A 11 H 8X View 100 tons King Power Equipment Operators Truck Mount Portable Conveyor $79.41 15J 11G 8X View King Power Equipment Operators Vac Truck (Vactor Guzzler, $79.41 15J 11G 8X View Hydro Excavator) King Power Equipment Operators Welder $80.12 15J 11G 8X View King Power Equipment Operators Wheel Tractors, Farmall Type $75.35 15J 11G 8X View King Power Equipment Operators Yo Yo Pay Dozer $79.41 15J 11G 8X View King Power Equipment Operators- Asphalt Plant Operators $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Boat Operator $80.33 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Bobcat $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $75.35 15J 11G 8X View Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cableways $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Chipper $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Compressor $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine - $75.35 15J 11G 8X View Underground Sewer Et Water Laser Screed King Power Equipment Operators- Concrete Pump - Mounted Or $78.80 15J 11G 8X View Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount $80.12 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Pump: Truck Mount $79.41 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $82.76 7A 11 H 8X View Underground Sewer Et Water over King Power Equipment Operators- Cranes, A-frame: 10 tons and $75.55 7A 11 H 8X View Underground Sewer Et Water under King Power Equipment Operators- Cranes: 100 tons through 199 $81.12 7A 11 H 8X View Underground Sewer Et Water tons, or 150' of boom (including jib with attachments) King Power Equipment Operators- Cranes: 20 tons through 44 $79.62 7A 11 H 8X View Underground Sewer Et Water tons with attachments King Power Equipment Operators- Cranes: 20 tons through 44 $79.62 7A 11 H 8X View Underground Sewer Et Water tons with attachments King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $81.97 7A 11 H 8X View Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $82.76 7A 11 H 8X View Underground Sewer Et Water 300' of boom including jib with attachments King Power Equipment Operators- Cranes: 45 tons through 99 $80.33 7A 11 H 8X View Underground Sewer Et Water tons, under 150' of boom(including jib with attachments) King Power Equipment Operators- Cranes: Friction cranes through $81.97 7A 11 H 8X View Underground Sewer Et Water 199 tons King Power Equipment Operators- Cranes: through 19 tons with $79.00 7A 11 H 8X View Underground Sewer Et Water attachments, a-frame over 10 tons King Power Equipment Operators- Crusher $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/Deck Winches $79.41 15J 11G 8X View Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Dozers D-9 Et Under $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $78.80 15J 11G 8X View Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $80.92 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Elevator and man-lift: $75.35 15J 11G 8X View Underground Sewer Et Water permanent and shaft type King Power Equipment Operators- Finishing Machine, Bidwell And $79.41 15J 11G 8X View Underground Sewer Et Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 lbs and over with $78.80 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Forklifts: under 3000 lbs. with $75.35 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Grade Engineer: Using Blue $79.41 15J 11G 8X View Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $80.12 15J 11G 8X View Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $79.41 15J 11G 8X View Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill $78.80 15J 11G 8X View Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/Directional Drill $79.41 15J 11G 8X View Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom trucks: 10 $75.55 7A 11 H 8X View Underground Sewer Et Water tons and under King Power Equipment Operators- Hydralifts/boom trucks: over $79.00 7A 11 H 8X View Underground Sewer Et Water 10 tons King Power Equipment Operators- Leverman $81.75 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But $80.12 15J 11G 8X View Underground Sewer Et Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $79.41 15J 11G 8X View Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mechanics: All (Leadmen - $80.92 15J 11G 8X View Underground Sewer Et Water $0.50 per hour over mechanic) King Power Equipment Operators- Motor Patrol Graders $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel $80.12 15J 11G 8X View Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $75.35 15J 11G 8X View Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators and $78.80 15J 11G 8X View Underground Sewer Et Water Manlifts), Air Tuggers, Strato King Power Equipment Operators- Overhead, bridge type Crane: $79.62 7A 11 H 8X View Underground Sewer Et Water 20 tons through 44 tons King Power Equipment Operators- Overhead, bridge type: 100 $81.12 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Overhead, bridge type: 45 tons $80.33 7A 11 H 8X View Underground Sewer Et Water through 99 tons King Power Equipment Operators- Pavement Breaker $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $79.41 15J 11G 8X View Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler -Asphalt, Crusher $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Power Plant $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10And Over $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quick Tower: no cab, under $79.41 15J 11G 8X View Underground Sewer Et Water 100 feet in height base to boom King Power Equipment Operators- Remote Control Operator On $80.12 15J 11G 8X View Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger and Bellman $75.55 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, $79.00 7A 11 H 8X View Underground Sewer Et Water Bellman(Certified) King Power Equipment Operators- Rollagon $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $78.80 15J 11G 8X View Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under $79.41 15J 11G 8X View Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $80.12 15J 11G 8X View Underground Sewer Et Water Yards And Over King Power Equipment Operators- Shotcrete/Gunite Equipment $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe, $78.80 15J 11G 8X View Underground Sewer Et Water Tractors Under 15 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoe: $80.12 15J 11G 8X View Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $79.41 15J 11G 8X View Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $80.92 15J 11G 8X View Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $81.75 15J 11G 8X View Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $80.12 15J 11G 8X View Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Crane: over 175' through $81.97 7A 11 H 8X View Underground Sewer Et Water 250' in height, base to boom King Power Equipment Operators- Tower crane: up to 175' in $81.12 7A 11 H 8X View Underground Sewer Et Water height base to boom King Power Equipment Operators- Tower Cranes: over 250' in $82.76 7A 11 H 8X View Underground Sewer Et Water height from base to boom King Power Equipment Operators- Transporters, All Track Or Truck $80.12 15J 11G 8X View Underground Sewer Et Water Type King Power Equipment Operators- Trenching Machines $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/Driver: 100 $79.62 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Truck Crane Oiler/Driver: 100 $79.62 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Truck crane oiler/driver: under $79.00 7A 11 H 8X View Underground Sewer Et Water 100 tons King Power Equipment Operators- Truck Mount Portable Conveyor $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Vac Truck (Vactor Guzzler, $79.41 15J 11G 8X View Underground Sewer Et Water Hydro Excavator) King Power Equipment Operators- Welder $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farman Type $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $79.41 15J 11G 8X View Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $57.22 5A 4A View Trimmers King Power Line Clearance Tree Spray Person $54.32 5A 4A View Trimmers King Power Line Clearance Tree Tree Equipment Operator $57.22 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer $51.18 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $38.99 5A 4A View Trimmers King Refrigeration Et Air Conditioning Journey Level $92.51 6Z 1G View Mechanics King Residential Brick Mason Journey Level $66.32 7E 1 N View King Residential Carpenters Journey Level $36.44 1 View King Residential Cement Masons Journey Level $46.64 1 View King Residential Drywall Applicators Journey Level $71.53 15J 4C View King Residential Drywall Tapers Journey Level $36.36 1 View King Residential Electricians Journey Level $48.80 1 View King Residential Glaziers Journey Level $28.93 1 View King Residential Insulation Journey Level $28.18 1 View Applicators King Residential Laborers Journey Level $29.73 1 View King Residential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $23.47 1 View King Residential Plumbers Et Journey Level $96.69 6Z 1G View Pipefitters King Residential Refrigeration Et Air Journey Level $92.51 6Z 1G View Conditioning Mechanics King Residential Sheet Metal Journey Level $94.11 7F 1 E View Workers King Residential Soft Floor Lavers Journey Level $55.76 5A 3J View King Residential Sprinkler Fitters Journey Level $58.26 5C 2R View .(Fire Protection). King Residential Stone Masons Journey Level $66.32 7E 1 N View King Residential Terrazzo Workers Journey Level $60.36 7E 1 N View King Residential Terrazzo/Tile Journey Level $24.39 1 View Finishers King Residential Tile Setters Journey Level $21.04 1 View King Roofers Journey Level $60.95 5A 3H View King Roofers Using Irritable Bituminous $63.95 5A 3H View Materials King Sheet Metal Workers Journey Level (Field or Shop) $94.11 7F 1 E View King Shipbuilding Et Ship Repair New Construction Boilermaker $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Carpenter $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Crane $41.83 7V 1 View Operator King Shipbuilding Et Ship Repair New Construction Electrician $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Heat Et Frost $84.84 15H 11C View Insulator King Shipbuilding Et Ship Repair New Construction Laborer $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Machinist $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Operating $41.83 7V 1 View Engineer King Shipbuilding Et Ship Repair New Construction Painter $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Pipefitter $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Rigger $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Sheet Metal $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction Shipfitter $41.83 7V 1 View King Shipbuilding Et Ship Repair New Construction $41.83 7V 1 View Warehouse/Teamster King Shipbuilding Et Ship Repair New Construction Welder / $41.83 7V 1 View Burner King Shipbuilding Et Ship Repair Ship Repair Boilermaker $50.35 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Carpenter $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Electrician $50.42 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost $84.84 15H 11C View Insulator King Shipbuilding Et Ship Repair Ship Repair Laborer $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Machinist $50.95 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Painter $50.95 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Pipefitter $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Rigger $50.35 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $50.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Shipwright $50.95 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Warehouse / $45.06 7Y 4K View Teamster King Sign Makers Et Installers Journey Level $55.78 0 1 View .