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CAG2023-187 - Original - Global Contractors, LLC - 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements - 03/27/2023
FOR CITY OF KENT OFFICIAL USE ONLY Sup/Mgr: Agreement Routing Form DirAsst: • For Approvals,Signatures and Records Management Dir/Dep: KENT This form combines&replaces the Request for Mayor's Signature and Contract Cover (optional) W A S H I N G T O N Sheet forms. (Print on pink or cherry colored paper) Originator: Department: Nancy Y. for Toby Hallock Public Works E Date Sent: Date Required: c 02/27/2023 03/06/2023 Q Mayor's Signature Required Approved by Law Date of Council Approval: Q Upload Interlocal Agreements to Website 02/07/2023 Budget Account Number: Grant? Yes No1:1 R00016 Budget?W]Yes E]No Type: N/A Vendor Name: Category: Global Contractors, LLC Contract Vendor Number: Sub-Category: = Original 0 4-0 Project Name: 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements iProject Details: The project includes construction of roadway and pedestrian improvements at seven Burlington Northern Santa Fe(BNSF)Railway 0 crossings through the city. The improvements include new sidewalks,traffic medians,curbing,fencing,and signage. These 4— improvements are necessary steps to work towards completing a Railroad Quiet Zone along the BNSF tracks in Kent. The work will C 41 occur at S 212th St,James St,Smith St,Meeker St,Gowe St,Titus St,and S 259th St and will enhance safety for pedestrians and }, vehicles at these crossings. Agreement Amount: $1,448,693 Basis for Selection of Contractor: Other E *Memo to Mayor must be atta-h-e i Start Date: Mayor's signatl Termination Date: 60 Working days Q Local Business? Yes F—INO*If meets requirements per KCC 3.70.100,please complete'Vendor Purchase-Local Exceptions"form on Cityspace. Business License Verification: ❑Yes In-Process❑Exempt(KCC 5.01.045) Notice required prior to disclosure? Contract Number: SE L—M: F—]YesF—]No CAG2023-187 Comments: aBond and contract starts on page 68. aM c c Vf � 3 0 a, cc Date Received:City Attorney: 2/27/23 Date Routed:Mayor's Office 03/23/2 City Clerk's Office 3/28/2 adccW22373_1_20 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20210513 KENT W A 5 H I N G T O N DATE: February 7, 2023 TO: Kent City Council SUBJECT: 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements - Award MOTION: I move to award the 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project to Global Contractors, LLC in the amount of $1,448,693 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: This project includes construction of roadway and pedestrian improvements at seven Burlington Northern Santa Fe (BNSF) Railway crossings through the city. The improvements include traffic medians, curbing, fencing, signage, and necessary sidewalk reconstruction. These improvements are necessary steps to work towards completing a Railroad Quiet Zone along the BNSF tracks in Kent. The work will occur at South 212th Street, James Street, Smith Street, Meeker Street, Gowe Street, Titus Street, and South 259th Street and will enhance safety for pedestrians and vehicles at these crossings. The bid opening for the 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project was held on January 31, 2023 with five bids received. The lowest responsible and responsive bid was submitted by Global Contractors, LLC in the amount of $1,448,693. Bid Tab Summary 01. Global Contractors, LLC $1,448,693.00 02. ICON Materials $1,542,346.50 03. Northwest Cascade, Inc. $1,795,550.00 04. TITAN Earthwork $1,911,311.00 05. Road Construction Northwest, Inc. $2,050,557.50 Engineer's Estimate $1,810,015.00 BUDGET IMPACT: Council has approved accepting a grant from the Washington State Department of Commerce for $2.95M for the work associated with this Project. Work completed prior to June 30, 2023 is eligible for reimbursement from the state, work completed starting July 1, 2023 will be funded by the City through budgeted project funding. SUPPORTS STRATEGIC PLAN GOAL: Evolving 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. Sustainable Services - Providing quality services through responsible financial management, economic growth, and partnerships. Inclusive Community - Embracing our diversity and advancing equity through genuine community engagement. ATTACHMENTS: 1. BNSF Crossing Improvements Bid Tab (PDF) CONFORMED TO ADDENDUM 1 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project Number: 23-3028.3 BIDS ACCEPTED UNTIL January 31, 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 WASH IN G T O 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 BNSF Railway Contractor Requirements Section 6 Kent Standard Plans Section 7 WSDOT Standard Plans Section 8 Traffic Control Plans Section 9 Inadvertent Discovery Plan Section 10 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON DENT SPECIAL PROVISIONS FOR 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project Number: 23-3028.3 BIDS ACCEPTED UNTIL January 31, 2023 11 :00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. S 3• NAt PUBLIC WORKS DIRECTOR q,�VW 0 �T 50452 KENT WAS H I N OTO N BIDDER'S NAME &1l06,1 C&1kLL-L'4"- 1-�C. CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project Number: 23-3028.3 BIDS ACCEPTED UNTIL January 31, 2023 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR • KENT W A S H I N G T 0 N ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Non-Discrimination Policy Administrative Policy 1.2 - Inclusive Contracting Proposal Subcontractor List (over $1 million) - HVAC, Plumbing, and Electrical Subcontractor List (over $1 million) - Structural Steel Installation and Rebar Installation Contractor's Qualification Statement Statement that Bidder Has Not Been Disqualified Certification of Compliance with Wage Payment Statutes Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions BNSF Railway Contractor Requirements Kent Standard Plans WSDOT Standard Plans Traffic Control Plan Inadvertent Discover Plan 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 January 31, 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 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project Number: 23-3028.3 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 improvements at seven (7) crossings of the Burlington Northern Santa Fe (BNSF) Railroad in Kent, WA. The improvements include construction of curbs, gutters, sidewalks, curb ramps, concrete traffic medians, HMA pavement, pavement markings, relocation of streetlights, installation of fencing, and posting of new signs all near the BNSF railroad tracks. The contractor shall meet the requirements put forth in the right of entry permits and contractor requirements issued by BNSF Railroad (attached in the Appendix), including, but not limited to eRailSafe Certification, BNSF Safety Orientation and coordinating with BNSF railroad flaggers when working within 25-feet of the tracks. All work must be complete by June 30, 2023. The Engineer's estimate for this project is approximately $1,540,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Toby Hallock at 253-856-5536. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Plans and specifications can also be downloaded at no charge at https://www.kentwa.gov/pay- and-apply/bids-procurement-rfps. Copies of the WSDOT Standard Specifications are available for perusal only. Apprentice Utilization Requirements are mandatory for all public works estimated to cost one million dollars or more, in which case no less than 15% of the labor hours must be performed by apprentices. KCC 6.01.030. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. Note: The award of the contract will not occur until the City of Kent has reviewed all bids for responsiveness and responsibility determinations and the Kent City Council has formally awarded the contract. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. The City of Kent, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 11t" day of January, 2023. BY �//All A A CA Kimberley A. oto, City Clerk Published: Daily Journal of Commerce on January 17 and 24, 2023 Washington State Office of Minority and Women's Business Enterprise on January 17, 2023 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date 1 - 30 - 3 This statement relates to a proposed contract with the City of Kent named 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project Number: 23-3028.3 I am the undersigned bidder or prospective contractor. I represent that - 1. I have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. C� b�1C r\ACC"eA-u!:5 . t'l-c NAME OF BIDDER BY: �v►'l b�� SIGN E/TITLE 1.!=n V ,61(yem y cf ;3-2-�c ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) BNSF Crossing Improvements/HaIlock 1 January 12, 2023 Project Number: 23-3028.3 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. BNSF Crossing Improvements/HaIlock 2 January 12, 2023 Project Number: 23-3028.3 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: BNSF Crossing Improvements/Hallock 3 January 12, 2023 Project Number: 23-3028.3 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 pa rt. F. Incorporation of Provisions: The contractor will include the provisions of paragraphs (A) through (F) above in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts and Regulations and directives issued pursuant thereto. The contractor will take action with respect to any subcontract or procurement as the City or the Washington State Department of Transportation may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request the City to enter into any litigation to protect the interests of the City. In addition, the contractor may request the United States to enter into the litigation to protect the interests of the United States. 6. During the performance of this contract, the contractor, for itself, its assignees, and successors in interest agrees to comply with the following non- discrimination statutes and authorities; including but not limited to: Pertinent Non-Discrimination Authorities: i. Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21. ii. The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); iii. Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of sex); iv. Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27; V. The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); vi. Airport and Airway Improvement Act of 1982, (49 USC § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); vii. The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); BNSF Crossing Improvements/Hallock 4 January 12, 2023 Project Number: 23-3028.3 viii. Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131-12189) as implemented by Department of Transportation regulations at 49 C.F.R. parts 37 and 38; ix. The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); X. Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures Non- discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; xi. Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of Limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); xii. Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). xiii. Washington Law Against Discrimination (Ch. 49.60 RCW) 7. The submission of the final invoice for this contract will constitute a reaffirmation that the preceding statements were complied with during the course of the contract's performance. By signing below, I agree to fulfil the five requirements referenced above. By: For: Ln'1 \®c4,j A n- rc-c o Lk-(- Title: Q,rril�2� Date: - 30 - OLO 3 BNSF Crossing Improvements/Hallock 5 January 12, 2023 Project Number: 23-3028.3 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. BNSF Crossing Improvements/Hallock 1 January 12, 2023 Project Number: 23-3028.3 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that aupr'l canko�&�` ' L ��- 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 Railroad Quiet Zone BNSF Railroad Crossing Improvements/Project Number: 23-3028.3 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. BNSF Crossing Improvements/HaIlock 2 3anuary 12, 2023 Project Number: 23-3028.3 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $60)00o.a0 $ SCE o pC,. (10 WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $2,5vu c.a $: v`� WSDOT LUMP SUM Per LS 1010 2-02.5 8,009 Remove Existing Asphalt $ 50 $ Is"S1000,03 KSP 3,100 Concrete Pavement Per SY SQ YDS e7Exrsti-ng-Asph-a - - $— KSP==---SQ YDS - Cuncret-e PLavement-----------— Pe �1�------- 1015 2-02.5 25 Remove Existing Cement $ ii;� c�G $ ,SOS•vCs KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 80 Remove Cement Concrete $ $ 5,(Q c, Z, KSP SQ YDS Sidewalk Per SY 1025 2-02.5 110 Remove Cement Concrete $ $1,(oaa 00 KSP LN FT Curb and Gutter Per LF 1026 2-02.5 700 Remove and Salvage Existing $ %0 .o 0 $ �, 0 KSP LN FT Bolt-Down Curb and Pylons to Per LF the City of Kent 1030 2-02.5 688-980 Remove Cement Concrete $ 15,E 0 $ �-1,�00 _C)c KSP LN FT Extruded Curb Per LF i Removal f T 7 1 .-.d S� S T"C7�C LUMP .OfT r TV�Jf'�f] I BNSF Crossing Improvements/Hallock 3 January 26, 2023 V Project Number: 23-3028.3 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1040 8-09.5 1 Removal of Raised Pavement $L43e Z50 c�0$ L473, 2-50. �v KSP LUMP SUM Markers and Painted and/or per LS Thermoplastic Traffic Markings 1045 8-21.5 1 Removal of Traffic Signs $ 'S, 0o •o0 KSP LUMP SUM Per LS 1050 2-02.5 4,600 Saw Cut Existing Asphalt $ % .O 0 $ L4) -7 So. 0 0 KSP 4,750 Concrete Pavement Per LF LN FT 1055 2-02.5 50 Sawcut Existing Cement $'90�00 $ 1,0or" e)0 KSP LF Concrete Pavement Per LF 1060 2-03.5 50 Roadway Excavation Incl. $ 100.L)-) $'6j 0 oD° 00 WSDOT CU YDS Haul Per CY 1065 2-03.5 10 Unsuitabie Foundation $ 10 D 0 0 $'I ,0 c�� •�,u WSDOT CU YDS Excavation Incl. Haul Per CY 1075 4-03.5 50 Gravel Borrow, Including $ (0'5•Oo $ , `Z 0. v KSP TONS Haul and Compaction Per TON ($2.50 Min) 1080 4-04.5 1,000 Crushed Surfacing Top $ 5Ole, $ toc 000 0c, KSP 2,000 Course, 5/8 Inch Minus Per TON TONS ($6.00 Min} 1985 4-94.5 1,989 GFHshed GHFfaeing Base $ -K-c-�P TPNC' t: 't -ts i ► PA-r=i d -i-r+-} BNSF Crossing Improvements/Ha I lock 4 January 26, 2023 Project Number: 23-3028.3 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1095 5-04.5 740-800 HMA Class 1/2", PG 58V-22 $CIO. oo $ lvo /00V •C)o KSP TONS Per TON 1125 8-14.5 30 Detectable Warning Surface $ �50,0 $ 0 KSP SQ FT Per SF 1140 8-06.5 44-5 415 Cement Concrete Driveway, $ IOC.0 c $ KSP SQ YDS 8 Inch Depth, Reinforced Per SY 1145 8-14.5 330 Cement Concrete Sidewalk $.1 Z.C C $ 2 ,., �` CaC KSP SQ YDS Per SY 1146 8-14.5 59-80 Cement Concrete Sidewalk $ 150•a a $ i 2J 0 0o, 60 KSP SQ YDS with Thickened Edge Per SY 1150 8-14.5 + 8-285 Cement Concrete Non- $I SO,Ll 0 $51,300• 00 KSP SQ YDS Walking Surface Per SY 1190 8-14.5 16 Cement Concrete Sidewalk $Z/000•(-')0' $ 32,0 00. 00 KSP EACH Ramp Type Single Direction A Per EA 1205 8-04.5 &59-605 Cement Concrete Curb and $ -70.00 $ LA-Z, 3`30- 00 KSP LN FT Gutter Per LF 1210 8-04.5 1,150 Yellow Painted Single-Face $ 64,0Ca $ f®L,1oa. 00 KSP LN FT Reinforced Cement Concrete Per LF Traffic Curb 1211 8-04.5 230 Pedestrian Curb $ qo .o o $c'h 2-00. KSP LN FT Per LF BNSF Crossing Improvements/Ha Ilock 5 January 26, 2023 Project Number: 23-3028.3 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1213 8-04.51,450 Yellow Painted Dual-Face $ (oc.o o $ 3, ovc). o0 KSP 1,550 Reinforced Cement Concrete Per LF LN ET Traffic Curb 1215 7-05.5 1 Adjust Existing Sanitary $ 1,0 0o 0 $ i j 0 oo. o o KSP EACH Sewer Cleanout to Finished Per EA Grade 1220 7-05.5 1 Adjust Existing Catch Basin KSP EACH Grate or Curb Inlet Grate to Per EA Finished Grade 1227 7-05.5 -3-22 Adjust Existing Manhole Cover $d, 00- c'`O $ ')'o v0 'o(-) KSP EACH to Finished Grade Per EA 1230 7-12.5 3 Adjust Existing Valve Box Top $ 500.00 $ 1,,5Q0 KSP EACH Section and Lid to Finished Per EA Grade 1241 8-20.5 3 Non-skid Type 1 Junction Box $ 1,00i ,O 0 $ �oD 0. c)v KSP EACH Frame and Cover Per EA 1245 8-13.5 2L-3 Adjusting Existing Monument, $1,ODDD c $ � KSP EACH Case and Cover to Finished Per EA Grade 1255 8-12.5 500 Remove Fence $ 1,5. +i3O $.T1>0 ? KSP LN FT Per LF 1 7SA Q-1 7 5 1 Ar,n Tnctall Nnw FanrP -It 50, 0 0 KSP LN FT Per LF BNSF Crossing Im provements/Ha I lock 6 January 26, 2023 Project Number: 23-3028.3 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1295 8-27.5 10 Handrail $ lO0 -0 0 $ t,000- KSP LN FT Per LF 1315 8-28.5 30 Pothole Utilities $21,5c1, 00 KSP EACH Per EA 1355 1-04.4(1) 1 Minor Changes $25,000* $25,000 WSDOT CALC Per CALC *Common price to all bidders 1505 1-10.5 1,100 Traffic Control Labor $ �� $ �0 O� `"� KSP HOURS Per HR 1510 1-10.5(2) 300 Construction Signs Class A $5-_0 0 $1'45c'0 010 WSDOT SQ FT Per SF 1515 1-10.5 600 Traffic Control Supervisor $ 151.0 0 $ 3 3,000. KSP HOURS Per HR 1520 1-10.5 1 Temporary Traffic Control $3 0ioIX, ,-"0 $ &00. 0Q KSP LUMP SUM Devices Per LS 1525 1-10.5 350 Portable Changeable Message $ 1-iU. 0 O $ 114,000, 00 KSP DAYS Sign (PCMS) Per DAY 1530 1-10.5 8 Type III Barricade $ aSc: 70 $ LA(D®. Do KSP EACH Per EA 1535 1-10.5 100 Sequential Arrow Sign (SAS) $,�,5, o0 $ A, UG Z5 KSP DAYS Per EA DAY BNSF Crossing Improvements/Ha I lock 7 January 26,2023 Project Number: 23-3028.3 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1540 8-21.5 1 Permanent Signing $i-12,-750-`'0 $ KSP LUMP SUM Per LS 1541 8-21.5 14 Solar Powered LED "Do $3;'5-7z'L)3 $ 5L)j00'&- C)0 KSP EACH Not Stop On Tracks" Sign Per EA 1548 8-23.5 5,000 Temporary Pavement Marking $ t , 0 C, $ cj, 0'a • 0 c., WSDOT LN FT - Short Duration Per LF 1559 8-10.5 16 Flexible Post $ 1-1 L'0 $ 0 KSP EACH Per EA 1561 8-10.5 50 Plastic Curb $ 150, 00 $`l"Soo, 0 c) KSP LN FT Per LF 1560 8-10.5 33 Traffic Pylon $QCa< o Z�, $ ("'i(000,0 0 KSP EACH Per EA 1570 8-09.5 1 Raised Pavement Marker $,)"50LI•0 v $d,S 00,0 0 WSDOT HUNDRED Type 2 Per HUND 1585 8-22.5 2-,-3-G9 Single Solid Plastic Edge Line $ $ WJ 6-1`'• 0 0 KSP 2,350 Per LF LN FT 58r- O -)1) C rnn r,i ..�:, r�:..,.,,....i Line ., G di(� " �j (%' G L' C"U KSP LN FT Per LF 1595 8-22.5 34.5-350 Profiled Plastic Double Yellow $,20• C V 000. D I-) KSP LN FT Center Line Per LF BN5F Crossing Improvements/Ha I lock 8 January 26, 2023 Project Number: 23-3028.3 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1605 8-22.5 1,15() Profiled Plastic Skip Lane Line $ $ 57� KSP 1,050 Per LF LN FT 1615 8-22.5 140 Plastic Crosswalk Line $ d�g_o L' $ 3,S�u vJ WSDOT SQ FT Per SF 1625 8-22.5 300 Plastic Stop Line $ 20gc"C) $ gJZ'°o WSDOT LN FT Per LF 1630 8-22.5 20 Plastic Traffic Arrow $ ►Z .c,) $ 2, �500 WSDOT EACH Per EA 1635 8-22.5 4 Plastic Traffic Letter $ C)0O-oo $ 00. WSDOT EACH Per EA 1665 8-22.5 20 Plastic Railroad Crossing $ 1- ' � $ `'D WSDOT EACH Symbol Per EA 1700 8-01.5(2) 35 Inlet Protection $ Liu,c' $ KSP EACH Per EA 1740 1-07.15(1) 1 SPCC Plan WSDOT LUMP SUM Per-LF--LS 1750 8-01.5 120 Street Cleaning $ ("o 0 L, $ 1, 7-00• a L WSDOT HOURS Per HR BNSF Crossing Improvements/Hal lock 9 January 26, 2023 Project Number: 23-3028.3 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT () P-sum Pef-L-F 1A/ 1755 8-01.5 1 Erosion/Water Pollution $1,500* $1,500 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 1830 8-01.5(2) 200 Hand Seeding $ ,, C 0 $ Lkoo` oo KSP SQ YDS Per SY 1835 8-02.5 50 Topsoil Type A $ 1150•V 0 $ -7,%0 o°00 KSP CU YDS Per CY Schedule I Total $ BNSF Crossing Improvements/Hallock 10 January 26,2023 Project Number: 23-3028.3 SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder: W bCL Cl)r y�(—C, ys, ��- Project Name: 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project Number: 23-3028.3 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: �►�t I 'A Plumbing Subcontractor Name: N I ;A Electrical Subcontractor Name: O/ A Signature of der Date BNSF Crossing Improvements/Hallock 10 January 12, 2023 Project Number: 23-3028.3 SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder: �'1�" �� C'1)nWkC�0V-_' . LLL Project Name: 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project Number: 23-3028.3 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: L-NN, yak Rebar Installation Subcontractor Name: (n iti:lpr;.0 L�rtik�r��-t� y L 1-� l i - ?® _ �?5 Signature of Bi r Date BNSF Crossing Improvements/Hallock 11 January 12, 2023 Project Number: 23-3028.3 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. BNSF Crossing Improvements/Hallock 12 January 12, 2023 Project Number: 23-3028.3 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: L1pGc� � ���'� -% NAME: OrNG,(��S '� r1 �- ADDRESS: PRINCIPAL OFFICE: ADDRESS: AcJe-- A) -*63 PHONE: , FAX: 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 BNSF Crossing Improvements/Ha Ilock 13 January 12, 2023 Project Number: 23-3028.3 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? 2.2 How many years has your organization been in business under its present business name? Itc, 2uvs 2.2.1 Under what other or former names has your organization operated? t3 i A 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation. 2.3.2 State of incorporation: 2.3.3 President's name: 2.3.4 Vice-president's name(s): 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 0 CA— 'Z,3; 2-00 cry 2.4.2 Type of partnership (if applicable): L-L.L 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: BNSF Crossing Improvements/Ha Ilock 14 January 12, 2023 Project Number: 23-3028.3 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. b},\5�-r-ucki DV1 ,ks"6+0r C e� -- L-Verve-C, . - L 1.,03 PC t_ci 4C)p 3 3.2 List jurisdictions in which your organization's partnership or trade name is filed. ln7 tp�t n� -�n �wl 4. EXPERIENCE ee t 4.1 List the categories of work that your organization normally performs with its own forces. 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? 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? 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.) 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. 4.4.1 State total worth of work in progress and under contract: 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 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. BNSF Crossing Improvements/HaIlock 15 January 12, 2023 Project Number: 23-3028.3 5. REFERENCES co, �?� 3'6 1 - Jet Z(P o c� -3 2,S61 1c'tii)w 5.1 Trade References: V,�Vv-y 5.2 Bank References: )c,rNK- 5.3 S u rety: 5.3.1 Name of bonding company: i,) ctla Dn`d`' " -e 5.3.2 Name and address of agent: tj�,��,�'� w+Z. t000 �,w 3c14-�- 6}. `J`GL'— — 2.0 6. FINANCING (mac.- ��, W A Cli503� 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? BNSF Crossing Improvements/HaIlock 16 January 12, 2023 Project Number: 23-3028.3 7. SIGNATURE 7.1 Dated at this �� day of C , 2023. Name of Organization: 6A1W�uv�,1 By: Title: 7.2 (°��cr��e� < `�� , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and s orn befor meAhis �� day of c<n • , 2023. Notary Publi My Commissi n Expires: Mt(-- ZS; Z� 7.S ,����•\'�PRY Pue`' O Commission Number �► 150562 _C/) Jessica Ann Scates Z= ='-4 fly Appointment Expires %yam 12/25/2025 //Ol I0 1rjyj 00'\�\\\\\ BNSF Crossing Improvements/Hallock 17 January 12, 2023 Project Number: 23-3028.3 GLOBAL CONTRACTORS LLC https:#secure.Ini.wa.gov/verify/Details/habihtyCertiftcate.aspx?UBI... STALE Or WASHINGTON Department of Labor&Industries Certificate of Workers' Compensation Coverage January 26,2023 WA UBI No. 602 661 932 L&I Account ID 859,766-02 Legal Business Name GLOBAL CONTRACTORS LLC Doing Business As GLOBAL CONTRACTORS Workers'Comp Premium Status: Account is current. Estimated Workers Reported Quarter 4 of Year 2022"4 to 6 Workers" (See Description Below) Account Representative Employer Services Help Line,(360)902-4817 Licensed Contractor? Yes License No. GLOBACL940P3 License Expiration 10/25/2024 What does'Estimated Workers Reported'mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter.A single 480 hour position may be filled by one person,or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed,and are liable for premiums found later to be due.Industrial insurance accounts have no policy periods,cancellation dates,limitations of coverage or waiver of subrogation(See RCW 51.12.050 and 5 Ell6.190). I of 1 1/26/2023, 11:28 AM r � BUSINESS LICENSE i STATE OF NNIASHINGTON Issue Date: Sep 09, 2022 II Unified Business ID#: 602661932 i Limited Liability Company . Business ID#: 001 Location: 0001 GLOBAL CONTRACTORS, LLC Expires: Oct 31, 2023 9704 304TH ST E ' GRAHAM WA 98338-9726 UNEMPLOYMENT INSURANCE-ACTIVE INDUSTRIAL INSURANCE-ACTIVE j TAX REGISTRATION -ACTIVE CITY ENDORSEMENTS: PUYALLUP GENERAL BUSINESS- NON-RESIDENT-ACTIVE ' OLYMPIA GENERAL BUSINESS- NON-RESIDENT#17601 -ACTIVE LICENSING RESTRICTIONS: Not licensed to hire minors without a Minor Work Permit. REGISTERED TRADE NAMES: '! CONCRETEMAN �1 GLOBAL CONTRACTORS F t GLOBAL CONTRACTORS, LLC 3 GLOBAL CONTRACTORS, LLC DBA CONCRETEMAN r � 1 This document lists the registrations,endorsements, and licenses authorized for the business G� named above.By accepting this document,the licensee certifies the information on the application VJ was complete,true,and accurate to the best of his or her knowledge,and that business will be conducted in compliance with all applicable Washington state,county,and city regulations. n r E:;,ftl =i t,on� r tt,',•aa,i UBI: 602661932 001 0001 STATE OF WASH1NGTt)N Expires: Oct 31, 2023 GLOBAL CONTRACTORS, LLC UNEMPLOYMENT INSURANCE- ' 9704 304TH ST E ACTIVE GRAHAM WA 98338-9726 INDUSTRIAL INSURANCE-ACTIVE TAX REGISTRATION-ACTIVE PUYALLUP GENERAL BUSINESS- NON-RESIDENT-ACTIVE OLYMPIA GENERAL BUSINESS- NON-RESIDENT#17601 -ACTIVE Oiririnr flrrarlmr of Rrvrnnr Department of Labor and Industries PO Box 44450 GLOBAL CONTRACTORS LLC Olympia, WA 98504-4450 Reg: CC GLOBACL94OP3 UBI: 602-661-93 2 Registered as provided by Law as: Construction Contractor 35 (CCO1) - GENERAL GLOBAL CONTRACTORS LLC Effective Date. 10/23/2006 127 MASHELL AVE N. PMB #53 Expiration Date: 10/25/2024 EATONVILLE WA 98328 GLOBAL CONTRACTORS LLC https:Hsecure.Ini.wa.gov/verify/detail.aspx?UBI=602661932&LIC... �7«a�or&,-,.�. �,or Lbor IndustrieMs(Lttps:/11ni.wa.gov Contractors Back Collapse Print GLOBAL CONTRACTORS LLC Owner or tradesperson 127 Mashell Ave N.PMB#53 Principals EATONVILLE,WA 98328 FAIN,DENISE L,PARTNER/MEMBER 253-255.8154 PIERCE County FAIN,CHARLES J III,PARTNER/MEMBER FAIN,DENISE L,AGENT Doing business as GLOBAL CONTRACTORS LLC WA UBI No. Business type 602 661 932 Limited Liability Company Governing persons DENISE L FAIN CHARLES J J FAIN III; 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. GLOBACL940P3 Effective—expiration 10/23/2006-10/25/2024 Bond Lexon Insurance Company $12,000.00 Bond account no. 9800641 Received by L&I Effective date 10/29/2009 10/23/2009 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS53463610 Received by L&I Effective date 02/18/2022 03/01/2016 Expiration date 03/01/2023 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 17-2-13649.8 Open Complaint filed by Complaint against bond(s)or savings PUGET SOUND TRAFFIC CONTROL LLC 9800641 Complaint date Complaint amount 12/07/2017 $105,006.78 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. 1 of 2 1/26/2023, 11:04 AM GLOBAL CONTRACTORS LLC littps://secure.lni.wa.gov/verify/detail.aspx?UBI=602661932&LIC... Certifications&Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent No active Washington registered apprentices exist for this business.Washington allows the use of apprentices registered with Oregon or Montana.Contact the Oregon Bureau of Labor&Industries or Montana Department of Labor &Industry to verify if this business has apprentices. Workers' Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 859,766-02 Doing business as GLOBAL CONTRACTORS Estimated workers reported Quarter 4 of Year 2022"4 to 6 Workers" L&I account contact T01 DAVID PRYOR(360)902-5617-Email:PRYD235@lni.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. No inspections during the previous 6 year period. 2 of 2 1/26/2023, 11:04 AM Washl"State Depament of Mail i .4 Denise Labora f �� intent&Affidavit Required Training Manage PWIA Access view Profile Contact Us Welcome Jessica Scates with Global Contractors LLC UBI. 602 661 432 License. GLOBACL44CiP3 Company Status: been-lpt from this trainin view User Status i Your company doesn't need to complete this training.You are welcome to still view these modules at any time to learn more about prevailing 11 wage and public works projects. Learn more about this training requirement. Status.