(Electrical) King Sign Makers Et Installers (Non- Journey Level $35.73 0 1 View Electrical). King Soft Floor Lavers Journey Level $62.39 15J 4C View King Solar Controls For Windows Journey Level $15.74 1 View King Sprinkler Fitters (Fire Journey Level $92.49 5C 1X View Protection), King Stage Rigging Mechanics (Non Journey Level $15.74 1 View Structural), King Stone Masons Journey Level $66.32 7E 1 N View King Street And Parking Lot Sweeper Journey Level $19.09 1 View Workers King Surveyors Assistant Construction Site $79.00 7A 11 H 8X View Surveyor King Surveyors Chainman $75.55 7A 11 H 8X View King Surveyors Construction Site Surveyor $80.33 7A 11 H 8X View King Surveyors Drone Operator (when used in $75.55 7A 11 H 8X View conjunction with survey work ' only) King Surveyors Ground Penetrating Radar $75.55 7A 11 H 8X View Operator King Telecommunication Technicians Journey Level $62.13 7E 1 E View King Telephone Line Construction - Cable Splicer $39.15 5A 2B View Outside King Telephone Line Construction - Hole Digger/Ground Person $26.29 5A 2B View Outside King Telephone Line Construction - Telephone Equipment Operator $32.72 5A 2B View Outside (Light) King Telephone Line Construction - Telephone Lineperson $37.00 5A 2B View Outside King Terrazzo Workers Journey Level $60.36 7E 1 N View King Tile Setters Journey Level $60.36 7E 1 N View King Tile, Marble Et Terrazzo Finisher $51.19 7E 1 N View Finishers King Traffic Control Stripers Journey Level $51.90 7A 1 K View King Truck Drivers Asphalt Mix Over 16 Yards $72.45 15J 11M 8L View King Truck Drivers Asphalt Mix To 16 Yards $71.61 15J 11M 8L View King Truck Drivers Dump Truck $71.61 15J 11M 8L View King Truck Drivers Dump Truck Et Trailer $72.45 15J 11M 8L View King Truck Drivers Other Trucks $72.45 15J 11M 8L View King Truck Drivers - Ready Mix Transit Mix $72.45 15J 11M 8L View King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 View Installers King Well Drillers Et Irrigation Pump Oiler $15.74 1 View Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 View Installers Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage.All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays(except makeup days)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1of15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Overtime Codes Continued 1. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage.All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage.(except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.)All hours worked Monday through Saturday over twelve(12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2of15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. M. This code appears to be missing.All hours worked on Saturdays,Sundays and holidays shall be paid at double the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage.All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays,and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more.When an employee returns to work without at least eight(8)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight(8)hours rest period. 3of15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Overtime Codes Continued 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays,Sundays and holidays shall be paid at double the hourly rate of wage C. On Monday through Friday, the first four(4) hours of overtime after eight(8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two(2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week,and Saturday shall be paid at one and one half(I V2)times the regular shift rate for the first eight(8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. The First eight(8)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4of15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Overtime Codes Continued 4. J. The first eight(8)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve(12)in a day,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve(12)in a day Monday through Saturday,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve(12)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on a Saturday in excess of twelve (12)hours shall be paid at double the hourly rate of pay. All hours worked over twelve(12)in a day Monday through Friday,and all hours worked on Sundays shall be paid at double the hourly rate of wage.All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. U. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.(Except on makeup days if work is lost due to inclement weather,then the first eight(8)hours on Saturday may be paid the regular rate.)All hours worked over twelve(12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. S. On a four(4) day ten (10)hour workweek scheduled Monday through Thursday, or Tuesday through Friday, work performed in excess of(10)hours shall be paid at one and one half(1-1/2)times the hourly rate of pay. On Monday through Friday, work performed outside the normal work hours of 6:00 a.m. and 6:00 p.m. shall be paid at one and one-half(1-1/2)times the straight time rate,(except for special shifts or multiple shift operations). All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All work performed on Sundays and holidays shall be paid at double the hourly rate of wage.When an employee returns to work without at least eight(8)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. Multiple Shift Operations:When the first shift of a multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate,all shifts of that days operation shall be completed at that rate. Special Shifts: The Special Shift Premium is the basic hourly rate of pay plus$2.00 an hour.When due to conditions beyond the control of the employer or when an owner (not acting as the contractor), a government agency or the contract specifications require more than four(4)hours of a special shift can only be performed outside the normal 6am to 6pm shift then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift,they shall be paid the special shift premium for each hour worked unless they are in overtime or double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday). 