- Not Started Duration: 30 minutes Description:introduces you to the Public Works Act,who the major parties are on public works projects,and the Module r different types of work that will require prevailing wages. = Status: Not Started Duration: 40 minutes Description: Focuses on the criteria you will to identify the correct prevailing wage rates, how to look up the wage Module rates,and what you need to know about usual benefits and overtime. f j Status: Not Started , Duration: 20 minutes i„ Description_Focuses on the verification requirements, the responsible bidder criteria, and how you can verify a Module contractor is responsible under the law. "Rwill ' a j 5tatus: Not Started l Duration: 25 minutes Description: Focuses on contract requirements,what you need to know about filing the Statement of Intent to Pay Module 4 ZE� Prevailing Wages,as well as certified payroll reports. f Status- Not Started Duration: 25 minutes Description: Focuses on the Affidavit of wages Paid, complaints and compliance investigations,and the project Module S closeout process including the release of retainage. €,ftshington State Dept.of Labor$Industries.Use of this site is subject to the laws of the state of Washington. Ac*m e Access Agreement Privacy&Security Statement Intended Use;External Content Policy Staff Only a :.t � Global Contractors, LLC. City of Kent Project: 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project#23-3028.3 Supplemental Criteria—Bidder Responsibility Signed Statements 1. Required Responsibility Criteria 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). Signature: Name: C\,611V V, , '!s— Title: YXNemi -f Date: I — 230 "'7() - 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 li 4,1ted or gen al j i9diction. Signature: Name: liS �7c ,-1 Title: NY\e g-\ //(- Date: 127 Mashell Ave N#53 Eatonville, WA 98328 Office 253.255.8154 Global Contractors, LLC. City of Kent Project: 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project#23-3028.3 Supplemental Criteria—Bidder Responsibility 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. • Excavation • Traffic Control • All forms of concrete work: curb & gutters, sidewalks, ADA ramps, driveways, panels, pervious concrete etc • Minor Landscaping • Adjusting& Installing Man Holes • Dump Truck Hauling 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. • Project Name: Sidewalk Replacement, Westend Owner: City of Tacoma Engineer: Neal Sartain Amount: $221,687.00 Percent Complete: 10% 127 Mashell Ave N#53 Eatonville, WA 98328 Office 253.255.8154 Global Contractors, LLC• Scheduled Completion Date: March 2023 • Project Name: 56"' St& Cirque Dr Corridor Phase 2 Owner: City of Tacoma Engineer: Mark Henry Amount: $5,924,316.45 Percent Complete: 95% Scheduled Completion Date: Spring of 2023 (Waiting on electrical supplies and pavement markings) • Project Name: I-5 / 56t" St Interchange ADA Compliance Owner: City of Tacoma Engineer: Toney Mathison Amount: $1,052,508.40 Percent Complete: 98% Scheduled Completion Date: Spring of 2023 (Permanent Pavement Markings Only) 4.4.1 State total worth of work in progress and under contract: $7,198,511.85 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. • Project Name: Streets Initiative Package # 11 Owner: City of Tacoma Engineer: Mike Slade Amount: $2,444,051.74 Completion Date: July 2019 Percent Complete by Global: 98% • Project Name: Tukwila International Bus Loop Owner: Sound Transit Engineer: Jordan Hanks Amount: $1,003,966.85 Completion Date: Oct 2019 Percent Complete by Global: 94% • Project Name: 5th St NW & W Main Ave Intersection Improvements Owner: City of Puyallup Engineer: Drew Young Amount: $604,458.42 Completion Date: April 2020 Percent Complete by Global: 60% 127 Mashell Ave N#53 Eatonville, WA 98328 Office 253.255.8154 Global Contractors, LLC. • Project Name: Streets Initiative Package #26 Owner: City of Tacoma Engineer: Mark Henry Amount: $3,291,258.22 Completion Date: July 2021 Percent Complete by Global: 98% • Project Name: S 19"' Signal & Crosswalk Improvements Owner: City of Tacoma Engineer: Toney Mathison Amount: $510,772.89 Completion Date: Nov. 2021 Percent Complete by Global: 45% • Project Name: NIM Crossing Panel Replacement Owner: Port of Tacoma Engineer: Kyle Smith Amount: $405,000.00 Completion Date: Dec 2022 Percent Complete by Global: 52% • Project Name: Historic District Sidewalk Pedestrian Improvements Owner: Town of Wilkeson Engineer: Daniel Clark Amount: $250,395.50 Completion Date: Jan 2023 Percent Complete by Global: 97% 4.5.1 State average annual amount of construction work performed during the past five years: Average annual construction income over the past 5 years $3,833,285.86 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. • Charles Fain III—Project Manager(see attached resume) • Corey Viggue— Superintendent (see attached resume) • Jessica Scates— Office Manager(see attached resume) 4.7 On a separate sheet, list your major equipment. • See attached equipment sheet 127 Mashell Ave N#53 Eatonville, WA 98328 Office 253.255.8154 9704 30411 St E,Graham,WA 98338 a 253-606-9497•chuck@globalgci.com Charles J. Fain III Objective: General Manager/Estimator for Global Contractors LLC. October 2006-Present Global Contractors,LLC Graham,WA Project Manager/Estimator Multi job management Excellent leadership skills Multiple projects estimated over the last 16 years Excellent communication skills Great teamwork skills Experienced in hiring quality employees Reading Prints Finding quality suppliers Interviewing experience Adhering to timelines Adhering to budgets Follow up on all employees daily Sticking to project deadlines Lead team meetings Hiring quality employees Fix any uprising complications Finding excellent performing subcontractors Job walks with Owners/Managers of projects Job walks with subcontractors Putting estimates into RS Means and WinEstimator Creating schedules using Microsoft Project Creating safety plans March 1999-October 2006 Concreteman,Inc. Graham,WA 253-606-9497•chuck@globalcontractorsllc.com Charles J. Fain III Project Manager/Estimator Follow up on all employees and projects Sticking to project deadlines Lead team meetings Prevent and handle customer complaints Interviewing all applicants Hiring quality employees Estimating all projects Reading prints Applying company with applicable Unions Ordering supplies Creating company safety plan Communication with job superintendents Satisfying all owners of all projects Hiring subcontractors Education 1982-1985 Rogers High School Puyallup,WA ■ High School Diploma References Ken Nutt Outside Sales Valley Ssupply 253-881-1671 knutfi@valleysup 1 ,.coin Toney Mathison City of Tacoma Public Works Engineering Construction Manager Office: (253)591-5519 Mobile: (253)377-3082 2213 171"St E.Tacoma.WA 98443.253-606-3394•corey@globalgci.eoni ( rev Viggue Olnjecfive Project Superintendent/Estimator for Global Contractors,LLC 1Csperienee January 2009-Present Global Contractors,LLC Puyallup,WA Project Manager/Estimator ■ Multi job management ■ Experience in working with and overseeing multiple subcontractors ■ Excellent leadership skills ■ Creation of bids using RS Means building construction training • Creative problem solving abilities ■ Following up with Supernntendents daily ■ Communicate with owner/managers on each project ■ Constant reports of progress to general manager ■ Adheres strictly to job schedule ■ Implement all safety rules ■ All job walks s with owners and possible subcontractors June 2002-January 2009 Concreteman,Inc. Graham.WA Project Manager/Estimator ■ Multi job management ■ Excellent cominu nication slaps ■ 10 Hour OSHA Certificate&First Aid Card ■ Experience in working with and overseeing multiple subcontractors ■ Budget Management skills ■ Creation of bids using RS Means building construction training ■ Creative problem solving abilities -33-606-3394-corevr4,alobal con tractorslIc.corn :prey Viggue holloNvII12 up with Superintendents daily Commimicate with owner/managers on each project Constant reports of progress to general manager Adheres stricth to job schedule, Implement all safety piles a Seeking out excellent subcontractors All job walks with owners and possible subcontractors Ed u cati on 1999-2002 Spanaway Lake High School Spanaway,WA N high School Diplopia References Toner Mathison CAN,of Tacoma Public Works Engineering Construction Manaser Office: (253)591-5519 Mobile: ("253)377-30182 tatiison%&cityoftacoma.org Chad Norman City-Of Tacoma Public Works Engineering City Inspector Mobile: (253)606-5470 cnormaur vcitvoftacoma.org Jessica Scates 1315 390t" St S, Roy, WA 98580 / 253-318-7800 / seahawkjess77@gmail.com SUMMARY: Highly dependable, loyal, punctual professional with 22 years of construction administrative experience known for ability to learn quickly, interact well with others but also work successfully individually & a self starter. Excels in challenging environments & effectively manages multiple tasks. SKILLS PROFILE: • Computer literate in QuickBooks, Microsoft Office, Word, Excel, Access & PowerPoint • Accounts Payable & Receivable • Excellent attendance record • Type 40-50 WPM with good accuracy • OSHA 10 hour training class • Notary Public, WA State • Office Management EXPIERNCE: Construction Office/Project Manager Global Contractors LLC: Puyallup, WA September 2010-Present Supervisor/Owner: Denise Fain 253-225-4571 &Chuck Fain 253-606-9497 -Accounts Payable/Receivable -File L&I Intents &Affidavits -Request Bid Bonds -Invoicing &Creating Estimates -Managed multiple ongoing projects -Review Spec's for Projects -Bank Deposits & Reconcile Accounts -Track & Maintain Sub Contractor Agreements -Lien Releases & Certified Payroll -Order all office supplies -Review Bidding Documents Underground Construction Coordinator Prince Telecom: Tacoma, WA March 2005-Janurary 2010 Supervisor: Ryan Wilkerson 253-891-2856 -Dispatched & Scheduled work for 5 construction crews -Solved customer complaints & crews issues in the field -Transformed a disorganized, inefficient office into a smooth running operation by redesigning the layout -Submitted &filed for city and county utility right of way permits -Provided high quality customer service to Comcast &their customers -Entered new work orders into Microsoft Access -Data entry into Comcast Cable Drop Tracking database daily Construction Office Manager & Disoatch Tyler Communications: Tacoma, WA July 2000-March 2005 Supervisor/Owner: Terry Tyler 253-983-9992 -Tracked employee's timecards using Lathem Pay Clock EZ -Quick Book's Pro 2002: Payroll for 30 employee's, calculating 941 payroll taxes, creating estimates & invoices -Accounts Payable & Receivable -Daily use of Thomas guide & Roadrunner map's including locating township, range §ion -Informed customers &Comcast Cable daily of status of work orders -Ordered office supplies Education: Challenger High School, Spanaway WA High School Diploma in 1998 Ashford University, San Diego, CA Associates Degree 2016 References: Available on request !�con _ tA co _ coI m J Ln I N O� I{ O� co . O Q 11 Cl u m O. e� o a ul O 1 a N' Li0 O O 00 dl �; (n Oi CL O Ln V)'Ln Ln Ln 1(n, 0, 01010 OID! O C04 h Ql N N N' N N I N 0 O' O' OO O OIO O O +N N N N N N N N N N fnLn r i 001 X; N I N o U �1 L, fN C7 00 1cc 00 i cr aj c i� K 3 m,Q U '' 4M-! L I u Ln Ln v O O O t!l mm Hm 00 3 Idl -1 O L v Ca i~ LPL L.L..LLL cc C. UIU ' U Y � , UI j LLL LL'; O O LnLtl Ln i I � a � LL LL' f �i � AIL = = N u u; � d aU 0� o cu �! ° E EL Q. Ln > > c' � X u! U U U Ln Ll.I W to W W BIDDER RESPONSIBILITY CRITERIA Statement that Bidder Has Not Been Disqualified This statement is required by state law (RCW 39.04.350(1)(d)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (January 31, 2023), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). _261 ADn L� Bidder's B4iness N m Signature o thorized Official* Lvv"r it'5 �A - Printed Name m e�'rYl b&c Title l - Ao =2,0 Z3 ��raka eyX tJ 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. BNSF Crossing Improvements/Hallock 18 January 12, 2023 Project Number: 23-3028.3 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (January 31, 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. Bidder's usiness e Signature Authorized Official* Printed Name Mo mbe ,— Title 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. BNSF Crossing Improvements/HaIlock 19 January 12, 2023 Project Number: 23-3028.3 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 sixty (60) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s , to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: ` �� n1Jb DA, aL NAME BIDDER Signature 2foKuthorrzed Representative C�ACA.eVe,& L o maaNb (Print Name and Title) r?-A Yn K.(&k1 Address C44`avv u'L l le', BNSF Crossing Improvements/Hallock 20 January 12, 2023 Project Number: 23-3028.3 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Global Contractors,LLC , as Principal, and Nationwide Mutual Insurance Company , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent of Amount Bid--05%-- 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 Railroad Quiet Zone BNSF Railroad Crossing Improvements/Project Number: 23-3028.3 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 26th DAY OF January 2023. PRINCIP Global Contractors,LLC SURETY Nationwide Mutual Insurance Company Jennifer D.Lutz,Attorney-in-Fact 20 Received return of deposit in the sum of $ BNSF Crossing Improvements/Hallock 21 January 12, 2023 Project Number: 23-3028.3 Pourer of Attorney KNOW ALL MEN BY THESE PRESENTS THAT: Nationwide Mutual Insurance Company,an Ohio corporation hereinafter referred to severally as the"Company"and collectively as"the Companies'does hereby make,constitute and appoint: CARMEN R MEYERS;JENNIFER D LUTZ:KAREN PADILLA:KRISTIN'T JACKSON;NICOLE C SIEGFRIED;REBECCA L ARMFIELD; each in their individual capacity,its true and lawful attomey-in-fact,with full power and authority to sign,seal,and execute on its behalf any and all bonds and undertakings,and other obligatory instruments of similar nature,in penalties not exceeding the sum of �.aitLINUT D and to bind the Company thereby,as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Company;and all acts of said Attorney pursuant to the authority given are hereby ratified and confirmed. This power of attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the board of directors of the Company: 'RESOLVED,that the president,or any vice president be,and each hereby is,authorized and empowered to appoint attorneys-in-fact of the Company, and to authorize them to execute and deliver on behalf of the Company any and all bonds,forms,applications,memorandums,undertakings, recognizances,transfers,contracts of indemnity,policies,contracts guaranteeing the fidelity of persons holding positions of public or private trust,and other writings obligatory in nature that the business of the Company may require;and to modify or revoke,with or without cause,any such appointment or authority;provided,however,that the authority granted hereby shall in no way limit the authority of other duly authorized agents to sign and countersign any of said documents on behalf of the Company' "RESOLVED FURTHER,that such attomeys-in-fact shall have full power and authority to execute and deliver any and all such documents and to bind the Company subject to the terms and limitations of the power of attorney issued to them,and to affix the seal of the Company thereto;provided,however,that said seal shall not be necessary for the validity of any such documents This power of attorney is signed and sealed under and by the following bylaws duly adopted by the board of directors of the Company. Execution of Instruments.Any vice president,any assistant secretary or any assistant treasurer shall have the power and authority to sign or attest all approved documents,instruments,contracts,or other papers in connection with the operation of the business of the company in addition to the chairman of the board,the chief executive officer,president,treasurer or secretary;provided,however,the signature of any of them may be printed,engraved,or stamped on any approved document,contract,instrument,or other papers of the Company. IN WITNESS WHEREOF,the Company has caused this instrument to be sealed and duly attested by the signature of its officer the 20th day of August,2021. Antonio C.Albanese,Vice President of Nationwide Mutual Insurance Company ACKNOWLEDGMENT STATE OF NEW YORK COUNTY OF NEW YORK:ss On this 20th day of August,2021,before me came the above-named officer for the Company aforesaid,to me personally known to be the officer described in and who executed the preceding 0 :SE instrument,and he acknowledged the execution of the same,and being by me duly / sworn,deposes and says,that he is the officer of the Company aforesaid,that the seal affixed hereto is the corporate seal of said Company,and the said corporate seal and his signature were \�1 duly affixed and subscribed to said instrument by the authority and direction of said Company. Stephanie Rubino McArthur '�{(,f�/jC C J[t, ,�,�t,�+ � ,&&- Notary Public,State of New York ,f�f V Q/teN►e No.02MC6270117 Qualified in New York County Notary Public Commission Expires October 19 2024 My commission Expires October 19,2024 CERTIFICATE I,Laura B.Guy,Assistant Secretary of the Company,do hereby certify that the foregoing is a full,true and correct copy of the original power of attorney issued by the Company;that the resolution included therein is a true and correct transcript from the minutes of the meetings of the boards of directors and the same has not been revoked or amended in any manner;that said Antonio C.Albanese was on the date of the execution of the foregoing power of attorney the duly elected officer of the Company,and the corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority of said board of directors;and the foregoing power of attorney is still in full force and effect. IN WITNESS WHEREOF,I have hereunto subscribed my name as Assistant Secretary,and affixed the corporate seal of said Company this 26th day of January 2023 Assistant Secretary BDJ 1(08-21)00 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 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project Number: 23-3028.3 NAME OF PROJECT NAME OF BIDDER'S FIRM V SIGNATURE UTH RIZED REPRESENTATIVE OF BIDDER BNSF Crossing Improvements/Hallock 22 January 12, 2023 Project Number: 23-3028.3 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 NUMBERJInsert Name of Original Contract & Project #, if applicablel ORIGINAL CONTRACT DATE: [Insert Date Original Contract was Sionedl This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section 1 of the Contract is hereby modified to revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section 1 of the Contract are also modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ BNSF Crossing Improvements/Hallock 23 January 12, 2023 Project Number: 23-3028.3 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) 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 BNSF Crossing Improvements/HaIlock 24 January 12, 2023 Project Number: 23-3028.3 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: / Bid Document Cover Sheet filled out with Bidder's Name ....................E / Order of Contents.................................................................................J's Invitationto Bid................................................................................... ContractorCompliance Statement........................................................C� Date............................................................................................17° Have/have not participated acknowledgment............................. Signatureand address ................................................................ Declaration - City of Kent Non-Discrimination Policy...........................C�' Dateand signature .....................................................................❑ Administrative Policy ........................................................................... Proposal...............................................................................................C First line of proposal - filled in ................................................... / Unitprices are correct ............................................................... Minimumbid prices are correct...................................................C / Subcontractor List (contracts over $1M - HVAC, Plumbing, &Electrical)............Can Subcontractorslisted properly.................................................... Signature.................................................................................... Subcontractor List (contracts over $1M - Structural Steel & Rebar Installation)- Subcontractorslisted properly.................................................... Dateand signature .....................................................................®' Contractor's Qualification Statement ...................................................Eg/ Completeand notarized .............................................................. Statement that Bidder Has Not Been Disqualified ................................ � Certification of Compliance with Wage Payment Statutes.... .........C '� ProposalSignature Page............................................................. AllAddenda acknowledged ........................................................: Date, signature and address ...................................................... BidBond Form ..................................................................................... Signature, sealed and dated ....................................................... Powerof Attorney.......................................................................p' (Amount of bid bond shall equal 5% of the total bid amount) / CombinedDeclaration Form.................................................................�// Signature...................................................................................: ChangeOrder Form (Example).............................................................L�1 Bidder's Checklist ................................................................................ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. 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. BNSF Crossing Improvements/Ha[lock 25 3anuary 12, 2023 Project Number: 23-3028.3 e , PUBLIC WORKS DEPARTMENT Chad Bieren, P.E. Director 400 West Gowe Kent, WA 98032 K1IN T Fax: 253-856-6500 WASHINGTON PHONE: 253-$56-5500 CITY OF KENT KING COUNTY, WASHINGTON 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements Project Number: 23-3028.3 ADDENDUM No. 1 January 26, 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 Invitation to Bid — third page of bidder's document REVISE the first paragraph as follows: Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through January 31, 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: RENUMBER page numbers from City of Kent Administrative Policy to Bidder's Checklist from 1 --25 to 6 - 30. The following changes are included in the attached replacement pages S - 14 of the Bidder's Document. Bidders must use the replacement pages. i i i i I i � 1 s i i SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1010 2-02.5 3,000 Remove Existing Asphalt $ $ KSP 3,100 Concrete Pavement Per SY SQ YDS 1030 2-02.5 658-980 Remove Cement Concrete $ $ KSP LN FT Extruded Curb Per LF K-SP t44�H P4 1050 2-02.5 4,500 Saw Cut Existing Asphalt $ $ KSP 4,750 Concrete Pavement Per LF LN FT 1055 2-02.5 50 Sawcut Existing Cement $ $ KSP LF Concrete Pavement Per LP 1080 4-04.5 1,000 Crushed Surfacing Top $ $ KSP 2,000 Course, 5/8 Inch Minus Per TON TONS ($6.00 Mini I 8$S 4-04.5 +-,888 Crushed SuFfacing Base -$ $ KJP TONS GeWse, ineh Minusi�¢a.�Tv�gN 1095 5-04.5 7-60-800 HMA Class 1/2", PG 58V-22 $ $ KSP TONS Per TON 1140 8-06.5 14-T415 Cement Concrete Driveway, $ $ KSP SQ YDS 8 Inch Depth, Reinforced Per SY 2 1145 8-14.5 4-57 330 Cement Concrete Sidewalk $ $ KSP SQ YDS Per SY 1146 8-14.5 5-9--80 Cement Concrete Sidewalk $ $ KSP SQ YDS with Thickened Edge Per SY 1150 8-14.5 44A-285 Cement Concrete Non- $ $ KSP SQ YDS Walking Surface Per SY 1205 8-04.5 -605 Cement Concrete Curb and $ $ KSP LN FT Gutter Per LF 1213 8-04.5 1,550 Yellow Painted Dual-Face $ $ KSP 1,450 Reinforced Cement Concrete Per LF LN FT Traffic Curb 1227 7-05.5 3--2 Adjust Existing Manhole Cover $ $ KSP EACH to Finished Grade Per EA 1245 8-13.5 -2--3 Adjusting Existing Monument, $ $ KSP EACH Case and Cover to Finished Per EA Grade 1535 1-10.5 100 Sequential Arrow Sign (SAS) $ $ KSP DAY Per-EA DAY 1541 8-21.5 14 Solar-Powered LED `Do Not $ $ KSP EACH Stop On Tracks' Sign Per EA 1559 8-10.5 16 Flexible Post $ $ KSP EACH Per EA 3 1561 8-10.5 50 Plastic Curb $ $ KSP LN FT Per LF 1585 8-22.5 2,3()o Single Solid Plastic Edge Line $ $ KSP 2,350 Per LF LN FT 1595 8-22.5 345-350 Profiled Plastic Double Yellow $ $ KSP LN FT Center Line Per LF 1605 8-22.5 i fT S-5V Profiled Plastic Skip Lane Line $ $ KSP 1,050 Per LF LN FT 1740 1- 1 SPCC Plan $ $ 07.15(1) LUMP SUM Per �.^ LS WSDOT 1760 1- 4- SPGC-44cm WSDO IR - iiJENT SPECIAL PROVISIONS Page 2-4 - Section 2-02.5 - Payment REVISE the eleventh paragraph as follows: The unit price contract price per lineal foot for "Save Cut Existing Asphalt Concrete Pavement" and ""Saw_Cut_IExis Jng Cement Concrete Pavement" constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 6 inches in accordance with the plans and specifications. Page 5-12 - Section 5-04.3(C) - Pavement Repairs Replace the entire section with the following: The Contractor shall plane pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. Approximate locations of pavement repair areas are shown on the plans to aid in quantity estimating. Contractor shall notify the Engineer 7 calendar days in advance of pavement repair activities to allow the Engineer time to mark the repair areas in the field. The Contractor shall remove the marked pavement areas 4 to the depth specified in the plans or as directed by the Engineer using a pavement grinder. The Contractor shall protect the pavement that is to remain. Delamination or raveling of the underlying pavement will not be construed as damage due to the Contractor's operations. Pavement outside the pavement repair areas shown in the plan or designated by the Engineer 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. Any utility castings in the pavement repair areas shall not be disturbed. The Engineer will make the final determination of the planing depth required. The minimum width of any pavement repair area shall be per Plans. The planings and other debris resulting from planing operation shall become the property of the Contractor and shall be disposed of in accordance with Sections 2-02.3(7)C, or as otherwise allowed by the Contract. 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 2-inch lifts. Each lift shalt be thoroughly compacted by a roller. Page 5-30 - Section 5-04.5 - Payment Revise the second paragraph as follows: The unit contract price per ton for"HMA Cl. '/z" P3 58V-22" shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in the Subsection, excluding Pavement Repair, and which are included in the Proposal. This work shall include the cost to install an asphalt thickened edge and/or the pre-leveling work in the areas identified on the plans. The cost for anti-stripping additive and water shall be included in this bid item. Page 8-9 - Section 8-10 - Guide Posts REPLACE the entire section with the following: 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 BYADDING 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. 5 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. Plastic Curb section shall be (40"x12"x3.5") consisting of yellow curb with two yellow raised pavement markers, and fixed bases. One flexible post shall be installed in each plastic curb section. SECTION 8-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.3 Construction Requirements 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. 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. 6 Plastic curb shall be measured by linear foot along the line of complete plastic curb including the tapered end cap. SECTION B-IO.S 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. The unit contract price per each for "Flexible Post" constitutes complete compensation for all materials, labor, anchors, bolts, tools and equipment necessary for furnish and install the flexible post as shown on the drawings and in accordance with the Kent Special Provisions. The unit contract price per linear foot for "Plastic Curb" constitutes complete compensation for all materials, labor, anchors, bolts, tools and equipment necessary for furnish and install the plastic curb with tapered ends as shown on the drawings and in accordance with the Kent Special Provisions. Page 8-18 — Section 8-21.5 — Payment ADD the following paragraph to the end of the section as follows: The unit contract price per each for "Solar-Powered LED `Do Not Stop On Tracks' Sign" constitutes compensation for all labor, materials, supplies and equipment necessary to install MUTCD section 2A.07 compliant 30"x36" 1118-8 sign with eight (8) 1-1/4" white LED lights, solar cell, and battery as shown on the plans and described in the specifications. III — APPENDICES Appendix 4 — Traffic Control Plans ADD the four additional traffic control plan sheets 19 - 22. IV - PLANS Sheet 11: Median curb extended, Sidewalk added Sheet 13: Sawcut and pavement removal limits extended, Pavement repair area shown Sheet 14: Median curb extended, Pavement repair area shown, Legend added Sheet 16: Driveway added Sheet 17: Sawcut and pavement removal limits extended Sheet 18: Median curb extended, Driveway added 7 Sheet 19: Driveway added Sheet 22: Curb added Sheet 23: Additional curb ramp details added END OF ADDENDUM No. 1 Chad Bieren, P.E. Date Public Works Director Attachments: Proposal pages: 8 - 14 Traffic Control Plans: 19 - 22 Plan Sheets: 8 I 2 Bond No.7901114511 V PAYMENT AND PERFORMANCE BOND KE• T TO CITY OF KENT N KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Global Contractors,LLC as Principal, and Nationwide Mutual Insurance Company a Corporation organized and existing under the laws of the State of Washington, 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 $ 1,448,693.00 , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. 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 Railroad Quiet Zone BNSF Railroad Crossing Improvements/Project Number: 23-3028.3 (which contract is referred to herein and is made a part hereof as though attached hereto), and P 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 ten in that event ths workmanship prov be Idoe d or performed but otherwise itder shall said be and r obligation shallemain infull 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. lj BNSF Crossing Improvements/Hallock 32 January 30. 2023 Project Number: 23-3028-3 i J 1�r■ Global Contractors, LLC TWO WITNESSES: PR 1 NC I PAL ( r principal' ame abo BY: ���. � S TITLE: Mem er DATE: t(o 2'L2 DATE: CORPORATE SEAL: Kristin Jackson PRINT NAME Nationwide Mutual Insurance Company DATE: February 14,2023 SURETY c BY: )o�n]�-7 � CORPORATE SEAL: Jennifer D.Lutz DATE: February 14,2023 TITLE: Attorney-in-Fact ADDRESS: 600 SW 39th Street,Suite 200 Renton,WA 98057 F 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 Who signed the said bond on behalf of the Principal of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. h is t SECRETARY OR ASSISTANT SECRETARY I 1 i 1i E BNSF Crossing Improvements/HaIlock 33 January 30, 2023 Project Number 23-3028.3 Power of Attorney KNOW ALL MEN BY THESE PRESENTS THAT: Nationwide Mutual Insurance Company,an Ohio corporation hereinafter referred to severally as the"Company"and collectively as"the Companies"does hereby make,constitute and appoint: CARMEN R MEYERS:JENNIFER D LUTZ;KAREN PADILLA;KRISTIN T JACKSON:NICOLE C SIEGFRIED;REBECCA L ARMFIELD; each in their individual capacity,its true and lawful attorney-in-fact,with full power and authority to sign,seal,and execute on its behalf any and all bonds and undertakings,and other obligatory instruments of similar nature,in penalties not exceeding the sum of UNLIMITED and to bind the Company thereby,as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Company;and all acts of said Attorney pursuant to the authority given are hereby ratified and confirmed. This power of attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the board of directors of the Company: "RESOLVED,that the president,or any vice president be,and each hereby is,authorized and empowered to appoint attorneys-in-fact of the Company, and to authorize them to execute and deliver on behalf of the Company any and all bonds,forms,applications,memorandums,undertakings, recognizances,transfers,contracts of indemnity,policies,contracts guaranteeing the fidelity of persons holding positions of public or private trust,and other writings obligatory in nature that the business of the Company may require;and to modify or revoke,with or without cause,any such appointment or authority;provided,however,that the authority granted hereby shall in no way limit the authority of other duly authorized agents to sign and countersign any of said documents on behalf of the Company." "RESOLVED FURTHER,that such attorneys-in-fact shall have full power and authority to execute and deliver any and all such documents and to bind the Company subject to the terms and limitations of the power of attorney issued to them,and to affix the seal of the Company thereto;provided,however,that said seal shall not be necessary for the validity of any such documents." This power of attorney is signed and sealed under and by the following bylaws duly adopted by the board of directors of the Company. Execution of Instruments.Any vice president,any assistant secretary or any assistant treasurer shall have the power and authority to sign or attest all approved documents,instruments,contracts,or other papers in connection with the operation of the business of the company in addition to the chairman of the board,the chief executive officer,president,treasurer or secretary;provided,however,the signature of any of them may be printed,engraved,or stamped on any approved document,contract,instrument,or other papers of the Company. IN WITNESS WHEREOF,the Company has caused this instrument to be sealed and duly attested by the signature of its officer the 20th day of August,2021. Antonio C.Albanese,Vice President of Nationwide Mutual Insurance Company ACKNOWLEDGMENT _ STATE OF NEW YORK COUNTY OF NEW YORK:ss }$ f On this 20th day of August,2021,before me came the above-named officer for the Company aforesaid,to me personally known to be the officer described in and who executed the preceding OF V-SEAL:; instrument,and he acknowledged the execution of the same,and being by me duly sworn,deposes and says,that he is the officer of the Company aforesaid,that the seal affixed ._ AF hereto is the corporate seal of said Company,and the said corporate seal and his signature were duly affixed and subscribed to said instrument by the authority and direction of said Company. Stephanie Rubino McArthur A.ti1S.4►• �••K��iTL�.-� Notary Public,State of New York No.02MC6270117 Qualified in New York County Notary Public Commission Ex ires October 19 2024 My Commission Expires October 19,2024 CERTIFICATE I,Laura B.Guy,Assistant Secretary of the Company,do hereby certify that the foregoing is a full,true and correct copy of the original power of attorney issued by the Company;that the resolution included therein is a true and correct transcript from the minutes of the meetings of the boards of directors and the same has not been revoked or amended in any manner;that said Antonio C.Albanese was on the date of the execution of the foregoing power of attorney the duly elected officer of the Company,and the corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority of said board of directors;and the foregoing power of attorney is still in full force and effect. IN WITNESS WHEREOF,I have hereunto subscribed my name as Assistant Secretary,and affixed the corporate seal of said Company this 14th day of February 2023 y��� 8- Glv' ,- VAssistant Secretary BDJ 1(08-21)00 CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ('City"), and 6 bbcl Luc organized under the laws of the State of W C -, a h:V , located and doing business at lZ"l A\4,6b ( PVe-rJ 3 c,,h�yl�Q, l,J� �i�3"Z�Y ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: 2023 Railroad Quiet Zone BNSF Railroad Crossing Improvements/ Project Number: 23-3028.3 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 sixty (60) working days. The term of this Contract shall continue until all work has been completed, Final Acceptance has occurred, and all Contractor obligations have been fulfilled. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. The total contract amount for all Work performed under this Contract, including Washington State Sales Tax, is $1,448,693. 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. BNSF Crossing improvements/HaIlock 34 February 1, 2023 Project Number: 23-3028.3 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4,24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. BNSF Crossing Improvements/HaIlock 35 January 30, 2023 Project Number: 23-3028.3 CITY OF KENT BY. miapt--�DANA , M DATE: 03/27/2023 ATTEST: KIMBERLEY OMOTO, CITY CLERK APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR BY: PRINT NAM !, / TITLE: fe-Mbu( DATE: BNSF Crossing Improvements/HaIlock 36 January 30, 2023 Project Number: 23-3028.3 EXHIBIT A INSURANCE REQUIREMENTS FOR RAILROAD 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. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1. Commercial General Liability This insurance shall contain broad form contractual liability with a combined single limit of a minimum of $2,000,000 each occurrence and an aggregate limit of at least $4,000,000 but in no event less than the amount otherwise carried by the Contractor. Coverage must be purchased on a post 2004 ISO occurrence form or equivalent and include coverage for, but not limit to the following: ♦ Bodily Injury and Property Damage ♦ Personal Injury and Advertising Injury ♦ Fire legal liability ♦ Products and completed operations This policy shall also contain the following endorsements, which shall be indicated on the certificate of insurance: ♦ The definition of insured contract shall be amended to remove any exclusion or other limitation for any work being done within 50 feet of railroad property. ♦ Waver of subrogation in favor of and acceptable to Railway. ♦ Additional insured endorsement in favor of and acceptable to Railway and the City of Kent. ♦ Separation of insureds. ♦ The policy shall be primary and non-contributing with respect to any insurance carried by Railway. It is agreed that the workers' compensation and employers' liability related exclusions in the Commercial General Liability insurance policy(s) required herein are intended to apply to employees of the policy holder and shall not apply to Railway employees. No other endorsements limiting coverage as respects obligations under this-Agreement may be included on the policy with regard to the work being performed under this agreement. BNSF Crossing Improvements/HaIlock 37 January 30, 2023 Project Number: 23-3028.3 EXHIBIT A (Continued) 2. Business Automobile Liability This insurance shall contain a combined single limit of at least $1,000,000 per occurrence, and include coverage for, but not limited to the following: ♦ Bodily injury and property damage ♦ Any and all vehicles owned, used or hired The policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance: ♦ Waiver of subrogation in favor of and acceptable to Railway. ♦ Additional insured endorsement in favor of and acceptable to Railway. ♦ Separation of insureds. ♦ The policy shall be primary and non-contributing with respect to any insurance carried by Railway. 3. Workers' Compensation and Employers Liability Insurance including coverage for, but not limited to: ♦ Contractor's statutory liability under the worker's compensation laws of the state(s) in which the work is to be performed. If optional under State law, the insurance must cover all employees anyway. ♦ Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee. This policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance: ♦ Waiver of subrogation in favor of and acceptable to Railway. 4. Railroad Protective Liability Insurance naming only the Rai/way as the Insured with coverage of at least $2,000,000 per occurrence and $6,000,000 in the aggregate. The policy Must be issued on a standard ISO form CG 00 35 12 04 and include the following: ♦ Endorsed to include the Pollution Exclusion Amendment ♦ Endorsed to include the Limited Seepage and Pollution Endorsement. ♦ Endorsed to remove any exclusion for punitive damages. ♦ No other endorsements restricting coverage may be added. ♦ The original policy must be provided to the Rai/way prior to performing any work or services under this Agreement ♦ Definition of "Physical Damage to Property" shall be endorsed to read: "means direct and accidental loss of or damage to all property owned by any named insured and all property in any named insured' care, custody, and control arising out of the acts or omissions of the contractor named on the Declarations. BNSF Crossing Improvements/HaIlock 38 January 30, 2023 Project Number: 23-3028.3 EXHIBIT A (Continued) In lieu of providing a Railroad Protective Liability Policy, Licensee may participate (if available) in Railway's Blanket Railroad Protective Liability Insurance Policy. Other Requirements: Where allowable by law, all policies (applying to coverage listed above) shall contain no exclusion for punitive damages. Contractor agrees to waive its right of recovery against Railway and the City of Kent for all claims and suits against Railway and the City of Kent. In addition, its insurers, through the terms of the policy or policy endorsement, waive their right of subrogation against Railway Or City for all claims and suits. Contractor further waives its right of recovery, and its insurers also waive their right of subrogation against Railway and City for loss of its owned or leased property or property under Contractor's care, custody or control. Allocated Loss Expense shall be in addition to all policy limits for coverages referenced above. Contractor is not allowed to self-insure without the prior written consent of Railway and City. If granted by Railway and City, any self-insured retention or other financial responsibility for claims shall be covered directly by Contractor in lieu of insurance. Any and all Railway and/or City liabilities that would otherwise, in accordance with the provisions of this Agreement, be covered by Contractor's insurance will be covered as if Contractor elected not to include a deductible, self-insured retention or other financial responsibility for claims. Prior to commencing services, Contractor shall furnish to Railway and City of Kent, an acceptable certificate(s) of insurance from an authorized representative evidencing the required coverage(s), endorsements, and amendments. The certificate should be directed to the following address: BNSF Railway Company c/o CertFocus P.O. Box 140528 Kansas City, MO 64114 Toll Free: 877-576-2378 Fax number: 817-840-7487 Email: BNSF@certfocus.com www.certfocus.com Contractor shall notify Railway in writing at least 30 days prior to any cancellation, non-renewal, substitution or material alteration. BNSF Crossing Improvements/HaIlock 39 January 30, 2023 Project Number: 23-3028.3 EXHIBIT A (Continued) Any insurance policy shall be written by a reputable insurance company acceptable to Railway or with a current Best's Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided. If coverage is purchased on a "claims made" basis, Contractor hereby agrees to maintain coverage in force for a minimum of three years after expiration, cancellation or termination of this Agreement. Annually Contractor agrees to provide evidence of such coverage as required hereunder. Contractor represents that this Agreement has been thoroughly reviewed by Contractor's insurance agent(s)/broker(s), who have been instructed by Contractor to procure the insurance coverage required by this Agreement. Not more frequently than once every five years, Railway may reasonably modify the required insurance coverage to reflect then-current risk management practices in the railroad industry and underwriting practices in the insurance industry. If any portion of the operation is to be subcontracted by Contractor, Contractor shall require that the subcontractor shall provide and maintain insurance coverage(s) as set forth herein, naming Railway and City of Kent as an additional insured, and shall require that the subcontractor shall release, defend and indemnify Railway and City to the same extent and under the same terms and conditions as Contractor is required to release, defend and indemnify Railway and City herein. Failure to provide evidence as required by this section shall entitle, but not require, Railway to terminate this Agreement immediately. Acceptance of a certificate that does not comply with this section shall not operate as a waiver of Contractor's obligations hereunder. The fact that insurance (including, without limitation, self-insurance) is obtained by Contractor shall not be deemed to release or diminish the liability of Contractor including, without limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by Railway and City shall not be limited by the amount of the required insurance coverage. In the event of a claim or lawsuit involving Railway or City arising out of this agreement, Contractor will make available any required policy covering such claim or lawsuit. These insurance provisions are intended to be a separate and distinct obligation on the part of the Contractor. Therefore, these provisions shall be enforceable and Contractor shall be bound thereby regardless of whether or not indemnity provisions are determined to be enforceable in the jurisdiction in which the work covered hereunder is performed. BNSF Crossing Improvements/HaIlock 40 January 30, 2023 Project Number: 23-3028.3 EXHIBIT A (Continued) For purposes of this section, Railway shall mean ""Burlington Northern Santa Fe LLC", "BNSF Railway Company" and the subsidiaries, successors, assigns and affiliates of each. BNSF Crossing Improvements/HaIlock 41 January 30, 2023 Project Number: 23-3028.3 ®A�� DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 03/20/2023 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 Jody Hawley NAME: Bell Anderson Agency,Inc. AICC, Ext: (425)291-5200 AIX No): (425)291-5100 600 SW 39th St.,Suite 200 EMAIL ) y od h bell-anderson.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Renton WA 98057 INSURERA: Transportation Insurance Company INSURED INSURER B: The Continental Insurance Company Global Contractors,LLC INSURER C: The travelers Indemnity Company 127 Mashell Ave N.PMB#53 INSURER D: INSURER E: Eatonville WA 98328 INSURER F: COVERAGES CERTIFICATE NUMBER. CL2332056533 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE_7 CLAIMS-MADE Fx_] OCCUR PREM SESOEa occurrDence $ 100,000 MED EXP(Any one person) $ 15,000 A PMT7036989332 03/10/2023 03/10/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO JECT ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED BUA7036989346 03/10/2023 03/10/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED �/ NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY /� AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 B EXCESS LIAB CLAIMS-MADE CUE7036989329 03/10/2023 03/10/2024 AGGREGATE $ 5,000,000 DED I X1 RETENTION $ 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? N/A PMT7036989332(WA Stop Gap) 03/10/2023 03/10/2024 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Railroad Protective Liability C DTSPS8T2266231ND23 02/13/2023 02/13/2024 Occurrence $2,000,000 Aggregate $6,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:2023 Railroad Quiet Zone BNSF Railraod Crosssing Improvements/Project Numbr 23-3028.3 City of Kent and BNSF Railway Company is additional insured per attached endorsement#CNA74705 0115.Waiver of subrogation per the attached endorsement #CNA74705 0115.Primary&non-contributory coverage per the attached endorsement#CNA74705 0115.Per Project Aggregate per attached endorsement #CNA74705 0115.Completed Operation per attached endorsement#CNA75079 0115.The definition of insured contract shall be amended to remove any exclusion or other limitation for any work being done within 50 feet of railroad property. Separation of Insureds applies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BNSF Railway Company-CLM c/o CertFocus ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 140528 AUTHORIZED REPRESENTATIVE Kansas City MO 64114 1 4 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ®A�� DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 03/20/2023 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 Jody Hawley NAME: Bell Anderson Agency,Inc. AICC, Ext: (425)291-5200 AIX No): (425)291-5100 600 SW 39th St.,Suite 200 EMAIL ) y od h bell-anderson.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Renton WA 98057 INSURERA: Transportation Insurance Company INSURED INSURER B: The Continental Insurance Company Global Contractors,LLC INSURER C: The travelers Indemnity Company 127 Mashell Ave N.PMB#53 INSURER D: INSURER E: Eatonville WA 98328 INSURER F: COVERAGES CERTIFICATE NUMBER. CL2332056533 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE_7 CLAIMS-MADE Fx_] OCCUR PREM SESOEa occurrDence $ 100,000 MED EXP(Any one person) $ 15,000 A PMT7036989332 03/10/2023 03/10/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO JECT ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED BUA7036989346 03/10/2023 03/10/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED �/ NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY /� AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 B EXCESS LIAB CLAIMS-MADE CUE7036989329 03/10/2023 03/10/2024 AGGREGATE $ 5,000,000 DED I X1 RETENTION $ 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? N/A PMT7036989332(WA Stop Gap) 03/10/2023 03/10/2024 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Railroad Protective Liability C DTSPS8T2266231ND23 02/13/2023 02/13/2024 Occurrence $2,000,000 Aggregate $6,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:2023 Railroad Quiet Zone BNSF Railraod Crosssing Improvements/Project Numbr 23-3028.3 City of Kent and BNSF Railway Company is additional insured per attached endorsement#CNA74705 0115.Waiver of subrogation per the attached endorsement #CNA74705 0115.Primary&non-contributory coverage per the attached endorsement#CNA74705 0115.Per Project Aggregate per attached endorsement #CNA74705 0115.Completed Operation per attached endorsement#CNA75079 0115.The definition of insured contract shall be amended to remove any exclusion or other limitation for any work being done within 50 feet of railroad property. Separation of Insureds applies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN City of Kent ACCORDANCE WITH THE POLICY PROVISIONS. 400 West Gowe AUTHORIZED REPRESENTATIVE Kent WA 98032 .1 1 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY CG 88 7012 08 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONSTRUCTION PROJECT(S) - GENERAL AGGREGATE LIMIT (PER PROJECT) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. For all sums which the insured becomes legally obligated to pay as damages caused by"occurrences" under Section I—Coverage A-Bodily Injury And Property Damage Liability, and for all medical expenses caused by accidents under Section I—Coverage C Medical Payments,which can be attributed only to ongoing operations at a single construction project away from premises owned by or rented to you: 1. A separate Construction Project General Aggregate Limit applies to each construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, except damages because of"bodily injury" or"property damage" included in the"products-completed operations hazard", and for medical expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or"suits" brought; or C. Persons or organizations making claims or bringing "suits". 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Construction Project General Aggregate Limit for that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Construction Project General Aggregate Limit for any other construction project. 4. The limits shown in the Declarations for Each Occurrence, Fire Damage and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Construction Project General Aggregate Limit. B. For all sums which the insured becomes legally obligated to pay as damages caused by"occurrences" under Section I—Coverage A-Bodily Injury And Property Damage Liability, and for all medical expenses caused by accidents under Section I—Coverage C Medical Payments,which cannot be attributed only to ongoing operations at a single construction project away from premises owned by or rented to you: 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-Completed Operations Aggregate Limit,whichever is applicable; and 2. Such payments shall not reduce any Construction Project General Aggregate Limit. C. When coverage for liability arising out of the "products-completed operations hazard"is provided, any payments for damages because of"bodily injury" or"property damage" included in the "products- completed operations hazard"will reduce the Products-Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Construction Project General Aggregate Limit. D. If the applicable construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints,designs, specifications or timetables, the project will still be deemed to be the same construction project. E. The provisions of Section III -Limits Of Insurance not otherwise modified by this endorsement shall continue to apply. CG 88 70 12 08 Includes copyrighted material of ISO Properties,Inc.,with its permission. Page 1 of 1 COMMERCIAL GENERAL LIABILITY CG 88 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY EXTENSION This endorsement modifies insurance provided under the following.- COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX SUBJECT PAGE NON-OWNED AIRCRAFT 2 NON-OWNED WATERCRAFT 2 PROPERTY DAMAGE LIABILITY— ELEVATORS 2 EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) 2 MEDICAL PAYMENTS EXTENSION 3 EXTENSION OF SUPPLEMENTARY PAYMENTS—COVERAGES A AND B 3 ADDITIONAL INSUREDS— BY CONTRACT,AGREEMENT OR PERMIT 3 PRIMARY AND NON-CONTRIBUTORY—ADDITIONAL INSURED EXTENSION 5 ADDITIONAL INSUREDS— EXTENDED PROTECTION OF YOUR"LIMITS OF INSURANCE" 6 WHO IS AN INSURED—INCIDENTAL MEDICAL ERRORS/MALPRACTICE AND WHO IS AN INSURED— 6 FELLOW EMPLOYEE EXTENSION — MANAGEMENT EMPLOYEES NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES 7 FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES 7 KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT 7 LIBERALIZATION CLAUSE 7 BODILY INJURY REDEFINED 7 EXTENDED PROPERTY DAMAGE 8 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US— 8 WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 1 of 8 With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. A. NON-OWNED AIRCRAFT Under Paragraph 2. Exclusions of Section I—Coverage A- Bodily Injury And Property Damage Liability, exclusion g.Aircraft,Auto Or Watercraft does not apply to an aircraft provided: 1. It is not owned by any insured; 2. It is hired, chartered or loaned with a trained paid crew; 3. The pilot in command holds a currently effective certificate, issued by the duly constituted authority of the United States of America or Canada, designating her or him a commercial or airline pilot; and 4. It is not being used to carry persons or property for a charge. However,the insurance afforded by this provision does not apply if there is available to the insured other valid and collectible insurance,whether primary, excess (other than insurance written to apply specifically in excess of this policy), contingent or on any other basis, that would also apply to the loss covered under this provision. B. NON-OWNED WATERCRAFT Under Paragraph 2. Exclusions of Section I—Coverage A—Bodily Injury And Property Damage Liability, Subparagraph (2) of exclusion g.Aircraft,Auto Or Watercraft is replaced by the following: This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than 52 feet long; and (b) Not being used to carry persons or property for a charge. C. PROPERTY DAMAGE LIABILITY—ELEVATORS 1. Under Paragraph 2. Exclusions of Section I —Coverage A—Bodily Injury And Property Damage Liability, Subparagraphs (3), (4) and(6) of exclusion j. Damage To Property do not apply if such "property damage"results from the use of elevators. For the purpose of this provision, elevators do not include vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations. 2. The following is added to Section IV—Commercial General Liability Conditions, Condition 4. Other Insurance, Paragraph b. Excess Insurance: The insurance afforded by this provision of this endorsement is excess over any property insurance, whether primary, excess, contingent or on any other basis. D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) If Damage To Premises Rented To You is not otherwise excluded from this Coverage Part: 1. Under Paragraph 2. Exclusions of Section I -Coverage A- Bodily Injury and Property Damage Liability: a. The fourth from the last paragraph of exclusion j. Damage To Property is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage"(other than damage by fire, lightning, explosion, smoke, or leakage from an automatic fire protection system) to: (i) Premises rented to you for a period of 7 or fewer consecutive days; or (ii) Contents that you rent or lease as part of a premises rental or lease agreement for a period of more than 7 days. Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage"to contents of premises rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in Section III—Limits of Insurance. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 2 of 8 b. The last paragraph of subsection 2. Exclusions is replaced by the following: Exclusions c.through n. do not apply to damage by fire, lightning, explosion, smoke or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III— Limits Of insurance. 2. Paragraph 6. under Section III —Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5.above,the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of"property damage"to: a. Any one premise: (1) While rented to you; or (2) While rented to you or temporarily occupied by you with permission of the owner for damage by fire, lightning, explosion, smoke or leakage from automatic protection systems; or b. Contents that you rent or lease as part of a premises rental or lease agreement. 