5of15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Overtime Codes Continued 4. V. Work performed in excess of ten(10)hours of straight time per day when four ten(10)hour shifts are established or outside the normal shift(5 am to 6pm),and all work on Saturdays,except for make-up days shall be paid at time and one-half(1 ''/2)the straight time rate. In the event the job is down due to weather conditions,then Saturday may,be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve(12)hours per day shall be paid at double(2x) the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. When an employee returns to work without a break of eight(8)hours since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8)hours. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate,(except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage.Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight(8)or ten(10)hours of work(subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate.Work performed in excess of eight hours(or ten hours per day(subject to WAC 296-127-022)shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift,then by mutual agreement a special shift may be worked at the straight time rate, eight(8)hours work for eight(8)hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight(8)hours since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. 11. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B After an employee has worked eight(8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00 am,Monday through Friday,shall be paid at a premium rate of 15%over the hourly rate of wage. 6of1S Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Overtime Codes Continued 11. D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight(8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. E. The first two(2)hours after eight(8)regular hours Monday through Friday,the first ten(10)hours on Saturday,and the first ten(10)hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked over ten(10)hours Monday through Saturday,and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight(8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. F. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one-half times the hourly rate of wage for the first eight(8) hours.All other hours worked Monday through Saturday,and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of nine(9)hours or more.When an employee returns to work without at least nine(9)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the nine(9)hours rest period. H. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of ten(10)hours or more.When an employee returns to work without at least ten(10)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the ten(10)hours rest period. 7of15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Overtime Codes Continued 11. J. All hours worked on holidays shall be paid at double the hourly rate of wage. K. On Monday through Friday hours worked outside 4:00 am and 5:00 pm,and the first two(2)hours after eight(8) hours worked shall be paid at one and one-half times the hourly rate.All hours worked over 10 hours per day Monday through Friday,and all hours worked on Saturdays,Sundays,and Holidays worked shall be paid at double the hourly rate of wage. L. An employee working outside 5:00 am and 5:00 pm shall receive an additional two dollar($2.00)per hour for all hours worked that shift.All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. M. On Monday through Friday,the first four(4)hours of overtime after eight(8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established.On a four(4)day ten(10)hour workweek scheduled Monday through Thursday,or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. Work performed outside the normal work hours of 5:00 a.m.and 6:00 p.m. shall be paid at one and one-half(1-1/2) times the straight time rate,(except for special shifts or multiple shift operations).When the first shift of a multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate,all shifts of that day's operation shall be completed at that rate.When due to conditions beyond the control of the Employer or when contract specifications require that work can only be performed outside the regular day shift of 5:00 am to 6:00 pm,then a special shift may be worked at the straight time rate,plus the shift pay premium when applicable. The starting time of work will be arranged to fit such conditions of work. Such shift shall consist of eight(8)hours work for eight(8)hours pay or ten(10)hours work for ten(10)hours pay for four ten shifts. On Saturday,the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay.All work performed after 6:00 pm Saturday to 5:00 am Monday,all work performed over twelve(12)hours, and all work performed on holidays shall be paid at double the straight time rate of pay. Shift Pay Premium:In an addition to any overtime already required,all hours worked between the hours of 6:00 pm and 5:00 am shall receive an additional two dollars($2.00)per hour. N. All work performed over twelve hours in a shift and all work performed on Sundays and Holidays shall be paid at double the straight time rate. Any time worked over eight(8)hours on Saturday shall be paid double the straight time rate,except employees assigned to work six 10-hour shifts per week shall be paid double the straight time rate for any time worked on Saturday over 10 hours. 8of15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays:New Year's Day,Presidents' Day,Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day,Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). L Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day. (7 1/2). S. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, And Christmas Day(7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day(11). H. Paid Holidays:New Year's Day,New Year's Eve Day,Memorial Day,Independence Day,Labor Day, Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(10). 