3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) - Paragraph 9.a. of Definitions is replaced with the following: 9.a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion, smoke, or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with the permission of the owner, or for damage to contents of such premises that are included in your premises rental or lease agreement, is not an "insured contract". E. MEDICAL PAYMENTS EXTENSION If Coverage C Medical Payments is not otherwise excluded,the Medical Payments provided by this policy are amended as follows: Under Paragraph 1. Insuring Agreement of Section I—Coverage C— Medical Payments, Subparagraph (b) of Paragraph a. is replaced by the following: (b) The expenses are incurred and reported within three years of the date of the accident; and F. EXTENSION OF SUPPLEMENTARY PAYMENTS—COVERAGES A AND B 1. Under Supplementary Payments—Coverages A and B, Paragraph 1.b. is replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies.We do not have to furnish these bonds. 2. Paragraph 1.d. is replaced by the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or"suit", including actual loss of earnings up to $500 a day because of time off from work. G. ADDITIONAL INSUREDS -BY CONTRACT,AGREEMENT OR PERMIT 1. Paragraph 2. under Section 11—Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract,written agreement or permit. Such person or organization is an additional insured but only with respect to liability for"bodily injury", "property damage"or"personal and advertising injury" caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your on going operations for the additional insured that are the subject of the written contract or written agreement provided that the "bodily injury"or"property damage"occurs, or the "personal and advertising injury" is committed, subsequent to the signing of such written contract or written agreement; or ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 3 of 8 b. Premises or facilities rented by you or used by you; or C. The maintenance, operation or use by you of equipment rented or leased to you by such person or organization; or d. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit subject to the following additional provisions: (1) This insurance does not apply to "bodily injury", "property damage", or"personal and advertising injury" arising out of the operations performed for the state or political subdivision; (2) This insurance does not apply to "bodily injury" or"property damage" included within the "completed operations hazard". (3) Insurance applies to premises you own, rent, or control but only with respect to the following hazards: a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar exposures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement,the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. With respect to Paragraph 1.a. above, a person's or organization's status as an additional insured under this endorsement ends when: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project(other than service, maintenance or repairs)to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of"your work"out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. With respect to Paragraph 1.b. above, a person's or organization's status as an additional insured under this endorsement ends when their written contract or written agreement with you for such premises or facilities ends. With respects to Paragraph 1.c. above,this insurance does not apply to any"occurrence"which takes place after the equipment rental or lease agreement has expired or you have returned such equipment to the lessor. The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or"property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In the Event Of Occurrence, Offense,Claim Or Suit under Section IV—Commercial General Liability Conditions. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 4 of 8 2. With respect to the insurance provided by this endorsement,the following are added to Paragraph 2. Exclusions under Section I -Coverage A- Bodily Injury And Property Damage Liability: This insurance does not apply to: a. "Bodily injury" or"property damage" arising from the sole negligence of the additional insured. b. "Bodily injury" or"property damage"that occurs prior to you commencing operations at the location where such "bodily injury"or"property damage" occurs. C. "Bodily injury", "property damage"or"personal and advertising injury"arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment,training or monitoring of others by that insured, if the "occurrence"which caused the "bodily injury" or"property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. d. "Bodily injury"or"property damage"occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. e. Any person or organization specifically designated as an additional insured for ongoing operations by a separate ADDITIONAL INSURED—OWNERS, LESSEES OR CONTRACTORS endorsement issued by us and made a part of this policy. 3. With respect to the insurance afforded to these additional insureds,the following is added to Section III— Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. Condition 4. Other Insurance of SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 5 of 8 When a written contract or written agreement, other than a premises lease. facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory,this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured_ Regardless of the written agreement between you and an additional insured,this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. I. ADDITIONAL INSUREDS - EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. 1. The following is added to Condition 2. Duties In The Event Of Occurrence,Offense, Claim or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence" or an offense that may result in a claim or"suit" under this insurance to us; b. Tender the defense and indemnity of any claim or"suit"to all insurers whom also have insurance available to the additional insured; and C. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a "suit"by the additional insured. 2. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section III— Limits of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. J. WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORS/ MALPRACTICE WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION - MANAGEMENT EMPLOYEES Paragraph 2.a.(1) of Section II -Who Is An Insured is replaced with the following: (1) "Bodily injury"or"personal and advertising injury": (a) To you,to your partners or members(if you are a partnership or joint venture),to your members (if you are a limited liability company),to a co-"employee"while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers"while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co-"employee"or"volunteer worker"as a consequence of Paragraph (1) (a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1) (a) or(b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health care services or providing professional health care personnel to others, or if coverage for providing professional health care services is not otherwise excluded by separate endorsement, this provision (Paragraph (d)) does not apply. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 6 of 8 !)_ If1Y 111111111v11111 .� �...�r.. ..• ra..�.... .... .. ��. .�__ _ _ i Paragraphs (a) and (b) above do not apply to "bodily injury" or"personal and advertising injury"caused by an "employee"who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the "employee's"job responsibilities assigned by you, includes the direct supervision of other"employees" of yours. However, none of these "employees" are insureds for"bodily injury" or"personal and advertising injury" arising out of their willful conduct,which is defined as the purposeful or willful intent to cause "bodily injury" or"personal and advertising injury", or caused in whole or in part by their intoxication by liquor or controlled substances. The coverage provided by provision J. is excess over any other valid and collectable insurance available to your "employee". K. NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES Paragraph 3. of Section 11 -Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the expiration of the policy period in which the entity was acquired or formed by you; b. Coverage A does not apply to "bodily injury" or"property damage"that occurred before you acquired or formed the organization; and C. Coverage B does not apply to"personal and advertising injury"arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. No person or organization is an insured with respect to the conduct of any current or past partnership,joint venture or limited liability company that is not shown as a Named Insured in the Declarations or qualifies as an insured under this provision. L. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES Under Section IV—Commercial General Liability Conditions,the following is added to Condition 6. Representations: Your failure to disclose all hazards or prior"occurrences" existing as of the inception date of the policy shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or prior"occurrences"is not intentional. M. KNOWLEDGE OF OCCURRENCE,OFFENSE, CLAIM OR SUIT Under Section IV—Commercial General Liability Conditions,the following is added to Condition 2. Duties In The Event of Occurrence, Offense,Claim Or Suit: Knowledge of an "occurrence", offense, claim or"suit" by an agent, servant or"employee"of any insured shall not in itself constitute knowledge of the insured unless an insured listed under Paragraph 1. of Section II—Who Is An Insured or a person who has been designated by them to receive reports of "occurrences", offenses, claims or"suits"shall have received such notice from the agent, servant or "employee". N. LIBERALIZATION CLAUSE If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your state. O. BODILY INJURY REDEFINED Under Section V—Definitions, Definition 3. is replaced by the following: 3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury,sickness or disease. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 7 of 8 P. EXTENDED PROPERTY DAMAGE Exclusion a. of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the following: a. Expected Or Intended Injury "Bodily injury"or"property damage"expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or"property damage"resulting from the use of reasonable force to protect persons or property. Q. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US—WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU Under Section IV — Commercial General Liability Conditions, the following is added to Condition 8. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have against a person or organization 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"provided: 1. You and that person or organization have agreed in writing in a contract or agreement that you waive such rights against that person or organization; and 2. The injury or damage occurs subsequent to the execution of the written contract or written agreement. @ 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 8 of 8 COMMERCIAL GENERAL LIABILITY CG 85 83 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED CONTRACTORS - PRODUCTS/COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Paragraph 2. under Section II—Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract or written agreement. Such person or organization is an additional insured but only with respect to liability for "bodily injury" or"property damage": 1. Caused by"your work" performed for that additional insured that is the subject of the written contract or written agreement; and 2. Included in the"products-completed operations hazard". However: a) The insurance afforded to such additional insured only applies to the extent permitted by law; and b) If coverage provided to the additional insured is required by a contract or agreement,the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the"bodily injury" or"property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a"suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit under Section IV—Commercial General Liability Conditions. B. With respect to the insurance provided by this endorsement,the following are added to Paragraph 2. Exclusions under Section I —Coverage A—Bodily Injury And Property Damage Liability: This insurance does not apply to: 1. "Bodily injury"or"property damage"that occurs prior to you commencing operations at the location where such "bodily injury"or"property damage"occurs. 2. "Bodily injury" or"property damage"arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services including: a. The preparing, approving or failure to prepare or approve, maps,shop drawings, opinions, reports, surveys, field orders, change orders or drawing and specifications; and b. Supervisory, inspection, architectural or engineering activities. ©2013 Liberty Mutual Insurance CG 85 83 0413 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 1 of 2 C. With respect to the insurance afforded by this endorsement, exclusion I. Damage To Your Work of Paragraph 2. Exclusions under Section I—Coverage A—Bodily Injury And Property Damage Liability is replaced by the following: I. Damage To Your Work "Property damage"to"your work"arising out of it or any part of it and included in the "products- completed operations hazard". D. VUth respect to the insurance afforded to these additional insureds,the following is added to Section II— Limits of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 7. Required by contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declaration. whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. E. With respect to the insurance afforded by this endorsement, Section IV—Commercial General Liability Conditions is amended as follows: 1. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claims Or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence" or an offense that may result in a claim or"suit" under this insurance to us; b. Tender the defense and indemnity of any claim or"suit"to all insurers whom also have insurance available to the additional insured; and C. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a "suit"by the additional insured. 2. Paragraph 4. of Section IV—Commercial General Liability Conditions.is amended as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis,this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease,facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory,this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured,this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. ©2013 Liberty Mutual Insurance CG 85 83 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 2 Of 2 POLICY NUMBER: COMMERCIAL AUTO AC 85 01 0618 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement,the provisions of the policy apply unless modified by the endorsement. If the policy to which this endorsement is attached also contains a Business Auto Coverage Enhancement Endorsement with a specific state named in the title,this endorsement does not apply to vehicles garaged in that specified state. COVERAGE INDEX SUBJECT PROVISION NUMBER ACCIDENTAL AIRBAG DEPLOYMENT 13 ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT 4 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 21 AMENDED FELLOW EMPLOYEE EXCLUSION 6 AUDIO,VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 15 BODILY INJURY REDEFINED 25 EMPLOYEES AS INSUREDS (Including Employee Hired Auto) 3 EXTRA EXPENSE-BROADENED COVERAGE 11 GLASS REPAIR-WAIVER OF DEDUCTIBLE 17 HIRED AUTO COVERAGE TERRITORY 23 HIRED AUTO PHYSICAL DAMAGE(Including Employee Hired Auto) 7 LOAN/LEASE GAP (Coverage Not Available In New York) 16 NEWLY FORMED OR ACQUIRED SUBSIDIARIES 2 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 18 PERSONAL EFFECTS COVERAGE 12 PHYSICAL DAMAGE-ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 9 PHYSICAL DAMAGE DEDUCTIBLE-VEHICLE TRACKING SYSTEM 14 PRIMARY AND NON-CONTRIBUTORY-WRITTEN CONTRACT OR WRITTEN AGREEMENT 24 RENTAL REIMBURSEMENT 10 SUPPLEMENTARY PAYMENTS 5 TOWING AND LABOR 8 TRAILERS-INCREASED LOAD CAPACITY 1 TWO OR MORE DEDUCTIBLES 19 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 20 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US 22 SECTION I-COVERED AUTOS is amended as follows: 1. TRAILERS-INCREASED LOAD CAPACITY The following replaces Paragraph C.1. Certain Trailers, Mobile Equipment And Temporary Substitute Autos of SECTION I-COVERED AUTOS: AC 85 01 0618 ©2017 Liberty Mutual Insurance Pagel of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. i I 'Trailers"with a load capacity of 3,000 pounds or less designed primarily for travel on public roads. SECTION II—LIABILITY COVERAGE is amended as follows: 2. NEWLY FORMED OR ACQUIRED SUBSIDIARIES SECTION II—LIABILITY COVERAGE,Paragraph A.I.Who Is An Insured is amended to include the following as an "insured": d. Any legally incorporated subsidiary of which you own more than 50 percent interest during the policy period. Coverage is afforded only for 90 days from the date of acquisition or formation. However, "insured"does not include any organization that: (1) Is a partnership or joint venture; or (2) Is an "insured" under any other automobile policy except a policy written specifically to apply in excess of this policy;or (3) Has exhausted its Limit of Insurance or had its policy terminated under any other automobile policy. Coverage underthis provision d.does not apply to"bodily injury"or"property damage"that occurred before you acquired or formed the organization. 3. EMPLOYEES AS INSUREDS SECTION 11—LIABILITY COVERAGE,Paragraph A.I.Who Is An Insured is amended to include the following as an "insured": e. Any"employee"of yours while using a covered"auto"you do not own,hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorsement is excess over any other insurance available to any"employee". f. Any"employee"of yours while operating an"auto"hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the"employee". 4. ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT SECTION 11—LIABILITY COVERAGE,Paragraph A.1.Who Is An Insured is amended to include the following as an "insured": g. Any person or organization with respect to the operation, maintenance or use of a covered"auto", provided that you and such person or organization have agreed in a written contract, written agreement, or permit issued to you by governmental or public authority,to add such person, or organization,or governmental or public authority to this policy as an"insured". However,such person or organization is an "insured": (1) Only with respect to the operation, maintenance or use of a covered "auto"; (2) Only for "bodily injury" or "property damage" caused by an "accident" which takes place after you executed the written contract or written agreement,or the permit has been issued to you; and (3) Only for the duration of that contract,agreement or permit. Page 2 of 9 ©2017 Liberty Mutual Insurance AC 85 01 0618 Includes copyrighted material of Insurance Services Office, Inc., with its permission. The"insured" is required to submit a claim to any other insurer to which coverage could apply for defense and indemnity. Unless the "insured" has agreed in writing to primary noncontributory wording per enhancement number 24,this policy is excess over any other collectible insurance. 5. SUPPLEMENTARY PAYMENTS SECTION II—LIABILITY COVERAGE,Coverage Extensions, 2.a. Supplementary Payments, Paragraphs (2)and (4)are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident"we cover.We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. 6. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law, fellow "employees" are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection,the following provision is added: SECTION 11—LIABILITY,Exclusion B.5. Fellow Employee does not apply if the"bodily injury"results from the use of a covered "auto" you own or hire if you have workers compensation insurance in force for all of your "employees"at the time of"loss". This coverage is excess over any other collectible insurance. SECTION III—PHYSICAL DAMAGE COVERAGE is amended as follows: 7. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III—PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired"autos"are covered"autos"for Liability Coverage,and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own, then the Physical Damage coverages provided are extended to"autos": a. You hire, rent or borrow; or b. Your employee hires or rents under a written contract or agreement in that"employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: a. The most we will pay for"loss"in anyone"accident"or"loss"is the smallest of: (1) $50,000;or (2) The actual cash value of the damaged or stolen property as of the time of the"loss";or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality, minus a deductible. b. The deductible will be equal to the largest deductible applicable to any owned "auto"for that coverage. c. Subject to the limit,deductible and excess provisions described in this provision,we will provide coverage equal to the broadest coverage applicable to any covered"auto" you own. AC 85 01 0618 ©2017 Liberty Mutual Insurance Page 3 of 9 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. d. Subject to a maximum of$1,000 per"accident",we will also cover the actual loss of use of the hired"auto" if it results from an"accident", you are legally liable and the lessor incurs an actual financial loss. e. This coverage extension does not apply to: (1) Any"auto"that is hired, rented or borrowed with a driver; or (2) Any"auto"that is hired, rented or borrowed from your"employee"or any member of your"employee's" household. Coverage provided under this extension is excess over any other collectible insurance available at the time of "loss". 8. TOWING AND LABOR SECTION III-PHYSICAL DAMAGE COVERAGE,Paragraph A.2.Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered"auto"classified and rated as a private passenger type, "light truck"or"medium truck"is disabled: a. For private passenger type vehicles,we will pay up to$75 per disablement. b. For"light trucks",we will pay up to$75 per disablement."Light trucks"are trucks that have a gross vehicle weight(GVW)of 10,000 pounds or less. c. For"medium trucks",we will pay up to$150 per disablement. "Medium trucks"are trucks that have a gross vehicle weight(GVW)of 10,001 -20,000 pounds. However,the labor must be performed at the place of disablement. 9. PHYSICAL DAMAGE-ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph A.4.a. Coverage Extensions,Transportation Expenses of SECTION III-PHYSICAL DAMAGE COVERAGE, is amended to provide a limit of$50 per day and a maximum limit of$1,500. 10. RENTAL REIMBURSEMENT SECTION III-PHYSICAL DAMAGE COVERAGE,A.Coverage, is amended by adding the following: a. We will pay up to$75 per day for rental reimbursement expenses incurred by you for the rental of an"auto" because of"accident"or"loss",to an"auto"for which we also pay a"loss"under Comprehensive,Specified Causes of Loss or Collision Coverages.We will pay onlyfor those expenses incurred after the first 24 hours following the"accident"or"loss"to the covered"auto." b. Rental Reimbursement requires the rental of a comparable or lesser vehicle,which in many cases may be substantially less than$75 per day,and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to$500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered"auto". This limit is excess over any other collectible insurance. d. This coverage does not apply unless you have a business necessity that other "autos" available for your use and operation cannot fill. e. If"loss"results from the total theft of a covered "auto"of the private passenger type,we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under Paragraph 4. Coverage Extension. Page 4 of 9 ©2017 Liberty Mutual Insurance AC 85 01 0618 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. f. No deductible applies to this coverage. g. The insurance provided under this extension is excess over any other collectible insurance. If this policy also provides Rental Reimbursement Coverage you purchased, the coverage provided by this Enhancement Endorsement is in addition to the coverage you purchased. For the purposes of this endorsement provision, materials and equipment do not include"personal effects"as defined in provision 12.B. 11. EXTRA EXPENSE—BROADENED COVERAGE Under SECTION III — PHYSICAL DAMAGE COVERAGE, A. Coverage, we will pay for the expense of returning a stolen covered"auto"to you. The maximum amount we will pay is$1,000. 12. PERSONAL EFFECTS COVERAGE A. SECTION III—PHYSICAL DAMAGE COVERAGE,A.Coverage, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $600 for "personal effects" stolen with the "auto." The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V—DEFINITIONS is amended by adding the following: For the purposes of this provision, "personal effects"mean tangible property that is worn or carried by an "insured.""Personal effects"does not include tools,equipment,jewelry, money or securities. 13. ACCIDENTAL AIRBAG DEPLOYMENT SECTION III—PHYSICAL DAMAGE COVERAGE, B. Exclusions is amended by adding the following: If you have purchased Comprehensive or Collision Coverage under this policy,the exclusion for"loss" relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturer's warranty. However, we agree to pay any deductible applicable to the other coverage or warranty. 14. PHYSICAL DAMAGE DEDUCTIBLE—VEHICLE TRACKING SYSTEM SECTION III—PHYSICAL DAMAGE COVERAGE, D. Deductible, is amended by adding the following: Any Comprehensive Deductible shown in the Declarations will be reduced by 50% for any "loss" caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a global position device and that device was the method of recovery of the vehicle. 15. AUDIO,VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III—PHYSICAL DAMAGE COVERAGE, B.Exclusions,Paragraph a.of the exception to exclusions 4.c.and 4.d. is deleted and replaced with the following: Exclusions 4.c.and 4.d.do not apply to: a. Electronic equipment that receives ortransmits audio,visual or data signals,whether or not designed solely for the reproduction of sound, if the equipment is: AC 85 01 0618 ©2017 Liberty Mutual Insurance Page 5 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (1) Permanently installed in the covered "auto" at the time of the "loss"or removable from a housing unit that is permanently installed in the covered "auto'; and (2) Designed to be solely operated by use from the power from the"auto's"electrical system;and (3) Physical damage coverages are provided for the covered"auto". If the "loss" occurs solely to audio, visual or data electronic equipment or accessories used with this equipment, then our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by a$100 deductible. 16. LOAN/LEASE GAP COVERAGE(Not Applicable In New York) A. Paragraph C. Limit Of Insurance of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by adding the following: The most we will pay for a"total loss"to a covered"auto"owned by or leased to you in any one"accident" is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is subject at the time of the"loss"less the amount of: a. Overdue payments and financial penalties associated with those payments as of the date of the "loss"; b. Financial penalties imposed under a lease due to high mileage, excessive use or abnormal wear and tear; c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; d. Transfer or rollover balances from previous loans or leases; e. Final payment due under a"Balloon Loan"; f. The dollar amount of any unrepaired damage which occurred prior to the "total loss"of a covered "'auto". g. Security deposits not refunded by a lessor; h. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered "auto'; i. Any amount representing taxes; j. Loan or lease termination fees;or 2. The actual cash value of the damage or stolen property as of the time of the"loss". An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the"loss".This adjustment is not applicable in Texas. B. Additional Conditions This coverage applies only to the original loan for which the covered "auto"that incurred the"loss"serves as collateral,or lease written on the covered "auto"that incurred the"loss". Page 6 of 9 ©2017 Liberty Mutual Insurance AC 85 01 0618 Includes copyrighted material of Insurance Services Office, Inc., with its permission. C. SECTION V—DEFINITIONS is changed by adding the following: As used in this endorsement provision,the following definitions apply: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. A"balloon loan" is one with periodic payments that are insufficient to repay the balance over the term of the loan,thereby requiring a large final payment. 17. GLASS REPAIR—WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION III—PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 18. PARKED AUTO COLLISION COVERAGE(WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION III—PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: The deductible does not apply to"loss"caused by collision to such covered"auto"of the private passenger type or light weight truck with a gross vehicle weight of 10,000 lbs. or less as defined by the manufacturer as maximum loaded weight the"auto" is designed to carry while it is: a. In the charge of an"insured'; b. Legally parked;and c. Unoccupied. The"loss"must be reported to the police authorities within 24 hours of known damage. The total amount of the damage to the covered "auto"must exceed the deductible shown in the Declarations. This provision does not apply to any"loss" if the covered"auto" is in the charge of any person or organization engaged in the automobile business. 19. TWO OR MORE DEDUCTIBLES Under SECTION III—PHYSICAL DAMAGE COVERAGE, if two or more company policies or coverage forms apply to the same"accident", the following applies to Paragraph D.Deductible: a. If the applicable Business Auto deductible is the smaller(or smallest)deductible, it will be waived; or b. If the applicable Business Auto deductible is not the smaller(or smallest)deductible, it will be reduced by the amount of the smaller(or smallest)deductible; or c. If the "loss" involves two or more Business Auto coverage forms or policies, the smaller (or smallest) deductible will be waived. For the purpose of this endorsement,company means any company that is part of the Liberty Mutual Group. AC 85 01 0618 ©2017 Liberty Mutual Insurance Page 7 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. SECTION IV—BUSINESS AUTO CONDITIONS is amended as follows: 20. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV—BUSINESS AUTO CONDITIONS, Paragraph B.2. is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the inception date or renewal date of the Business Auto Coverage Form,the coverage afforded bythis policywill not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery, and we have the right to collect additional premium for any such hazard or exposure. 21. AMENDED DUTIES IN THE EVENT OF ACCIDENT,CLAIM,SUIT OR LOSS SECTION IV—BUSINESS AUTO CONDITIONS, Paragraph A.2.a. is replaced in its entirety by the following: a. In the event of"accident",claim,"suit"or"loss",you must promptly notify us when it is known to: (1) You, if you are an individual; (2) A partner, if you are a partnership; (3) Member, if you are a limited liability company; (4) An executive officer or the"employee"designated by the Named Insured to give such notice, if you are a corporation. To the extent possible, notice to us should include: (a) How,when and where the"accident"or"loss"took place; (b) The"insured's"name and address;and (c) The names and addresses of any injured persons and witnesses. 22. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV— BUSINESS AUTO CONDITIONS, Paragraph A.5. Transfer Of Rights Of Recovery Against Others To Us, is amended bythe addition of the following: If the person or organization has in a written agreement waived those rights before an"accident"or"loss", our rights are waived also. 23. HIRED AUTO COVERAGE TERRITORY SECTION IV — BUSINESS AUTO CONDITIONS, Paragraph B.7. Policy Period, Coverage Territory, is amended by the addition of the following: f. For "autos" hired 30 days or less, the coverage territory is anywhere in the world, provided that the "insured's"responsibility to pay for damages is determined in a"suit", on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. This extension of coverage does not apply to an"auto"hired, leased, rented or borrowed with a driver. Page 8 of 9 ©2017 Liberty Mutual Insurance AC 85 01 0618 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 24. PRIMARY AND NON—CONTRIBUTING IF REQUIRED BY WRITTEN CONTRACT OR WRITTEN AGREEMENT The following is added to SECTION IV—BUSINESS AUTO CONDITIONS, General Conditions, B.S. Other Insurance and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured"under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in a written contract or written agreement that this insurance would be primary and would not seek contribution from any other insurance available to such"insured". SECTION V—DEFINITIONS is amended as follows: 25. BODILY INJURY REDEFINED Under SECTION V—DEFINITIONS,Definition C. is replaced by the following: "Bodily injury" means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock,fright or death resulting from any of these at anytime. AC 85 01 0618 O 2017 Liberty Mutual Insurance Page 9 of 9 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. TRAVELERSJW Report Claims Immediately by Calling* 1-877-828-4132 Speak directly with a claim professional 24 hours a day, 365 days a year *Unless Your Policy Requires Written Notice or Reporting COMMERCIAL INSURANCE A Custom Insurance Policy Prepared for: BNSF RAILWAY COMPANY PO BOX 140528 KANSAS CITY MO 64114 Presented by: BELL ANDERSON AGENCY INC /A► TRAVELERS J One Tower Square, Hartford, Connecticut 06183 TRAVELERS CORP. TEL: 1-800-328-2189 CONTRACTORS COMMON POLICY DECLARATIONS ISSUE DATE: 02/14/23 POLICY NUMBER: DT-SPS-8T226623-IND-23 INSURING COMPANY: THE TRAVELERS INDEMNITY COMPANY 1. NAMED INSURED AND MAILING ADDRESS: BNSF RAILWAY COMPANY PO BOX 140528 KANSAS CITY, MO 64114 2. POLICY PERIOD: From 02/13/23 to 02/13/24 12:01 A.M. Standard Time at 3. LOCATIONS your mailing address. Premises Bldg. Loc. No. No. Occupancy Address ON FILE WITH COMPANY 4. COVERAGE PARTS FORMING PART OF THIS POLICY AND INSURING COMPANIES: RAILROAD PROTECTIVE LIABILITY COV PART DECLARATIONS CG TO 05 04 07 IND 5. NUMBERS OF FORMS AND ENDORSEMENTS FORMING A PART OF THIS POLICY: SEE IL T8 01 10 93 6. SUPPLEMENTAL POLICIES: Each of the following is a separate policy containing its complete provisions: Policy Policy No. Insuring Company 7. PREMIUM SUMMARY: Provisional Premium $ 4,824 Due at Inception $ 4,824 Due at Each $ NAME AND ADDRESS OF AGENT OR BROKER: COUNTERSIGNED BY: BELL ANDERSON AGENCY INC (HE714) 600 SW 39TH ST STE 200 RENTON, WA 98057 Authorized Representative DATE: IL TO 02 11 89(REV. 09-07) PAGE 1 OF 1 OFFICE: EDISON TRAVELERSJ� POLICY NUMBER: DT-SPS-8T226623-IND-23 EFFECTIVE DATE: 02-13-23 ISSUE DATE: 02-14-23 LISTING OF FORMS, ENDORSEMENTS AND SCHEDULE NUMBERS THIS LISTING SHOWS THE NUMBER OF FORMS, SCHEDULES AND ENDORSEMENTS BY LINE OF BUSINESS. IL TO 02 11 89 COMMON POLICY DECLARATIONS IL T8 01 10 93 FORMS, ENDORSEMENTS AND SCHEDULE NUMBERS IL T3 83 09 06 EXECUTION CLAUSE COMMERCIAL GENERAL LIABILITY CG TO 05 04 07 RAILROAD PROTECTIVE LIAB COV PART DEC CG TO 07 03 95 DECLARATIONS PREMIUM SCHEDULE CG TO 08 11 03 KEY TO DECLARATIONS PREMIUM SCHEDULE CG TO 40 02 19 TABLE OF CONTENTS - RAILROAD PROTECTIVE CG 00 35 04 13 RAILROAD PROTECTIVE LIAB COV FORM CG D2 15 01 99 NOTICE OF CHANGE ENDORSEMENT CG D2 16 01 99 LIM. SEEPAGE, POLLUTION & CONTAMINATION CG D3 58 09 15 EXCLUSION -SILICA OR SILICA-RELATED DUST CG DO 76 06 93 EXCLUSION-LEAD CG T4 78 02 19 EXCLUSION - ASBESTOS CG 28 54 08 10 WASHINGTON CHANGES CG 29 64 03 90 WASHINGTON CHANGES-APPRAISAL INTERLINE ENDORSEMENTS IL T3 68 01 21 FED TERRORISM RISK INS ACT DISCLOSURE IL T4 12 03 15 AMNDT COMMON POLICY COND-PROHIBITED COVG IL T4 14 01 21 CAP ON LOSSES FROM CERT ACTS OF TERRORIS IL 00 21 09 08 NUCLEAR ENERGY LIAB EXCL END-BROAD FORM IL 01 23 11 13 WASHINGTON CHANGES - DEFENSE COSTS IL 01 98 09 08 NUCLEAR ENERGY LIABILITY EXCLUSION POLICYHOLDER NOTICES PN T1 94 12 21 IMPORTANT NOTICE - LEAD EXCLUSION IL T8 01 10 93 PAGE: 1 OF 1 This policy consists of this policy cover, the Declarations and the forms, schedules and endorsements listed in the Declarations. In return for payment of the premium, we agree with the Named Insured to provide the insurance afforded by this policy. That insurance will be provided by the company indicated as insuring company in the Declarations by the abbreviation of its name. The companies listed below(each a stock company) have executed this policy, but it is valid only if countersigned on the Declarations by our authorized representative. The Travelers Indemnity Company (IND) The Phoenix Insurance Company (PHX) The Charter Oak Fire Insurance Company (COF) Travelers Property Casualty Company of America (TIL) The Travelers Indemnity Company of Connecticut (TCT) The Travelers Indemnity Company of America (TIA) Travelers Casualty Insurance Company of America (ACJ) GCJ�� L.• d� Secretary President IL T3 83 09 06 (Rev.09-08) Page 1 of 1 GENERAL LIABILITY GENERAL LIABILITY TRAVELERS J One Tower Square, Hartford, Connecticut 06183 RAILROAD PROTECTIVE LIABILITY POLICY NUMBER: DT-SPS-8T226623-IND-23 COVERAGE PART DECLARATIONS ISSUE DATE: 02-14-23 INSURING COMPANY: THE TRAVELERS INDEMNITY COMPANY Declarations Period: From 02-13-23 to 02-13-24 12:01 A.M. Standard Time at your mailing address shown in the Common Policy Declarations. The Railroad Protective Liability Coverage Part consists of these Declarations and the Coverage Form shown below. The Co mmon Policy Conditions do not apply to this Coverage Part. 1. COVERAGE AND LIMITS OF INSURANCE: RAILROAD PROTECTIVE LIABILITY COVERAGE FORM LIMITS OF INSURANCE Aggregate Limit $ 6,000,000 Each Occurrence Limit $ 2,000,000 2. AUDIT PERIOD: NONE 3. DESIGNATED CONTRACTOR: Name GLOBAL CONTRACTORS, LLC Mailing Address 27 MASHELL AVENUE N PMB #53 EATONVILLE, WA 98328 4. JOB LOCATION(S): 2023 RAILROAD QUIET ZONE BNSF RAILROAD CROSSING IMPROVEMENTS: IMPROVEMENTS AT SEVEN (7) CROSSINGS OF THE BNSF RAILROAD TO INCLUDE CONSTRUCTION OF CURB, GUTTERS, SIDEWALKS, CURB RAMPS, CONCRETE TRAFFIC MEDIANS, HMA PAVEMENT, PAVEMENT MARKINGS, RELOCATION OF STREET LIGHTS & INSTALL NEW SIGNS. PROJECT NUMBER: 23-3028.3 5. NAME AND ADDRESS OF INVOLVED GOVERNMENTAL AUTHORITY OR OTHER CONTRACTING PARTY: BNSF RAILWAY COMPANY PO BOX 140528 KANSAS CITY, MO 64114 6. NUMBERS OF FORMS, SCHEDULES AND ENDORSEMENTS FORMING PART OF THIS COVERAGE PART ARE ATTACHED AS A SEPARATE LISTING. CG TO 05 04 07 PRODUCER:BELL ANDERSON AGENCY INC HE714 OFFICE: EDISON 06H DECLARATIONS PREMIUM SCHEDULE POLICY NUMBER: DT-SPS-8T226623-IND-23 This Schedule applies to the Declarations for the period of 02-13-2 3 to 02-13-24 It shows all of your known rating classes as of the effective date. Any except ions will be so noted. This includes all locations you own, rent or occupy. CLASS PREMIUM DESCRIPT/ BASE/ ADVANCE LOC/BLDG NO. CODE NO. SUBLINE EXPOSURE RATES PREMIUM ST OF WA RAILROAD PROTECTIVE 335 $4,824 LIABILITY - OPERATIONS RAILROAD NOC - CONSTRUCTION OPERATIONS - OPERATIONS PERFORMED FOR INTERESTS OTHER THAN RAILROADS/40012 *This class is subject to the prem/ops transition program. If an "X" is entered in this box,these Declarations are completed on the Premium Schedule Extension CG TO 12. CG TO 07 03 95 Page 1 of 1 KEY TO DECLARATIONS PREMIUM SCHEDULE ABBREVIATIONS: CLASS DESCRIPT — means CLASS DESCRIPTION LOC/BLDG NO. — means LOCATION/BUILDING NUMBER OPN NO. — means OPERATION NUMBER PREM/OPS — means PREMISES/OPERATIONS PROD/C-OPS — means PRODUCTS/COMPLETED OPERATIONS PREMIUM BASE: Key Letter Premium Base How Rates Apply a Area per 1,000 square feet c Total Cost per$1,000 of total cost m Admissions per 1,000 admissions o Total Operating Expense per$1,000 of total operating expenditures p Payroll per $1,000 of payroll s Gross Sales per $1,000 of gross sales t (see note*below) (see note* below) u Units per unit * Premium base t applies for a number o f rarely used premium bases. The specific base and how rates apply are shown with the Class Description on the DECLARATIONS-PREMIUM SCHEDULE. CG TO 08 11 03 Copyright,The Travelers Indemnity Company, 2003 Page 1 of 1 TABLE OF CONTENTS RAILROAD PROTECTIVE LIABILITY COVERAGE FORM CG 00 35 0413 Beginning on Page SECTION I—COVERAGES Coverage A— Bodily Injury and Property Insuring Agreement ...................................... 1 Damage Liability Exclusions .................................................. 1 Coverage B— Physical Damage to Insuring Agreement ...................................... 2 Property Exclusions .................................................. 2 Supplementary Payments—Coverage A ................................................................ 3 SECTION 11—WHO IS AN INSURED ............................................................................ 3 SECTION III—LIMITS OF INSURANCE ....................................................................... 3 SECTION IV—CONDITIONS ........................................................................................ 3 Conditions that apply to Coverages A and B ........................................................... 3 Assignment .............................................................................................................. 3 Bankruptcy ............................................................................................................... 3 Cancellation ............................................................................................................. 3 Changes .................................................................................................................. 4 Inspections and Surveys ......................................................................................... 4 OtherInsurance ....................................................................................................... 4 Premium and Premium Audit ................................................................................... 4 Transfer Of Rights Of Recovery Against Others To Us ........................................... 5 WhenWe Do Not Renew ........................................................................................ 5 Conditions that apply to Coverage A Only ............................................................... 5 LegalAction Against Us .......................................................................................... 5 Duties In The Event Of Occurrence,Claim Or Suit ................................................. 5 SeparationOf Insureds ............................................................................................ 5 Conditions that apply to Coverage B Only ............................................................... 5 Appraisal .................................................................................................................. 5 NoBenefit To Bailee ................................................................................................ 6 Insured's Duties In The Event Of A Loss ................................................................. 6 LegalAction Against Us .......................................................................................... 6 Paymentof Loss ...................................................................................................... 6 SECTION V— DEFINITIONS ......................................................................................... 6 CG TO 40 02 19 COMMERCIAL GENERAL LIABILITY RAILROAD PROTECTIVE LIABILITY COVERAGE FORM Various provisions in this policy restrict coverage. (2) The "bodily injury" or "property damage" Read the entire policy carefully to determine rights, arises out of acts or omissions at the"job duties and what is and is not covered. location" which are related to or are in Throughout this policy the words "you" and "your" connection with the "work" described in refer to the Named Insured shown in the the Declarations. Declarations. The words "we", "us" and "our" refer to c. Damages because of "bodily injury" include the company providing this insurance. damages claimed by any person or The word "insured" means any person or organization for care, loss of services or organization qualifying as such under Section II — death resulting at any time from the "bodily Who Is An Insured. injury". Other words and phrases that appear in quotation 2. Exclusions marks have special meaning. Refer to Section V — This insurance does not apply to: Definitions. a. Expected Or Intended Injury SECTION I—COVERAGES "Bodily injury" or "property damage" COVERAGE A — BODILY INJURY AND expected or intended from the standpoint of PROPERTY DAMAGE LIABILITY the insured. This exclusion does not apply to 1. Insuring Agreement "bodily injury" resulting from the use of reasonable force to protect persons or a. We will pay those sums that the insured property. becomes legally obligated to pay as damages because of "bodily injury" or b. Contractual Liability "property damage" to which this insurance "Bodily injury" or "property damage" for applies. We will have the right and duty to which the insured is obligated to pay defend the insured against any"suit" seeking damages by reason of the assumption of those damages. However, we will have no liability in a contract or agreement. This duty to defend the insured against any "suit" exclusion does not apply to liability for seeking damages for "bodily injury" or damages assumed in a contract or "property damage" to which this insurance agreement that is a "covered contract". does not apply. We may, at our discretion, investigate any occurrence and settle any c. Completed Work claim or"suit"that may result. But: "Bodily injury" or "property damage" (1) The amount we will pay for damages is occurring after the "work" is completed. The limited as described in Section III — 'Work" will be deemed completed at the Limits Of Insurance; and earliest of the following times: (2) Our right and duty to defend ends when (1) When all the "work" called for in the we have used up the applicable limit of "contractor's" contract has been insurance in the payment of judgments completed. or settlements. (2) When all the "work" to be done at the No other obligation or liability to pay sums or "job location" has been completed. perform acts or services is covered unless (3) When that part of the "work" done at the explicitly provided for under Supplementary "job location" has been put to its Payments—Coverage A. intended use by you, the governmental b. This insurance applies to "bodily injury" and authority or other contracting party. "property damage" only if: This exclusion does not apply to "bodily (1) The "bodily injury" or "property damage" injury" or "property damage" resulting from occurs during the policy period; and the existence of or removal of tools, CG 00 35 0413 © Insurance Services Office, Inc., 2012 Page 1 of 7 COMMERCIAL GENERAL LIABILITY uninstalled equipment or abandoned or (4) On which you or "contractors" working unused materials. directly or indirectly on any insured's d. Acts Or Omissions Of Insured behalf are performing operations if the "Bodily injury" or"property damage", the sole operations are to test for, monitor, clean proximate cause of which is an act or up, remove, contain, treat, detoxify or omission of any insured other than acts or neutralize, or in any way respond to, or omissions of any of "your designated assess the effects of,"pollutants". employees".This exclusion does not apply to g• Damage To Owned, Leased Or Entrusted injury or damage sustained at the "job Property location" by any of "your designated "Property damage" to property owned by you employees" or employee of the "contractor", or leased or entrusted to you under a lease or by any employee of the governmental or trust agreement. authority or any other contracting parry (other h. War than you) specified in the Declarations. "Bodily injury" or "property damage", e. Workers' Compensation And Similar however caused, arising, directly or Laws indirectly, out of: Any obligation of the insured under a (1) War, including undeclared or civil war; workers' compensation, disability benefits or (2) Warlike action by a military force, unemployment compensation law or any including action in hindering or defending similar law. This exclusion does not apply to against an actual or expected attack, by any obligation of the insured under the any government, sovereign or other Federal Employers Liabil iry Act, as authority using military personnel or amended. other agents; or f. Pollution (3) Insurrection, rebellion, revolution, "Bodily injury" or "property damage" arising usurped power, or action taken by out of the actual, alleged or threatened governmental authority in hindering or discharge, dispersal, seepage, migration, defending against any of these. release or escape of "pollutants" at or from COVERAGE B — PHYSICAL DAMAGE TO the "job location": PROPERTY (1) Due to the past or present use of the"job 1. Insuring Agreement location" by you or for you or others for We will pay for "physical damage to property" to the handling, storage, disposal, which this insurance applies. The "physical processing or treatment of waste; or damage to property"must occur during the policy (2) Due to the dumping or disposal of waste period. The "physical damage to property" must on the "job location" by the "contractor" arise out of acts or omissions at the"job location" with the knowledge of you or any of which are related to or in connection with the "your designated employees"; or 'Work" described in the Declarations. The (3) On which you or "contractors" working property must be owned by or leased or directly or indirectly on any insured's entrusted to you under a lease or trust behalf are performing operations if the agreement. "pollutants" are brought on or to the "job 2. Exclusions location" in connection with such This insurance does not apply to "physical operations by you, the "contractor" or damage to property": "your designated employee". However, a. Completed Work this subparagraph does not apply to: Occurring after the "work" is completed. The (a) "Bodily injury" or "property damage" 'work" will be deemed completed at the arising out of fuels or lubricants for earliest of the following times: equipment used at the"job location". (1) When all the "work" called for in the (b) "Bodily injury" or "property damage" "contractor's" contract has been arising out of heat, smoke or fumes completed. from a "hostile fire". Page 2 of 7 © Insurance Services Office, Inc., 2012 CG 00 35 0413 COMMERCIAL GENERAL LIABILITY (2) When all the "work" to be done at the 7. Prejudgment interest awarded against the "job location"has been completed. insured on that part of the judgment we pay. If (3) When that part of the "work" done at the we make an offer to pay the applicable limit of "job location" has been put to its insurance, we will not pay any prejudgment intended use by you, the governmental interest based on that period of time after the authority or other contracting party. offer. This exclusion does not apply to "physical These payments will not reduce the limits of damage to property" resulting from the insurance. existence of tools, uninstalled equipment or SECTION II—WHO IS AN INSURED abandoned or unused materials. 1. You are an insured. b. Acts Or Omissions Of Insured 2. Your "executive officers" and directors are The sole proximate cause of which is an act insureds, but only with respect to their duties as or omission of any insured other than acts or your officers and directors. omissions of any of "your designated 3. Your stockholders are insureds, but only with employees". respect to their liability as stockholders. c. Nuclear Incidents Or Conditions 4. Any railroad operating over your tracks is an Due to nuclear reaction, nuclear radiation or insured. radioactive contamination or to any related SECTION III—LIMITS OF INSURANCE act or condition. 1. The Limits of Insurance shown in the d. Pollution Declarations and the rules below fix the most we Due to the discharge, dispersal, seepage, will pay regardless of the number of: migration, release or escape of "pollutants" a. Insureds; excluded under Exclusion f. Pollution, b. Claims made or"suits" brought; or Coverage A. c. Persons or organizations making claims or SUPPLEMENTARY PAYMENTS—COVERAGE A bringing "suits". We will pay, with respect to any claim we investigate 2. The Aggregate Limit is the most we will pay for or settle,or any "suit" against an insured we defend: the sum of all damages because of all "bodily 1. All expenses we incur. injury", all "property damage" and all "physical 2. All court costs taxed against the insured in the damage to property". "suit". However, these payments do not include 3. Subject to Paragraph 2. above, the Each attorneys' fees or attorneys' expenses taxed Occurrence Limit is the most we will pay for the against the insured. sum of all damages because of all "bodily injury", all "property damage" and all "physical damage 3. All interest on the full amount of any judgment to property"arising out of any one occurrence. that accrues after entry of the judgment and 4. Subject to Paragraph 3. above, the payment for before we have paid, offered to pay, or deposited '.physical damage to property" shall not exceed in court the part of thejudgment that is within the the lesser of: applicable limit of insurance. a. The actual cash value of the property at the 4. The cost of bonds to release attachments, but time of loss; or only for bond amounts within the applicable limit b. The cost to repair or replace the property of insurance. We do not have to furnish these with other property of like kind or quality. bonds. 5. Expenses incurred by the insured for first aid The Limits of Insurance of this Coverage Part apply separately to each consecutive annual period and to administered to others at the time of an accident, any remaining period of less than 12 months, starting for"bodily injury"to which this insurance applies. with the beginning of the policy period shown in the 6. All reasonable expenses incurred by the insured Declarations, unless the policy period is extended at our request to assist us in the investigation or after issuance for an additional period of less than 12 defense of the claim or "suit", including actual months. In that case, the additional period will be loss of earnings up to $250 a day because of deemed part of the last preceding period for time off from work. purposes of determining the Limits of Insurance. CG 00 35 0413 © Insurance Services Office, Inc., 2012 Page 3 of 7 COMMERCIAL GENERAL LIABILITY SECTION IV—CONDITIONS b. We are not obligated to make A. The following Conditions apply to Coverages A inspections, surveys, reports or and B• recommendations and any such actions we do undertake relate only to 1. Assignment insurability and the premiums to be Assignment of interest under this Coverage charged. We do not make safety Part shall not bind us unless we issue an inspections. We do not undertake to endorsement consenting to the assignment. perform the duty of any person or 2. Bankruptcy organization to provide for the health or safety of workers or the public. And we Bankruptcy or insolvency of the insured or of do not warrant that conditions: the insured's estate will not relieve us of our obligations under this Coverage Part. (1) Are safe or healthful; or 3. Cancellation (2) Complywith laws, regulations, codes or standards. a. You may cancel this policy by mailing or delivering to us advance written notice of c. Paragraphs a. and b. of this condition cancellation. apply not only to us, but also to any rating, advisory, rate service or similar b. We may cancel this policy by mailing or organization which makes insurance delivering to you, the "contractor" and inspections, surveys, reports or any involved governmental authority or recommendations. other contracting parry designated in the Declarations, at the respective mailing d. Paragraph b. of this condition does not addresses last known to us, written apply to any inspections, surveys, notice of cancellation at least 60 days reports or recommendations we may before the effective date of cancellation. make relative to certification, under state or municipal statutes, ordinances or c. Notice of cancellation will state the regulations, of boilers, pressure vessels effective date of cancellation. The policy or elevators. period will end on that date. 6. Other Insurance d. If this policy is cancelled, any unearned premium will be refunded. If we cancel, The insurance afforded by this policy is: the refund will be pro rata. If you cancel, a. Primary insurance and we will not seek the refund may be less than pro rata. contribution from any other insurance The cancellation will be effective even if available to you except if the other we have not made or offered a refund. insurance is provided by a contractor e. If notice is mailed, proof of mailing will be other than the designated contractor for sufficient proof of notice. the same operation and "job location"; 4. Changes and This policy contains all the agreements b. If the other insurance is available, we will between you and us concerning the share with that other insurance by the insurance afforded. You are authorized to method described below. make changes in the terms of this policy with If all of the other insurance permits our consent. This policy's terms can be contribution by equal shares, we will amended or waived only by endorsement follow this method also. Under this issued by us and made a part of this policy. approach, each insurer contributes equal S. Inspections And Surveys amounts until it has paid its applicable a. We have the right to: limit of insurance or none of the loss (1) Make inspections and surveys at any remains, whichever comes first. time; If any of the other insurance does not permit contribution by equal shares, we (2) Give you reports on the conditions will contribute by limits. Under this we find; and method, each insurer's share is based (3) Recommend changes. on the ratio of its applicable limit of Page 4 of 7 C Insurance Services Office, Inc., 2012 CG 00 35 0413 COMMERCIAL GENERAL LIABILITY insurance to the total applicable limits of b. To sue us on this policy unless all of its insurance of all insurers. terms have been fully complied with. 7. Premium And Premium Audit A person or organization may sue us to a. We will compute all premiums for this recover on an agreed settlement or on a final Coverage Part in accordance with our judgment against an insured; but we will not rules and rates. be liable for damages that are not payable under the terms of this policy or that are in b. Contract cost, the premium base shown excess of the applicable limit of insurance. in the Declarations, means the total cost An agreed settlement means a settlement of the operations described in the and release of liability signed by us, the Declarations. insured and the claimant or the claimant's c. The premium shown in the Declarations legal representative. as advance premium is a deposit 2. Duties In The Event Of Occurrence, Claim premium only. At the close of each audit Or Suit period we will compute the earned premium for that period and send notice a. You must see to it that we are notified as to the "contractor" designated in the soon as practicable of an occurrence Declarations. The due date for audit and which may result in a claim. To the retrospective premiums is the date extent possible, notice should include: shown as the due date on the bill. If the (1) How, when and where the sum of the advance and audit premiums occurrence took place; paid for the policy period is greater than (2) The names and addresses of any the earned premium, we will return the injured persons and witnesses; and excess to the contractor designated in the Declarations. (3) The nature and location of any injury In no event shall the payment of premium be or damage arising out of the your obligation. occurrence. S. Transfer Of Rights Of Recovery Against b. If a claim is made or "suit" is brought Others To Us against any insured,you must: If the insured has rights to recover all or part (1) Immediately record the specifics of the claim or "suit" and the date of any payment we have made under this received; and policy,those rights are transferred to us.The insured must do nothing after loss to impair (2) Notify us as soon as practicable. them. At our request, the insured will bring You must see to it that we receive "suit" or transfer those rights to us and help written notice of the claim or "suit" as us enforce them. soon as practicable. 