9of15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Holiday Codes Continued 6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9). Z. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day, Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 1. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 10 of 15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Holiday Codes Continued 7. J. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day,And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas,and A Floating Holiday(9).If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays:New Year's Day,President's Birthday,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,the day before or after Christmas,and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Eve Day,Christmas Day,the day after Christmas,the day before New Year's Day,and a Floating Holiday. X. Holidays:New Year's Day,Day before or after New Year's Day,Presidents'Day,Memorial Day,Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day.If a holiday falls on a Saturday or on a Friday that is the normal day off,then the holiday will be taken on the last normal workday.If the holiday falls on a Monday that is the normal day off or on a Sunday,then the holiday will be taken on the next normal workday. Y. Holidays:New Year's Day,Presidents' Day,Memorial Day,Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,and Christmas Day. (8)If the holiday falls on a Sunday,then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,the Friday and Saturday after Thanksgiving Day,Christmas Eve,and Christmas Day(9).Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. 11 of 15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Holiday Codes Continued 15. G. New Year's Day,Washington's Birthday,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,the last scheduled workday before Christmas,and Christmas Day(9).If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,Level B: $0.75,Level C: $0.50,And Level D: $0.25. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. 12 of 15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Note Codes Continued 8. U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit:$2.00,Class B Suit:$1.50, And Class C Suit: $1.00.Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked.Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked.Workers who do "pioneer"work(break open a cut,build road,etc.)more than one hundred fifty(150)feet above grade elevation receive an additional$0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet.Over 10l'to 150'-$3.00 per foot for each foot over 101 feet.Over 15l'to 220'-$4.00 per foot for each foot over 220 feet. Over 22 F-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels)where there is no vertical ascent and is measured by the distance travelled from the entrance.25' to 300' -$1.00 per foot from entrance. 300' to 600' -$1.50 per foot beginning at 300'. Over 600' -$2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit: $2.00,Class B Suit: $1.50,Class C Suit: $1.00,and Class D Suit: $0.50. Special Shift Premium:Basic hourly rate plus$2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift,then the special shift premium will be applied to the basic hourly rate.When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work:When employees are called out between the hours of 6:00 p.m.and 6:00 a.m.to work on tide work (work located in the tide plane)all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents($0.75)per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium: Basic hourly rate plus$2.00 per hour.When due to conditions beyond the control of the Employer or when an owner(not acting as a contractor),a government agency or the contract specifications require that more than(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift.When an employee works on a special shift,they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 13 of 15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Note Codes Continued 9. A. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications require that more than four(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid$0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A)— 130'to 199'—$0.50 per hour over their classification rate. (B)—200'to 299'—$0.80 per hour over their classification rate. (C)—300' and over—$1.00 per hour over their classification rate. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid. Tide Work:When employees are called out between the hours of 6:00 p.m.and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work:When employees are called out between the hours of 6:00 p.m.and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants,pipelines, towers,dams,bridges,power generation facilities and manufacturing facilities such as chemical plants, etc.,or anywhere abrasive blasting is necessary to prepare surfaces,or hazardous materials encapsulation is required. E. Heavy Construction includes construction,repair,alteration or additions to the production,fabrication or manufacturing portions of industrial or manufacturing plants,hydroelectric or nuclear power plants and atomic reactor construction.Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00, Level B: $0.75,Level C: $0.50,And Level D: $0.25. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants,pipelines, towers,dams,power generation facilities and manufacturing facilities such as chemical plants,etc.,or anywhere abrasive blasting is necessary to prepare surfaces,or hazardous materials encapsulation is required. 14 of 15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Note Codes Continued 9. H. One(1)person crew shall consist of a Party Chief.(Total Station or similar one(1)person survey system). Two(2) person survey party shall consist of a least a Party Chief and a Chain Person.Three(3)person survey party shall consist of at least a Party Chief,an Instrument Person,and a Chain Person. 15 of 15