9. When We Do Not Renew c. You and any other involved insured If we decide not to renew this Coverage Part, must: we will mail or deliver to the first Named (1) Immediately send us copies of any Insured shown in the Declarations written demands, notices, summonses or notice of the nonrenewal not less than 30 legal papers received in connection days before the expiration date. with the claim or"suit"; If notice is mailed, proof of mailing will be (2) Authorize us to obtain records and sufficient proof of notice. other information; B. The following Conditions apply to Coverage A (3) Cooperate with us in the only: investigation or settlement of the 1. Legal Action Against Us claim or defense against the "suit"; and No person or organization has a right under this policy: (4) Assist us, upon our request, in the a. To join us as a party or otherwise bring enforcement of any right against any us into a "suit" asking for damages from person or organization which may be an insured; or liable to the insured because of CG 00 35 04 13 © Insurance Services Office, Inc., 2012 Page 5 of 7 COMMERCIAL GENERAL LIABILITY injury or damage to which this b. Submit to us, as soon after the loss as insurance may also apply. possible, your sworn proof of loss d. No insured will, except at that insured's containing the information we request to own cost, voluntarily make a payment, settle the loss and, at our request, make assume any obligation, or incur any available the damaged property for expense, other than for first aid, without examination. our consent. 4. Legal Action Against Us 3. Separation Of Insureds No person or organization has a right under Except with respect to the Limits of Insurance, this policy to sue us on this policy unless all this insurance applies: of its terms have been fully complied with and until 30 days after proof of loss is filed a. As if each Named Insured were the only and the amount of loss is determined as Named Insured; and provided in this policy. b. Separately to each insured against whom 5. Payment Of Loss claim is made or "suit" is brought. We may pay for the loss in money, but there C. The following Conditions apply to Coverage B can be no abandonment of any property to only: us. 1. Appraisal SECTION V— DEFINITIONS If you fail to agree with us on the value of the 1. "Bodily injury" means bodily injury, sickness or property, or the amount of loss, either you or disease sustained by a person, including death we may make written demand for an resulting from any of these at any time. appraisal of the loss within 60 days after 2. "Contractor" means the contractor designated in proof of loss is filed. In this event, each party the Declarations and includes all subcontractors will select a competent appraiser. The two working directly or indirectly for that "contractor" appraisers will select a competent and but does not include you. impartial umpire. The appraisers will state separately the value of the property and the 3. "Covered contract" means any contract or amount of loss. If they fail to agree, they will agreement to carry a person or property for a submit their differences to the umpire. A charge or any interchange contract or agreement decision agreed to by any two will be respecting motive power, or rolling stock binding. Each party will: equipment. a. Pay its chosen appraiser; and 4. "Executive officer" means a person holding any of the officer positions created by your charter, b. Bear the other expenses of the appraisal constitution, bylaws or any other similar and umpire equally. governing document. If we submit to an appraisal, we still retain S. "Hostile fire" means one which becomes our right to deny the claim. uncontrollable or breaks out from where it was 2. No Benefit To Bailee intended to be. No person or organization, other than you, 6. "Job location" means the job location designated having custody of the property will benefit in the Declarations including any area directly from this insurance. related to the "work" designated in the 3. Insured's Duties In The Event Of A Loss Declarations. "Job location" includes the ways You must: next to it. a. Protect the roe whether or not the 7• "Physical damage to property" means direct and property, accidental loss of or damage to rolling stock and loss is covered by this policy.Any further their contents, mechanical construction loss due to your failure to protect the equipment or motive power equipment, railroad property shall not be recoverable under tracks, roadbeds, catenaries, signals, bridges or this policy. Reasonable expenses buildings. incurred in affording such protection shall be deemed to be incurred at our 8. "Pollutants" means any solid, liquid, gaseous or request; and thermal irritant or contaminant, including smoke, Page 6 of 7 © Insurance Services Office, Inc., 2012 CG 00 35 04 13 COMMERCIAL GENERAL LIABILITY vapor, soot, fumes, acids, alkalis, chemicals and b. Any other alternative dispute resolution waste. Waste includes material to be recycled, proceeding in which such damages are reconditioned or reclaimed. claimed and to which the insured submits 9. "Property damage"means: with our consent. "Work" means work or operations performed by a. Physical injury to tangible property, including 11. the "contractor" including materials, parts or all resulting loss of use of that property. All equipment furnished in connection with the work such loss of use shall be deemed to occur at the time of the physical injury that caused it; or operations. or 12. "Your designated employee"means: b. Loss of use of tangible property that is not a. Any supervisory employee of yours at the physically injured. All such loss of use shall "job location"; be deemed to occur at the time of the b. Any employee of yours while operating, occurrence that caused it. attached to or engaged on work trains or 10. "Suit" means a civil proceeding in which other railroad equipment at the "job location" damages because of "bodily injury" or "property which are assigned exclusively to the ; or damage" to which this insurance applies are contractor alleged. "Suit" includes: c. Any employee of yours not described in Paragraph a. or b. above who is specifically a. An arbitration proceeding in which such loaned or assigned to the work of the damages are claimed and to which the "contractor"for the prevention of accidents or insured must submit or does submit with our protection of property. consent; or CG 00 35 0413 © Insurance Services Office, Inc., 2012 Page 7 of 7 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CHANGE ENDORSEMENT This endorsement modifies insurance provided under the following: RAILROAD PROTECTIVE LIABILITY COVERAGE PART A. Condition 4. Changes of CONDITIONS (Section or waived only by endorsement issued by us IV) is replaced by the following: and made a part of this policy, and by mailing 4. Changes or delivering to you, the "Contractor' and any This policy contains all the agreements be- involved governmental authority or other tween you and us concerning the insurance contracting party designated in the Declara- tions, at the respective mailing addresses afforded. You are authorized to make last known to us, written notice of change at changes in the terms of this policy with our least 60 days before the effective date of consent. This policy's terms can be amended change. CG D2 15 01 99 Copyright,The Travelers Indemnity Company, 1999 Page 1 of 1 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY LIMITED SEEPAGE, POLLUTION AND CONTAMINATION COVERAGE ENDORSEMENT This endorsement modifies insurance provided under the following: RAILROAD PROTECTIVE LIABILITY COVERAGE PART The following is added to Exclusion f. of COVERAGE of or damage to sub-surface oil, gas or any other A(Section 1): substance; This exclusion does not apply to the liability of the 2. any site or location used in whole or in part for insured resulting from seepage and/or pollution the handling, processing, treatment, storage, dis- and/or contamination caused solely by: posal, or dumping of any waste materials or sub- a. an unintended fire, lightning or explosion; or stances; b. a collision or overturning of a road vehicle; or 3. the cost of evaluating and/or monitoring and/or C. a collision or overturning or derailment of a train. controlling seeping and/or polluting and/or con- taminating substances; Notwithstanding the foregoing it is agreed that the 4. the cost of removing and/or nullifying and/or coverage provided by this endorsement shall not cleaning up seeping and/or polluting and/or con- apply to: taminating substances on property at any time 1. loss of, damage to or loss of use of property owned and/or leased and/or rented by the insured directly or indirectly resulting from sub-surface and/or under the control of the insured. operations of the insured, and/or removal of loss CG D2 16 01 99 Copyright, The Travelers Indemnity Company, 1999 Page 1 of 1 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EXCLUSION - SILICA OR SILICA-RELATED DUST This endorsement modifies insurance provided under the following: OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART SPECIAL PROTECTIVE AND HIGHWAY LIABILITY POLICY— NEW YORK DEPARTMENT OF TRANSPORTATION PROVISIONS (1) Any supervision, instructions, recommenda- 1. The following exclusion is added to Paragraph 2., tions, warnings or advice given or which Exclusions, of either SECTION I — COVERAG- should have been given in connection with ES — BODILY INJURY AND PROPERTY DAM- the above; and AGE LIABILITY, SECTION I — COVERAGES — (2) Any obligation to share damages with or re- COVERAGE A BODILY INJURY AND PROP- pay someone else who must pay damages ERTY DAMAGE LIABILITY or SECTION I — because of such "bodily injury" or "property COVERAGES — PRODUCTS/COMPLETED OP- damage". ERATIONS BODILY INJURY AND PROPERTY DAMAGE LIABILITY, whichever section is in- 2• The following is added to the DEFINITIONS Sec- cluded in the Coverage Part: tion: Silica Or Silica-Related Dust "Silica" means silicon dioxide (occurring in crystal- "Bodily injury" or "property damage" arising out of line, amorphous and impure forms), silica parti- the actual, alleged or threatened discharge, dis- cles, silica dust or silica compounds. persal, emission, release, escape, handling, con- "Silica-related dust" means a mixture or combina- tact with, exposure to or inhalation or respiration tion of"silica" and other dust or particles. of "silica" or "silica-related dust". This includes, but is not limited to: CG D3 58 09 15 ©2015 The Travelers Indemnity Company.All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc.with its permission. COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EXCLUSION - LEAD This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART OWNERS AND CONTRACTORS LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART CATASTROPHE UMBRELLA POLICY PROVISIONS 2. Any obligation to share damages, losses, costs, This insurance does not apply to any injury, damage, payments or expenses with or repay someone loss, cost, payment or expense, including, but not else who must make payment because of such limited to, defense and investigation, of any kind aris- injury or damage, loss, cost, payment or ex- ing out of, resulting from, caused by or contributed to pense; or by the actual or alleged presence or actual, al- 3. Any request, order or requirement to abate, leged or threatened dispersal, release, ingestion, in- mitigate, remediate, contain, remove or dispose halation or absorption of lead, lead compounds or of lead, lead compounds or materials or sub- lead which is or was contained or incorporated into any stances containing lead. material or substance. This exclusion applies, but is not limited to: 1. Any supervision, instructions, recommendations, warnings or advice given in connection with the above; CG DO 76 06 93 Page 1 of 1 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY EXCLUSION - ASBESTOS This endorsement modifies insurance provided under the following: MEDICAL AND BIOTECHNOLOGY PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART The following exclusion is added to Paragraph 2., Products/Completed Operations Liability Coverage Exclusions, of SECTION I — COVERAGES — Form, if included in your policy: BODILY INJURY AND PROPERTY DAMAGE Asbestos LIABILITY of the Owners And Contractors Protective Liability Coverage Form, SECTION I — "Bodily injury" or "property damage" arising out of the COVERAGES — COVERAGE A — BODILY INJURY actual or alleged presence or actual, alleged or AND PROPERTY DAMAGE LIABILITY of the threatened dispersal of asbestos, asbestos fibers or Railroad Protective Liability Coverage Form and products containing asbestos, provided that the SECTION I—COVERAGES—PRODUCTS/COMPLETED "bodily injury" or "property damage" is caused or OPERATIONS — BODILY INJURY AND contributed to by the hazardous properties of PROPERTY DAMAGE LIABILITY of the asbestos. This includes any obligation to share damages with or repay someone else who must pay Products/Completed Operations Liability Coverage damages because of such "bodily injury" or "property Form or the Medical And Biotechnology damage". CG T4 78 02 19 ©2017 The Travelers Indemnity Company.All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WASHINGTON CHANGES This endorsement modifies insurance provided under the following: RAILROAD PROTECTIVE LIABILITY COVERAGE PART A. Paragraph 3. Cancellation of Section IV — Con- d. If this policy is cancelled, we will send you ditions is replaced by the following: any premium refund due. If we cancel, 3. Cancellation the refund will be pro rata. If you cancel, the refund will be at least 90% of the pro a. You may cancel this policy by notifying us rata refund. The cancel Iation wil I be effec- or the insurance producer in one of the tive even if we have not made or offered following ways: a refund. (1) Written notice by mail, fax or email; e. If notice is mailed, proof of mailing will be (2) Surrender of the policy or binder; or sufficient proof of notice. (3) Verbal notice. B. Paragraph 9. When We Do Not Renew of Sec- Upon receipt of such notice, we will can- tion IV—Conditions is replaced by the following: cel this policy or any binder issued as 9. When We Do Not Renew evidence of coverage, effective on the We may elect not to renew this Coverage later of the following: Part by mailing or delivering written notice of (1) The date on which notice is received nonrenewal to you, your agent or broker, the or the policy or binder is surrendered; "contractor", any other involved governmental or authority or other contracting party desig- (2) The date of cancellation requested by nated in the Declarations and any pledgee or you. other person shown in this policy to have an interest in any loss which may occur under b. We may cancel this Coverage Part by this policy, at the respective mailing ad- mailing or delivering to you,your agent or dresses last known to us, provided that we broker, the "contractor" and any involved give at least 45 days written notice of nonre- governmental authority or other contract- newal, including the actual reason for nonre- ing party designated in the Declarations, newal. and any pledgee or other person shown in this policy to have an interest in any Otherwise, we will renew this Coverage Part loss which may occur under this policy, unless: written notice of cancellation, including a. The "contractor" fails to pay the renewal the actual reason for the cancellation, at premium after we have expressed our the respective mailing addresses last willingness to renew, including a state- known to us, at least: ment of the renewal premium, to you, (1) 10 days before the effective date of your agent or broker, the "contractor" and cancellation if we cancel for nonpay- any involved governmental authority or ment of premium; or other contracting party designated in the Declarations, at least 20 days before the (2) 45 days before the effective date of expiration date; or cancellation if we cancel for any other reason. b. Other coverage acceptable to the insured has been procured prior to the expiration c. Notice of cancellation will state the effec- date of the policy. tive date of cancellation. The policy pe- riod wil I end on that date. C. The Appraisal Condition of Section IV — Conditions does not apply. CG 28 54 08 10 © Insurance Services Office, Inc., 2010 Page 1 of 1 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WASHINGTON CHANGES - APPRAISAL This endorsement modifies insurance provided under the following: RAILROAD PROTECTIVE LIABILITY COVERAGE PART Paragraph CA., APPRAISAL of CONDITIONS (Sec- may request that the selection be made by a tion IV) applicable to Coverage B is replaced by the judge of a court having jurisdiction. The ap- following: praisers will state separately the value of the property and the amount of loss. If they fail to 1. Appraisal agree, they will submit their differences to the If we and you disagree on the value of the umpire. A decision agreed to by any two will be property, or the amount of loss, either you or we binding. Each party will: may make a written demand for an appraisal of the loss within sixty (60) days after proof of loss a. Pay its chosen appraiser; and, is filed. In this event, each party will select a b. Bear the other expenses of the appraisal and competent and impartial appraiser. The two ap- umpire equally. praisers will select a competent and impartial umpire. If they fail to agree on an umpire, either CG 29 64 03 90 Copyright, Insurance Services Office, Inc., 1990 Page 1 of 1 INTERLINE ENDORSEMENTS INTERLINE ENDORSEMENTS THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. FEDERAL TERRORISM RISK INSURANCE ACT DISCLOSURE This endorsement applies to the insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CYBERFIRST ESSENTIALS GENERAL PROVISIONS FORM CYBERFIRST GENERAL PROVISIONS FORM EMPLOYEE BENEFITS LIABILITY COVERAGE PART EMPLOYMENT-RELATED PRACTICES LIABILITY COVERAGE PART EMPLOYMENT PRACTICES LIABILITY+WITH IDENTITY FRAUD EXPENSE REIMBURSEMENT COVERAGE PART ENVIRONMENTAL HAZARD POLICY EXCESS FOLLOW-FORM AND UMBRELLA LIABILITY INSURANCE EXCESS (FOLLOWING FORM) LIABILITY INSURANCE LAW ENFORCEMENT LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART MANUFACTURERS ERRORS AND OMISSIONS LIABILITY COVERAGE PART MEDFIRST PRODUCTS/COMPLETED OPERATIONS, ERRORS AND OMISSIONS, AND INFORMATION SECURITY LIABILITY COVERAGE FORM OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART PUBLIC ENTITY MANAGEMENT LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART SPECIAL PROTECTIVE AND HIGHWAY LIABILITY POLICY—NEW YORK DEPARTMENT OF TRANSPORTATION TRIBAL BUSINESS MANAGEMENT LIABILITY COVERAGE PART Any other Commercial Liability coverage included in this policy that is subject to the federal Terrorism Risk Insurance Act of 2002 as amended PROVISIONS Insured Losses in excess of each Insurer's "Insurer The federal Terrorism Risk Insurance Act of 2002 as Deductible" (as defined in TRIA, subject to the "program Trigger" (as defined in TRIA). In no event, amended ("TRIA") establishes a program under which however, will the Federal Government be required to the Federal Government may partially reimburse pay any portion of the amount of such Insured Losses "Insured Losses" (as defined in TRIA) caused by occurring in a calendar year that in the aggregate "Acts Of Terrorism" (as defined in TRIA). Act Of exceeds $100 billion, nor will any Insurer be required Terrorism is defined in Section 102(1) of TRIA to to pay any portion of such amount provided that such mean any act that is certified by the Secretary of the Insurer has met its Insurer Deductible. Therefore, if Treasury — in consultation with the Secretary of such Insured Losses occurring in a calendar year Homeland Security and the Attorney General of the exceed $100 billion in the aggregate, the amount of United States — to be an act of terrorism; to be a any payments by the Federal Government and any violent act or an act that is dangerous to human life, coverage provided by this policy for losses caused by property, or infrastructure; to have resulted in damage Acts Of Terrorism may be reduced. within the United States, or outside the United States For each coverage provided by this policy that applies in the case of certain air carriers or vessels or the to such Insured Losses, the charge for such Insured premises of a United States Mission; and to have Losses is included in the premium for such coverage. been committed by an individual or individuals as part The charge for such Insured Losses that has been of an effort to coerce the civilian population of the included for each such coverage is the percentage of United States or to influence the policy or affect the the premium for such coverage indicated below, and conduct of the United States Government by does not include any charge for the portion of such coercion. Insured Losses covered by the Federal Government The Federal Government's share of compensation for under TRIA: such Insured Losses is 80% of the amount of such 1%. IL T3 68 01 21 ©2020 The Travelers Indemnity Company.All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.with its permission. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT OF COMMON POLICY CONDITIONS - PROHIBITED COVERAGE - UNLICENSED INSURANCE AND TRADE OR ECONOMIC SANCTIONS This endorsement modifies insurance provided under the following: ALL COVERAGES INCLUDED IN THIS POLICY The following is added to the Common Policy Condi- b. The furnishing of certificates or other evi- tions: dence of insurance in any country or jurisdic- Prohibited Coverage—Unlicensed Insurance tion in which we are not licensed to provide 1. With respect to loss sustained by any insured, or insurance. loss to any property, located in a country or juris- Prohibited Coverage — Trade Or Economic Sanc- diction in which we are not licensed to provide tions this insurance, this insurance does not apply to We will provide coverage for any loss, or otherwise the extent that insuring such loss would violate will provide any benefit, only to the extent that provid- the laws or regulations of such country or jurisdic- ing such coverage or benefit does not expose us or tion. any of our affiliated or parent companies to: 2. We do not assume responsibility for: 1. Any trade or economic sanction under any law or a. The payment of any fine,fee, penalty or other regulation of the United States of America; or charge that may be imposed on any person 2. Any other applicable trade or economic sanction, or organization in any country or jurisdiction because we are not licensed to provide insur- ance in such country or jurisdiction; or IL T4 12 03 15 ©2014 The Travelers Indemnity Company.All rights reserved. Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CAP ON LOSSES FROM CERTIFIED ACTS OF TERRORISM This endorsement modifies insurance provided under the following: BOILER AND MACHINERY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL INLAND MARINE COVERAGE PART COMMERCIAL PROPERTY COVERAGE PART CYBERFIRST ESSENTIALS GENERAL PROVISIONS FORM CYBERFIRST GENERAL PROVISIONS FORM DELUXE PROPERTY COVERAGE PART EMPLOYEE BENEFITS LIABILITY COVERAGE PART EMPLOYMENT-RELATED PRACTICES LIABILITY COVERAGE PART EMPLOYMENT PRACTICES LIABILITY+WITH IDENTITY FRAUD EXPENSE REIMBURSEMENT COVERAGE PART ENVIRONMENTAL HAZARD POLICY EQUIPMENT BREAKDOWN COVERAGE PART EXCESS FOLLOW-FORM AND UMBRELLA LIABILITY INSURANCE EXCESS (FOLLOWING FORM) LIABILITY INSURANCE LAW ENFORCEMENT LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART MANUFACTURERS ERRORS AND OMISSIONS LIABILITY COVERAGE PART MEDFIRST PRODUCTS/COMPLETED OPERATIONS, ERRORS AND OMISSIONS,AND INFORMATION SECURITY LIABILITY COVERAGE FORM OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART PUBLIC ENTITY MANAGEMENT LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART SPECIAL PROTECTIVE AND HIGHWAY LIABILITY POLICY- NEW YORK DEPARTMENT OF TRANSPORTATION TRAVELERS PROPERTY COVERAGE PART TRIBAL BUSINESS MANAGEMENT LIABILITY COVERAGE PART Any other Coverage Part or Coverage Form included in this policy that is subject to the federal Terrorism Risk Insurance Act of 2002 as amended The following is added to this policy. This provision "Certified act of terrorism" means an act that is can limit coverage for any loss arising out of a certified by the Secretary of the Treasury, in "certified act of terrorism" if such loss is otherwise accordance with the provisions of"TRIA", to be an act covered by this policy. This provision does not apply if of terrorism pursuant to "TRIA". The criteria contained and to the extent that coverage for the loss is in "TRIA" for a "certified act of terrorism" include the excluded or limited by an exclusion or other coverage following: limitation for losses arising out of "certified acts of 1. The act resulted in insured losses in excess of$5 terrorism" in another endorsement to this policy. million in the aggregate, attributable to all types of If aggregate insured losses attributable to "certified insurance subject to"TRIA"; and acts of terrorism" exceed $100 billion in a calendar 2, The act is a violent act or an act that is dangerous year and we have met our insurer deductible under to human life, property or infrastructure and is "TRIA", we will not be liable for the payment of any committed by an individual or individuals as part portion of the amount of such losses that exceeds of an effort to coerce the civilian population of the $100 billion, and in such case, insured losses up to United States or to influence the policy or affect that amount are subject to pro rata allocation in the conduct of the United States Government by accordance with procedures established by the coercion. Secretary of the Treasury. "TRIA" means the federal Terrorism Risk Insurance Act of 2002 as amended. IL T4 14 01 21 C 2020 The Travelers Indemnity Company.All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.with its permission. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NUCLEAR ENERGY LIABILITY EXCLUSION ENDORSEMENT (Broad Form) This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART FARM COVERAGE PART LIQUOR LIABILITY COVERAGE PART MEDICAL PROFESSIONAL LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY 1. The insurance does not apply: "hazardous properties" of "nuclear material", A. Under any Liability Coverage, to "bodily in- if: jury" or"property damage": (1) The "nuclear material" (a) is at any "nu- (1) With respect to which an "insured" under clear facility"owned by, or operated by or the policy is also an insured under a nu- on behalf of, an "insured"or(b) has been clear energy liability policy issued by Nu- discharged or dispersed therefrom; clear Energy Liability Insurance Associa- (2) The "nuclear material" is contained in tion, Mutual Atomic Energy Liability Un- "spent fuel" or "waste" at any time pos- derwriters, Nuclear Insurance Association sessed, handled, used, processed, of Canada or any of their successors, or stored, transported or disposed of, by or would be an insured under any such pol- on behalf of an "insured"; or icy but for its termination upon exhaustion (3) The "bodily injury" or "property damage" of its limit of liability; or arises out of the furnishing by an "in- (2) Resulting from the"hazardous properties" sured" of services, materials, parts or of "nuclear material' and with respect to equipment in connection with the plan- which (a) any person or organization is ning, construction, maintenance, opera- required to maintain financial protection tion or use of any "nuclear facility", but if pursuant to the Atomic Energy Act of such facility is located within the United 1954, or any law amendatory thereof, or States of America, its territories or pos- (b) the "insured" is, or had this policy not sessions or Canada, this exclusion (3) been issued would be, entitled to indem- applies only to"property damage"to such nity from the United States of America, or "nuclear facility" and any property thereat. any agency thereof, under any agreement 2. As used in this endorsement: entered into by the United States of "Hazardous properties" includes radioactive, toxic America, or any agency thereof, with any or explosive properties. person or organization. B. Under any Medical Payments coverage, to "Nuclear material' means "source material', "spe- expenses incurred with respect to "bodily in- cial nuclear material' or"by-product material'. jury"resulting from the"hazardous properties" "Source material', "special nuclear material', and of "nuclear material" and arising out of the "by-product material" have the meanings given operation of a "nuclear facility" by any person them in the Atomic Energy Act of 1954 or in any or organization. law amendatory thereof. C. Under any Liability Coverage, to "bodily in- "Spent fuel" means any fuel element or fuel com- jury" or "property damage" resulting from ponent, solid or liquid, which has been used or exposed to radiation in a "nuclear reactor". IL 00 2109 08 © ISO Properties, Inc., 2007 Page 1 of 2 "Waste" means any waste material (a) containing the total amount of such material in the "by-product material" other than the tailings or custody of the "insured" at the premises wastes produced by the extraction or concentra- where such equipment or device is lo- tion of uranium or thorium from any ore proc- cated consists of or contains more than essed primarily for its "source material" content, 25 grams of plutonium or uranium 233 or and (b) resulting from the operation by any per- any combination thereof, or more than son or organization of any "nuclear facility" in- 250 grams of uranium 235; cluded under the first two paragraphs of the defi- (d) Any structure, basin, excavation, prem- nition of"nuclear facility". ises or place prepared or used for the "Nuclear facility" means: storage or disposal of"waste"; (a) Any"nuclear reactor"; and includes the site on which any of the forego- (b) Any equipment or device designed or ing is located, all operations conducted on such used for (1) separating the isotopes of site and all premises used for such operations. uranium or plutonium, (2) processing or "Nuclear reactor" means any apparatus designed utilizing "spent fuel', or (3) handling, or used to sustain nuclear fission in a self- processing or packaging "waste"; supporting chain reaction or to contain a critical (c) Any equipment or device used for the mass of fissionable material. processing, fabricating or alloying of "Property damage" includes all forms of radioac- "special nuclear material' if at any time tive contamination of property. Page 2 of 2 © ISO Properties, Inc., 2007 IL 00 21 09 08 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WASHINGTON CHANGES - DEFENSE COSTS This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL LIABILITY UMBRELLA COVERAGE PART COMMERCIAL PROPERTY COVERAGE PART—LEGAL LIABILITY COVERAGE FORM COMMERCIAL PROPERTY COVERAGE PART—MORTGAGEHOLDER'S ERRORS AND OMISSIONS COVERAGE FORM ELECTRONIC DATA LIABILITY COVERAGE PART FARM COVERAGE PART FARM UMBRELLA LIABILITY POLICY LIQUOR LIABILITY COVERAGE PART MEDICAL PROFESSIONAL LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCT WITHDRAWAL COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK COVERAGE PART A. The provisions of Paragraph B. are added to all 5. Coverage C — Mortgageholder's Liability un- Insuring Agreements that set forth a duty to de- der the Mortgageholder's Errors And Omis- fend under: sions Coverage Form. 1. Section I of the Commercial General Liability, Paragraph B. also applies to any other provision Commercial Liability Umbrella, Electronic in the policy that sets forth a duty to defend. Data Liability, Farm, Liquor Liability, Owners B. If we initially defend an insured ("insured") or pay And Contractors Protective Liability, Pollution for an insured's ("insured's") defense but later de- Liability, Products/Completed Operations Li- termine that none of the claims ("claims"), for ability, Product Withdrawal, Medical Profes- which we provided a defense or defense costs, sional Liability, Railroad Protective Liability are covered under this insurance, we have the and Underground Storage Tank Coverage right to reimbursement for the defense costs we Parts, Auto Dealers Coverage Form and the have incurred. Farm Umbrella Liability Policy; The right to reimbursement under this provision 2. Section II under the Auto Dealers, Business will only apply to the costs we have incurred after Auto and Motor Carrier Coverage Forms; we notify you in writing that there may not be 3. Section III under the Auto Dealers and Motor coverage and that we are reserving our rights to Carrier Coverage Forms; terminate the defense or the payment of defense costs and to seek reimbursement for defense 4. Section A. Coverage under the Legal Liability costs. Coverage Form; and IL 01 23 11 13 © Insurance Services Office, Inc., 2013 Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NUCLEAR ENERGY LIABILITY EXCLUSION ENDORSEMENT (Broad Form) This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL LIABILITY UMBRELLA COVERAGE PART FARM COVERAGE PART FARM UMBRELLA LIABILITY POLICY LIQUOR LIABILITY COVERAGE PART MEDICAL PROFESSIONAL LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY 1. The insurance does not apply: C. Under any Liability Coverage, to "bodily in- A. Under any Liability Coverage, to "bodily in- jury" or "property damage" resulting from jury" or"property damage": "hazardous properties" of "nuclear material", if: (1) With respect to which an "insured" under Nu- the policy is also an insured under a nu- (1) The "nuclear material" (a) is at any "nu- clear energy liability policy issued by Nu- clear facility"owned by, or operated by or clear Energy Liability Insurance Associa- on behalf of, an "insured" or(b) has been tion, Mutual Atomic Energy Liability Un- derwriters, Nuclear Insurance Association (2) The "nuclear material" is contained in of Canada or any of their successors, or "spent fuel" or "waste" at any time pos- would be an insured under any such pol- sessed, handled, used, processed, icy but for its termination upon exhaustion stored, transported or disposed of, by or of its limit of liability; or on behalf of an "insured"; or (2) Resulting from the "hazardous properties" (3) The "bodily injury" or "property damage" of "nuclear material" and with respect to arises out of the furnishing by an "in- which (a) any person or organization is sured" of services, materials, parts or required to maintain financial protection equipment in connection with the plan- pursuant to the Atomic Energy Act of ning, construction, maintenance, opera- 1954, or any law amendatory thereof, or tion or use of any "nuclear facility", but if (b) the "insured" is, or had this policy not such facility is located within the United been issued would be, entitled to indem- States of America, its territories or pos- nity from the United States of America, or sessions or Canada, this Exclusion (3) any agency thereof, under any agreement applies only to "property damage"to such entered into by the United States of "nuclear facility" and any property thereat. America, or any agency thereof, with any 2. As used in this endorsement: person or organization. "Hazardous properties" includes radioactive, toxic B. Under any Medical Payments Coverage, to or explosive properties; expenses incurred with respect to "bodily in- jury" resulting from the"hazardous properties" "Nuclear material" means "source material", of "nuclear material" and arising out of the "Special nuclear material" or "by-product mate- operation of a "nuclear facility" by any person rial"; or organization. "Source material", "special nuclear material", and "by-product material" have the meanings given IL 0198 09 08 © ISO Properties, Inc., 2007 Page 1 of 2 them in the Atomic Energy Act of 1954 or in any (c) Any equipment or device used for the proc- law amendatory thereof; essing, fabricating or alloying of "special nu- "Spent fuel" means any fuel element or fuel com- clear material" if at any time the total amount ponent, solid or liquid, which has been used or of such material in the custody of the "in- exposed to radiation in a "nuclear reactor"; sured" at the premises where such equipment or device is located consists of or contains "Waste" means any waste material (a) containing "by- more than 25 grams of plutonium or uranium product material" other than the tailings or wastes 233 or any combination thereof, or more than produced by the extraction or concentration of ura- 250 grams of uranium 235; nium or thorium from any ore processed primarily for its "source material" content, and (b) resulting from (d) Any structure, basin, excavation, premises or the operation by any person or organization of any place prepared or used for the storage or dis- "nuclear facility" included under the first two para- posal of"waste"; graphs of the definition of"nuclear facility". and includes the site on which any of the foregoing is "Nuclear facility" means: located, all operations conducted on such site and all premises used for such operations; (a) Any"nuclear reactor"; "Nuclear reactor" means any apparatus designed or (b) Any equipment or device designed or used used to sustain nuclear fission in a self-supporting for (1) separating the isotopes of uranium or chain reaction or to contain a critical mass of fission- plutonium, (2) processing or utilizing "spent able material; fuel", or(3) handling, processing or packaging "waste"; "Property damage" includes all forms of radioactive contamination of property. Page 2 of 2 © ISO Properties, Inc., 2007 IL 0198 09 08 POLICYHOLDER NOTICES POLICYHOLDER NOTICES IMPORTANT NOTICE - INDEPENDENT AGENT AND BROKER COMPENSATION NO COVERAGE IS PROVIDED BY THIS NOTICE. THIS NOTICE DOES NOT AMEND ANY PROVISION OF YOUR POLICY. YOU SHOULD REVIEW YOUR ENTIRE POLICY CAREFULLY FOR COMPLETE INFORMATION ON THE COVERAGES PROVIDED AND TO DETERMINE YOUR RIGHTS AND DUTIES UNDER YOUR POLICY. PLEASE CONTACT YOUR AGENT OR BROKER IF YOU HAVE ANY QUESTIONS ABOUT THIS NOTICE OR ITS CONTENTS. IF THERE IS ANY CONFLICT BETWEEN YOUR POLICY AND THIS NOTICE, THE PROVISIONS OF YOUR POLICY PREVAIL. For information about how Travelers compensates independent agents and brokers, please visit www.travelers.com, call our toll-free telephone number 1-866-904-8348, or request a written copy from Marketing at One Tower Square, 2GSA, Hartford, CT 06183. PN T4 54 01 08 Page 1 of 1 POLICYHOLDER NOTICES POLICYHOLDER NOTICES IMPORTANT NOTICE - LEAD EXCLUSION NO COVERAGE IS PROVIDED BY THIS NOTICE. THIS NOTICE DOES NOT AMEND ANY PROVISION OF YOUR POLICY. YOU SHOULD REVIEW YOUR ENTIRE POLICY CAREFULLY FOR COMPLETE INFORMATION ON THE COVERAGES PROVIDED AND TO DETERMINE YOUR RIGHTS AND DUTIES UNDER YOUR POLICY. PLEASE CONTACT YOUR AGENT OR BROKER IF YOU HAVE ANY QUESTIONS ABOUT THIS NOTICE OR ITS CONTENTS. IF THERE IS ANY CONFLICT BETWEEN YOUR POLICY AND THIS NOTICE, THE PROVISIONS OF YOUR POLICY PREVAIL. Your policy contains a Lead exclusion. PN T1 94 12 21 ©2021 The Travelers Indemnity Company.All rights reserved. Page 1 of 1 NOTICE OF CHANGE IN POLICY TERMS - EXCLUSION - SILICA OR SILICA-RELATED DUST CG D3 58 09 15 YOUR NEW POLICY INCLUDES COVERAGE CHANGES FROM YOUR PREVIOUS POLICY. THE IMPORTANT COVERAGE CHANGES ARE IDENTIFIED IN THIS NOTICE. PLEASE READ THIS NOTICE CAREFULLY. WE ALSO MAY HAVE MADE CERTAIN WORDING AND FORMATTING CHANGES FOR THE PURPOSE OF CLARIFICATION OR IMPROVED READABILITY. THIS NOTICE DOES NOT NECESSARILY IDENTIFY ANY OR EVERY CLARIFICATION OR EDITORIAL CHANGE MADE. NO COVERAGE IS PROVIDED BY THIS NOTICE. THIS NOTICE DOES NOT AMEND ANY PROVISION OF YOUR POLICY. YOU SHOULD REVIEW YOUR ENTIRE POLICY CAREFULLY FOR COMPLETE INFORMATION ON THE COVERAGES PROVIDED AND TO DETERMINE YOUR RIGHTS AND DUTIES UNDER YOUR POLICY. PLEASE CONTACT YOUR AGENT OR BROKER IF YOU HAVE ANY QUESTIONS ABOUT THIS NOTICE OR ITS CONTENTS. IF THERE IS ANY CONFLICT BETWEEN YOUR POLICY AND THIS NOTICE, THE PROVISIONS OF YOUR POLICY PREVAIL. An exclusion for silica or silica-related dust has been added by endorsement CG D3 58 09 15 to yo ur new policy. This endorsement excludes coverage for"bodily injury" or "property damage" arising out of the actual, alleged or threatened discharge, dispersal, emission, release, escape, handling, contact with, exposure to or inhalation or respiration of: • silicon dioxide (occurring in crystalline, amorphous and impure forms), silica particles, silica dust or silica compounds; or • a mixture or combination of silica and other dust or particles. PN T4 59 09 15 ©2015 The Travelers Indemnity Company.All rights reserved. Page 1 of 1 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....................................... 1-3 1-04 Scope of the Work .......................................................... 1-5 1-05 Control of Work .............................................................. 1-8 1-06 Control of Material .......................................................... 1-18 1-07 Legal Relations and Responsibilities to the Public................. 1-21 1-08 Prosecution and Progress ................................................. 1-28 1-09 Measurement and Payment .............................................. 1-35 1-10 Temporary Traffic Control ................................................ 1-36 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-4 2-06 Subgrade Preparation...................................................... 2-5 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 5-04 Hot Mix Asphalt .............................................................. 5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS.............. 7-1 7-05 Manhole, Inlets, Catch Basins, and Drywells ....................... 7-1 7-12 Valves for Water Mains .................................................... 7-2 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control........................ 8-1 8-02 Roadside Restoration....................................................... 8-3 8-04 Curbs, Gutters, and Spillways........................................... 8-6 8-09 Raised Pavement Markers ................................................ 8-7 8-10 Guide Posts.................................................................... 8-9 8-13 Monument Cases ............................................................ 8-11 8-14 Cement Concrete Sidewalks ............................................. 8-12 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical............................... 8-15 8-21 Permanent Signing.......................................................... 8-17 8-22 Pavement Marking .......................................................... 8-18 8-27 Handrails....................................................................... 8-25 8-28 Pothole Utilities .............................................................. 8-26 BNSF Crossing Improvements/HaIlock January 30, 2023 Project Number: 23-3028.3 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 ...................................... 9-3 BNSF RAILWAY CONTRACTOR REQUIREMENTS .............................. A-1 KENT STANDARD PLANS ................................................................. A-2 WSDOT STANDARD PLANS.............................................................. A-3 TRAFFIC CONTROL PLANS .............................................................. A-4 INADVERTENT DISCOVERY PLAN.................................................... A-5 PREVAILING WAGE RATES.............................................................. A-6 BNSF Crossing Improvements/HaIlock January 30, 2023 Project Number: 23-3028.3 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 BNSF Crossing Improvements/HaIlock 1 - 1 January 30, 2023 Project Number: 23-3028.3 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 BNSF Crossing Improvements/HaIlock 1 - 2 January 30, 2023 Project Number: 23-3028.3 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 BNSF Crossing Improvements/HaIlock 1 - 3 January 30, 2023 Project Number: 23-3028.3 Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bid Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: BNSF Crossing Improvements/HaIlock 1 - 4 January 30, 2023 Project Number: 23-3028.3 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 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 BNSF Crossing Improvements/HaIlock 1 - 5 January 30, 2023 Project Number: 23-3028.3 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. BNSF Crossing Improvements/HaIlock 1 - 6 January 30, 2023 Project Number: 23-3028.3 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 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. BNSF has indicated that they would consider allowing the contractor to use the "Old Kent Station" parking lot located along the east side of the BNSF tracks between E Meeker St and E Gowe St as a staging area and laydown yard. Should the Contractor wish to use this property they will need to sign a separate agreement with BNSF. The contractor may contact Alex Funderburg with BNSF at Cell: 720-215-6728, Office: 206- 625-6152, or email alex.funderburgjr@bnsf.com to discuss details and work out an agreement between the contractor and BNSF. Adjacent BNSF Crossing Improvements/HaIlock 1 - 7 January 30, 2023 Project Number: 23-3028.3 parcels operated as a City Park (Rosebud, Kaibara, and Burlington Green-Yangzhou Park) located between E Smith St and E Gowe St shall not be used for construction staging; access through these parks shall be limited to only as necessary to construct the fencing between the park and the railroad along these segments and every attempt shall be used to access the fence from road right-of-way. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER PARAGRAPH 7; To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.8, the requirements of KSP Section 1-05.8 will prevail. SECTION 1-05.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.7 Removal of Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without BNSF Crossing Improvements/HaIlock 1 - 8 January 30, 2023 Project Number: 23-3028.3 limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.8 City Provided Construction Staking 1-05.8(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or lAmonument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.8(2) through 1-05.8(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.8(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information BNSF Crossing Improvements/HaIlock 1 - 9 January 30, 2023 Project Number: 23-3028.3 so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $300/hour for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.8(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.8(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.8(3) Bridge, Structure and Retaining Wall Surveys For all structural work such as bridges and retaining walls, the Contractor shall retain as a part of Contractor organization an experienced team of surveyors under direct supervision of a licensed surveyor. The Contractor shall ensure that required field measurements and locations match the plan dimensions. The Contractor shall provide all surveys required to complete the structure, except the following primary survey control which will be provided by the City. BNSF Crossing Improvements/HaIlock 1 - 10 January 30, 2023 Project Number: 23-3028.3 1. Sufficient horizontal control points to allow the Contractor to establish centerline, abutments and pier centerline positioning and stationing. 2. Up to 6 bench marks in close proximity to the work area. 3. Permanent monuments as shown on the drawings or as given by the City. The Contractor shall establish all secondary survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points provided by the City. Survey work shall be within the following tolerances: 1. Stationing +.01 foot 2. Alignment +0.1 foot (between successive points) 3. Superstructure Elevations +0.1 foot (from plan elevations) 4. Substructure Elevations +0.5 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the City all filed books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements within appropriate dimensions of structural members being fabricated. 1-05.8(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $300/hour for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.8(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking, The City will furnish the following stakes and reference marks: BNSF Crossing Improvements/HaIlock 1 - 11 January 30, 2023 Project Number: 23-3028.3 1. Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults, junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. Please note: The City will not provide staking for signage. BNSF Crossing Improvements/HaIlock 1 - 12 January 30, 2023 Project Number: 23-3028.3 When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $300/hour. 1-05.8(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 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. BNSF Crossing Improvements/HaIlock 1 - 13 January 30, 2023 Project Number: 23-3028.3 Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. 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. BNSF Crossing Improvements/HaIlock 1 - 14 January 30, 2023 Project Number: 23-3028.3 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 The contractor will be working on BNSF Right of Way and near BNSF tracks and must adhere to the following requirements: The Contracting Agency has provided 'Exhibit C" Contractor Requirement and "Exhibit C-1" in the appendices of these specification. The contractor shall sign and execute these agreements with BNSF prior to start of any work near BNSF tracks. These documents represent the Contracting Agency's assessment of the likely terms and conditions prior to Advertisement for Bids. The final terms and conditions will be determined by BNSF after Contract Execution. Notice to Proceed will not be issued until the City has an executed Railway Grade Crossing Construction and Maintenance Agreement with BNSF; the City has an approved Grade Crossing Certification with the Washington Utilities and Transportation Commission (UTC).; (i) executed and delivered to BNSF an agreement in the form of "Exhibit C- 1", and (ii) delivered to and secured BNSF's approval of the required insurance. No employee of the Contractor, its subcontractors, agents or invitees may enter Railway Property without first having completed Railway's Engineering Contractor Safety Orientation, found on the web site www.bnsfcontractor.com. The Contractor must ensure that each of its employees, subcontractors, agents or invitees completes Railway's Engineering Contractor Safety Orientation through internet sessions before any work is performed on the Project. Additionally, the Contractor must ensure that each and every one of its employees, subcontractors, agents or invitees possesses a card certifying completion of the Railway Contractor Safety Orientation before entering Railway Property. The Contractor is responsible for the cost of the Railway Contractor Safety Orientation. The BNSF Crossing Improvements/HaIlock 1 - 15 January 30, 2023 Project Number: 23-3028.3 Contractor must renew the Railway Contractor Safety Orientation annually. Further clarification can be found on the web site or from the Railway's Representative. Each Contractor that will perform work within 25 feet of the centerline of a track must develop and implement a Roadway Worker Protection/On Track Safety Program and work with Railway Project Representative to develop an on track safety strategy as described in the guidelines listed in the on track safety portion of the Safety Orientation. This Program must provide Roadway Worker protection/on track training for all employees of the Contractor, its subcontractors, agents or invitees. This training is reinforced at the job site through job safety briefings. Additionally, each Contractor must develop and implement the Safety Action Plan, as provided for on the web site www.bnsfcontractor.com , which will be made available to Railway prior to commencement of any work on Railway Property. During the performance of work, the Contractor must audit its work activities. The Contractor must designate an onsite Project Supervisor who will serve as the contact person for the Railway and who will maintain a copy of the Safety Action Plan, safety audits, and Material Safety Datasheets (MSDS), at the job site. All work within the BNSF right of way or within 25 feet of a public railroad grade crossing shall be in accordance with "Exhibit U and "Exhibit C-1" in the appendix. The contractor shall notify BNSF's Manager of Public Projects thirty (30) calendar days prior to commencing work on BNSF property or near BNSF tracks. (The Contractor shall refer to the BNSF Railway Public Projects Manual which can be found online, specifically Section 11 and 15 for flagging details and other BNSF requirements, notification and procedures.) Refer to Section 1-08.4 for work hour restrictions. The City has a flagging contract with BNSF Railroad and the City will pay costs of BNSF flaggers directly to BNSF. The Contractor shall schedule BNSF flaggers with BNSF directly based on BNSF terms and notification requirements, and should make the engineer aware of all days flaggers are to be available. Contractor shall schedule work to minimize the days flaggers are requested in order to minimize flagger costs to the City as much as practical. BNSF has indicated that crossing improvements north of S 259t" St are on a different railroad Block than the S 259t" St crossing work and would require a separate flagger. Approved work hours do no guarantee BNSF flaggers availability. BSNF flaggers are subject to availability may become unavailable with little notice to the Contractor if BNSF needs those flaggers elsewhere for BNSF emergencies. No payment will be made to the Contractor for loss of work, damages or claims as a result of losing days with planned BNSF flaggers. The BNSF agreement in the Appendix has an example of the BNSF Flagger request form which is a spreadsheet that will be provided to the contractor upon request. Contractor shall schedule BNSF flaggers by contacting: BNSF Crossing Improvements/HaIlock 1 - 16 January 30, 2023 Project Number: 23-3028.3 BNSF Flagger Foreman Gregory Murphy, Gregory.Murphy(cbBNSF.com, 360.815.4643 The contractor shall notify BNSF and Gregory Murphy at least thirty (30) calendar days prior to requesting a BNSF flagman in accordance with the requirements of "Exhibit C" and "Exhibit C-1"in the appendix. Flagging requests shall not be cancelled less than 2 days in advance. The Contractor must note the following provisions: A. The Contractor is placed on notice that fiber optic, communication and other cable lines and systems (collectively, the "Lines") owned by various telecommunications companies may be buried on BNSF's property or right-of-way. The locations of these Lines have been included on the plans based on information from the telecommunications companies. The contractor will be responsible for contacting BNSF and the telecommunications companies and notifying them of any work that may damage these Lines or facilities and/or interfere with their service. The contractor must also mark all Lines shown on the plans or marked in the field in order to verify their locations. The contractor must also use all reasonable methods when working in the BNSF right-of-way or on BNSF property to determine if any other Lines (fiber optic, cable, communication or otherwise) may exist. B. Failure to mark or identify these Lines will be sufficient cause for BNSF's engineering representative Marshall Flores at (253) 591-3000 to stop construction at no cost to the Agency or BNSF until these items are completed. C. The Contractor will be responsible for the rearrangement of any facilities or Lines determined to interfere with the construction. The Contractor must cooperate fully with any telecommunications company(ies) in performing such rearrangements. D. In addition to the liability terms contained elsewhere in this Agreement, the contractor hereby indemnifies, defends and holds harmless BNSF for, from and against all cost, liability, and expense whatsoever (including, without limitation, attorney's fees and court costs and expenses) arising out of or in any way contributed to by any act or omission of Contractor, its subcontractors, agents and/or employees that cause or in any way or degree contribute to (1) any damage to or destruction of any Lines by Contractor, and/or its subcontractors, agents and/or employees, on BNSF's property or within BNSF's right-of-way, (2) any injury to or death of any person employed by or on behalf of any telecommunications company, and/or its contractor, agents and/or employees, on BNSF's property or within BNSF's right-of-way, and/or (3) any claim or cause of action for alleged loss of profits or revenue by, or loss of service by a customer or user of such telecommunication company(ies).THE BNSF Crossing Improvements/HaIlock 1 - 17 January 30, 2023 Project Number: 23-3028.3 LIABILITY ASSUMED BY CONTRACTOR WILL NOT BE AFFECTED BY THE FACT, IF IT IS A FACT, THAT THE DAMAGE, DESTRUCTION, INJURY, DEATH, CAUSE OF ACTION OR CLAIM WAS OCCASIONED BY OR CONTRIBUTED TO BY THE NEGLIGENCE OF BNSF, ITS AGENTS, SERVANTS, EMPLOYEES OR OTHERWISE, EXCEPT TO THE EXTENT THAT SUCH CLAIMS ARE PROXIMATELY CAUSED BY THE INTENTIONAL MISCONDUCT OR SOLE NEGLIGENCE OF BNSF. 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. 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. Z. The project name and identifying number. BNSF Crossing Improvements/HaIlock 1 - 18 January 30, 2023 Project Number: 23-3028.3 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 make every effort to submit all submittals as soon as possible and as complete as possible due to the nature of the project's grant requirements to have the project completed by June 30, 2023, and materials with longer lead times such as the fencing should be prioritized throughout the submittal process. 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. 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. BNSF Crossing Improvements/HaIlock 1 - 19 January 30, 2023 Project Number: 23-3028.3 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. 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 BNSF Crossing Improvements/HaIlock 1 - 20 January 30, 2023 Project Number: 23-3028.3 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. 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: BNSF Crossing Improvements/HaIlock 1 - 21 January 30, 2023 Project Number: 23-3028.3 1-07.6 Permits and Licenses The City has obtained the following permits: Executive Order 21-02: No Adverse Effects BNSF - General License Permit Prior to any work, the Contractor shall complete and adhere to: BNSF - Contractor Requirements Form BNSF Safety Overview/Orientation and eRail Safe Certification 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. 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 BNSF Crossing Improvements/HaIlock 1 - 22 January 30, 2023 Project Number: 23-3028.3 including hours performed by workers employed by the prime Contractor and all Subcontractors. Labor Hours do not include hours performed by foremen, superintendents, owners, and workers who are not subject to prevailing wage requirements. 3. Apprentice is a person enrolled in a State-approved Apprenticeship Training Program. 4. State-approved Apprenticeship Training Program is an apprenticeship training program approved by the Washington State Apprenticeship Council. 5. Good Faith Effort is a demonstration that the Contractor has strived to meet the Apprenticeship Utilization Requirement including but not necessarily limited to the specific steps as described elsewhere in this specification. Plan The Contractor shall submit an "Apprentice Utilization Plan" within 30 calendar days of Notice of Award, demonstrating how they intend to achieve the Apprentice Utilization Requirement. The plan shall be updated and resubmitted as appropriate as the Work progresses. The intent is to provide the City with enough information to track progress in meeting the utilization requirements. Reporting The Contractor shall submit a "Monthly Apprentice Reporting Form" on a monthly basis. The report shall be submitted to the City by the last working day of the subsequent month, until the Physical Completion Date. The date reported shall be cumulative to date and consolidated to include the Contractor and all Subcontractors. At the Contractor's request, the Engineer may suspend this reporting requirement during periods of minimal or no applicable work activities on the project. The Contractor shall submit documentation of their Good Faith Effort if: (1) they are unable to provide a plan demonstrating how they intend to meet the Apprentice Utilization Requirement; or (2) the project has been completed without meeting the Apprentice Utilization Requirement. Contacts The Contractor may obtain information on State-approved Apprenticeship Training Programs by contacting the Department of Labor and Industries at: Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or by phone at (360) 902-5320. Compliance In the event that the Contractor is unable to accomplish the Apprentice Utilization Requirement, the Contractor shall demonstrate that a Good Faith Effort has been made as described within this specification. Failure to comply with the requirements as specified is subject to penalties for noncompliance as set forth in KCC 6.01.030(E). BNSF Crossing Improvements/HaIlock 1 - 23 January 30, 2023 Project Number: 23-3028.3 Good Faith Efforts In fulfilling the Good Faith Effort, the Contractor shall perform and, when appropriate, require its Subcontractors to perform the following steps: 1. Solicit Apprentice(s) from State-approved Apprenticeship Training Program(s). 2. Document the solicitation and, in the event Apprentice(s) are not available, obtain supporting documentation from the solicited program(s). 3. Demonstrate that the plan was updated as required within this specification. 4. Provide documentation demonstrating what efforts the Contractor has taken to require Subcontractors to solicit and employ Apprentice(s). In the event that the preceding steps have been followed, the Contractor may also supplement the Good Faith Efforts documentation with the following documentation: 5. Submit documentation demonstrating successful Apprentice utilization on previous contracts. 6. Submit documentation indicating company-wide Apprentice utilization efforts and percentages of attainment. Payment Compensation for all costs involved with complying with the conditions of this specification is included in payment for the associated Contract items of work. 1-07.13 Contractor's Responsibility for Work SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1-07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.15 Temporary Water Pollution Prevention SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: BNSF Crossing Improvements/HaIlock 1 - 24 January 30, 2023 Project Number: 23-3028.3 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07.17IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation 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 BNSF Crossing Improvements/HaIlock 1 - 25 January 30, 2023 Project Number: 23-3028.3 of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. Lumen Comcast Fred Aston Danny Cooley (863) 258-3261 253-686-7592 (cell) Fred.A.Aston@lumen.com Dann Cooley@comcast.com Puciet Sound Energy Gas Puget Sound Energy Power Katie Dierick Lucas Knauss (253) 268-6331 (253) 313-8029 Katie.Dierick@pse.com lucas.knauss@pse.com Mike Sullivan (206) 571-2771 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. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic SECTION 1-07.23(1) IS SUPPLEMENTED WITH 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 7 working days prior to beginning a lane closure that requires a BNSF Crossing Improvements/HaIlock 1 - 26 January 30, 2023 Project Number: 23-3028.3 detour or involves a major traffic switch to a temporary or new alignment. 3. The Contractor shall furnish and install information signs that provide advance notification of any lane closures a minimum of seven (7) calendar days prior to the closure. PCMS may be used for this notice. Sign locations, and messages, shall be provided to the Engineer for approval. 4. Contractor shall maintain ADA compliant access, detours, and pedestrian crossings unless otherwise approved by the engineer where possible. 5. No two adjacent crossings shall be closed at the same time, however, work with lane or full crossing closures may occur at more than one crossing at the same time as approved by the engineer. 6. Contractor shall adhere to all work hours and restrictions as detailed in Section 1-08.4 of the KSP. Note: Closures and restrictions are for roads and sidewalk traffic. There will be no restriction on the railroad traffic. a. On roadways with multiple lanes in each direction, the contractor may close one lane of traffic in each direction at a time. b. The City will permit full closure of W Meeker St., E Gowe St. and W. Titus street for up to 14 calendar days. S. 259' St. may be closed for 7 consecutive days. No two adjacent crossings shall be closed at the same time. Multiple roadway crossings may be partially or fully closed to vehicle traffic at the same time subject to approval by the engineer. c. Contractor shall notify the City 7 working days prior to closure. Upon approval of the intersection or lane closure by the Engineer, the Contractor shall ensure that PCMS boards notifying the upcoming closure are in place on both sides of the intersection 72 hours prior to any road closure. 7. This project will impact the railroad traffic signs during construction. For all hours that the road is open to vehicle traffic, the Contractor shall maintain temporary railroad traffic signage until permenant signage is installed. 8. The Contractor shall allow access to BNSF employees and their agents to the bungalows and other railroad equipment adjacent to the work site at all times during construction. 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. BNSF Crossing Improvements/HaIlock 1 - 27 January 30, 2023 Project Number: 23-3028.3 It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS 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. 7. To discuss BNSF project requirements including flagging. BNSF Crossing Improvements/HaIlock 1 - 28 January 30, 2023 Project Number: 23-3028.3 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 including when BNSF Flaggers will be required and anticipated dates of crossing closures.. 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 City has an executed contract with the Contractor, an executed Railway Grade Crossing Construction and Maintenance Agreement with BNSF and the City has an approved Grade Crossing Certification with the Washington Utilities and Transportation Commission (UTC). Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires BNSF Crossing Improvements/HaIlock 1 - 29 January 30, 2023 Project Number: 23-3028.3 city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. 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; availability of BNSF Flaggers when required, or accommodations to adjoining properties affected by the contract work. Work Hour Exceptions/Restrictions: Approved work hours do no guarantee BNSF flaggers availability which shall be arranged between the Contractor and BNSF During the following work restrictions, the Contractor shall leave all streets in a safe and passable condition with all lane closures and or detour traffic control removed during the period. 1. Work within the traveled lanes shall be restricted to the hours in the table below and shall be approved in advance by the engineer. 2. The Contractor shall not be allowed to work from noon on July 14t" through 16t", 2023 due to the Cornucopia Days street fair in downtown Kent (Railray crossing of E. Titus St north through E James St). 3. Showare Center Events - Work within the traveled lanes at E James Street and E Smith Street Intersections shall not block westbound traffic one hour prior to and for eastbound traffic one hour after events, for the ShoWare Center in Kent. Doors typically open one hour prior to event's start time. Events currently scheduled at ShoWare Center are listed at www.accessoshowarecenter.com/events (but updated regurarly) and run periodically throughout the project. The Contractor shall coordinate throughout the contract period with ShoWare Center Director of Operations contact Kit Williams (253) 856-6702 email BNSF Crossing Improvements/HaIlock 1 - 30 January 30, 2023 Project Number: 23-3028.3 cwilliams@accessoshowarecenter.com, regarding schedule updates and with the Engineer regarding scheduled work to minimize impacts to ShoWare Center Events 4. Full intersection weekend closures as allowed within contract documents shall not occur during other large city events, subject to the discretion of the engineer. 5. Along the north side of W Smith St, pedestrian routes to Kent Station shall be maintained as much as possible during Monday to Friday commute hours (Sounder Train Schedule), with all pedestrian ramp closures subject to the review and approval of the engineer. 6. The Following Table provides a list of Railway project crossings based on project completion priority, work hours, maximum days of full closure (if allowed), and whether night or weekend work is allowed based on an individual location basis. However, this project is on a tight timeline to be completed by June 30, 2023 and, therefore, the City is willing to work with the contractor to allow availability outside normal work hours subject to other restrictions provided in this Section. Contractor shall propose roadway closures schedule and upon approval of the Engineer, multiple railroad crossings may be impacted at the same time. Contractor shall take into account location specific working hours noted in the table below to minimize overall traffic impacts. All work hour and closure allowances are subject to the review and approval of the engineer, and if work is in a location which requires railroad flaggers, then it is also subject to their availability. Prioritv. Work Hour and Cr ssinci Closure Allowance Crossing Priority Work Max Days of Night Work Weekend Location Hours Full Closure Allowed Work Allowed Y/N Y/N S 212th 1 No N/A Y Y Restrictions E James St 1 7 m to N/A N Y Eastbound 3 m E James St 1 9am to N/A Westbound 5am W Smith St 1 7 m to N/A Y Y Eastbound 3 m W Smith St 1 9am to N/A Y Y, preferred (Westboundl 5am W Meeker St 2 No 14 Y Y Restrictions E Gowe St 3 No 14 Y Y Restrictions W Titus St 2 No 14 Y Y Restrictions S 2591h St 3 7, Y Y. preferred Consecutive Table Notes: BNSF Crossing Improvements/HaIlock 1 - 31 January 30, 2023 Project Number: 23-3028.3 1. No two adjacent crossings shall be closed at the same time. Multiple roadway crossings may be closed to vehicle traffic at the same time subject to approval by the engineer. 2. Railroad train traffic shall not be impacted at all during this project. 3. Work outside normal work hours shall be reviewed and approved by the engineer and subject to BNSF Flagger Availability. 4. Crossings identified as N/A under the Full Closure column are not permitted to be fully closed to traffic but the contractor may close one lane in each direction in accordance with the hours above and the traffic control plans in the appendix. 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 survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. 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 BNSF Crossing Improvements/HaIlock 1 - 32 January 30, 2023 Project Number: 23-3028.3 information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed and shall be set as 60 working days. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. The Final Pay Estimate for any work done through June 30, 2023 shall be signed by the Contractor by close of business on July 14', 2023. 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. BNSF Crossing Improvements/HaIlock 1 - 33 January 30, 2023 Project Number: 23-3028.3 The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provided in Section 1-09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. SECTION 1-08.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.9 Notice to Proceed, Prosecution and Hours of Work Time is of the essence of the Contract. Delays inconvenience the traveling public, obstruct traffic, interfere with and delay commerce, and increase risk to Highway users. Delays also cost tax payers undue sums of money, adding time needed for administration, engineering, inspection, and supervision. Because the Contracting Agency finds it impractical to calculate the actual cost of delays, it has adopted the following formula to calculate liquidated damages for failure to complete the physical Work of a Contract on time. Accordingly, the Contractor agrees: 1. To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for Physical Completion, and 2. To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor. Liquidated Damages Formula LD = 0.15*C / T Where: LD = liquidated damages per working day (rounded to the nearest dollar) C = original Contract amount T = original time for Physical Completion When the Contract Work has progressed to the extent that the Contracting Agency has full use and benefit of the facilities, both from the operational and safety standpoint, all the initial plantings are completed and only minor incidental Work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains to physically complete the total Contract, the Engineer may determine the Contract Work is substantially complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct BNSF Crossing Improvements/HaIlock 1 - 34 January 30, 2023 Project Number: 23-3028.3 engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete the entire Contract. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments SECTION 1-09.9 IS SUPPLEMENTED 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 BNSF Crossing Improvements/HaIlock 1 - 35 January 30, 2023 Project Number: 23-3028.3 action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFFIC CONTROL 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 BNSF Crossing Improvements/HaIlock 1 - 36 January 30, 2023 Project Number: 23-3028.3 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 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." BNSF Crossing Improvements/HaIlock 1 - 37 January 30, 2023 Project Number: 23-3028.3 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. Drums damaged by the Contractor, due to the Contractor's operation, shall be replaced by the Contractor at no cost to the City. 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." All labor required to perform the work described in Section 1-10.3(1) of the WSDOT Standard Specifications for the drums 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." The unit contract price for "Type III Barricade" per each will be full pay for performing the work specified, including when required, furnishing, installing, cleaning, maintaining, and removing the warning lights. All labor required for relocating barricades to a new location in accordance with the plans, approved Traffic Control Plans (TCP's), or as ordered by the Engineer, or moving barricades to or from temporary storage, as approved by the Engineer, will be paid under the item "Traffic Control Labor". When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: BNSF Crossing Improvements/HaIlock 1 - 38 January 30, 2023 Project Number: 23-3028.3 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. BNSF Crossing Improvements/HaIlock 1 - 39 January 30, 2023 Project Number: 23-3028.3 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 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: 1. Yellow Bolt-Down Curbs 2. Yellow Bolt-Down Pylons The salvaged materials listed above shall be removed, hauled and delivered to the following site(s): City of Kent Public Works Operations Building 5821 S. 240t" St Kent, WA 98032 All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement 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 BNSF Crossing Improvements/HaIlock 2 - 1 January 30, 2023 Project Number: 23-3028.3 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: 1. City of Kent Public Works Operations has requested contractor to deliver existing traffic bolt-down curb and associated pylons in acceptable condition secured on pallets to the Public Works Operations Center located at 12525 SE 248t" St., Kent, WA (contact Bill Thomas at (253) 740-3184 or Brent Collins at (253) 740-1452 to view material prior to loading and to coordinate the exact delivery dime and location on site). Public Works will have a forklift onsite and will be available to offload material from the Contractor's truck. Haul broken-up pieces or those with excessive damage along with 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. BNSF Crossing Improvements/HaIlock 2 - 2 January 30, 2023 Project Number: 23-3028.3 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 6 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 6 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 6 inches = quantity For example, if the Contractor encounters pavement to be removed which is 8 inches thick and 100 square yards then the quantity would be: 8 100 SY x 6 = 133 S.Y. No other compensation shall be allowed. The unit contract price per square yard for "Remove Existing Cement Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing concrete pavement from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the concrete pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 6 inches = quantity For example, if the Contractor encounters pavement to be removed which is 8 inches thick and 100 square yards then the quantity would be: 8 100 SY x 6 = 133 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 BNSF Crossing Improvements/HaIlock 2 - 3 January 30, 2023 Project Number: 23-3028.3 and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Extruded Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. "Removal of Traffic Islands and/or Traffic Curb," lump sum. The unit contract price per lineal foot for "Remove and Salvage Existing Bolt-Down Curb and Pylons to the City of Kent" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove the bolt-down curb and pylons, secure curb and pylons in acceptable condition on pallets, and haul to Kent Operations Center located at 5821 S 240th St, Kent, WA 98032 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 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: actual depth in inches (length) x 6 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 8 inches thick and 100 linear feet then the quantity would be: 8 length x 6 = 133 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 BNSF Crossing Improvements/HaIlock 2 - 4 January 30, 2023 Project Number: 23-3028.3 The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 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. BNSF Crossing Improvements/HaIlock 2 - 5 January 30, 2023 Project Number: 23-3028.3 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 BNSF Crossing Improvements/HaIlock 4 - 1 January 30, 2023 Project Number: 23-3028.3 SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" "Crushed Surfacing Base Course, 1-1/4 Inch Minus" The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. BNSF Crossing Improvements/HaIlock 4 - 2 January 30, 2023 Project Number: 23-3028.3 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-02 BITUMINOUS SURFACE TREATMENT SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.5 Payment Anti-stripping additive shall be included in the price of asphalt (grade) per ton. The quantity of asphalt material shall not be reduced by the quantity of anti-stripping additive. 5-04 HOT MIX ASPHALT SECTION 5-04 IS DELETED AND REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: 5-04.1 Description 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 BNSF Crossing Improvements/HaIlock 5 - 1 January 30, 2023 Project Number: 23-3028.3 Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 11 million. 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. BNSF Crossing Improvements/HaIlock 5 - 2 January 30, 2023 Project Number: 23-3028.3 • Develop a mix design that complies with Sections 9-03.8(2) and 9- 03.8(6). • Develop a mix design no more than 6 months prior to submitting it for QPL evaluation. • Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042. • Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. • Identify the brand, type, and percentage of anti-stripping additive in the mix design submittal. • Include with the mix design submittal a certification from the asphalt binder supplier that the anti-stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. • Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis for Basis for Contracting Contracting Agency Acceptance of HMA Agency Approval of Materials Testing for Mixture Mix Design for Evaluation of the Mix [see Section Placement on QPL Design 5-04.3 9 Statistical Evaluation WSDOT Standard The Contracting Agency will Practice QC-8 test the mix design materials for compliance with Sections 9-03.8 2 and 9-03.8 6 . Visual Evaluation Review of Form 350-042 The Contracting Agency may for compliance with elect to test the mix design Sections 9-03.8(2) and materials, or evaluate in 9-03.8(6) accordance with WSDOT Standard Practice QC-8, at its sole discretion. 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 BNSF Crossing Improvements/HaIlock 5 - 3 January 30, 2023 Project Number: 23-3028.3 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. 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). BNSF Crossing Improvements/HaIlock 5 - 4 January 30, 2023 Project Number: 23-3028.3 Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) specified herein. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer's approval using WSDOT Form 350-076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31s' of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Temperature for 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 BNSF Crossing Improvements/HaIlock 5 - 5 January 30, 2023 Project Number: 23-3028.3 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 shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder - Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment - An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier BNSF Crossing Improvements/HaIlock 5 - 6 January 30, 2023 Project Number: 23-3028.3 to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder - The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials - The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA - The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 450F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The Contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. BNSF Crossing Improvements/HaIlock 5 - 7 January 30, 2023 Project Number: 23-3028.3 The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer's recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Acopy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle Use a material transfer device or material transfer vehicle (MTD/V) is not required. If an MTD/V is used, it 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 BNSF Crossing Improvements/HaIlock 5 - 8 January 30, 2023 Project Number: 23-3028.3 be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers 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. BNSF Crossing Improvements/HaIlock 5 - 9 January 30, 2023 Project Number: 23-3028.3 Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks BNSF Crossing Improvements/HaIlock 5 - 10 January 30, 2023 Project Number: 23-3028.3 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. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width - fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: a. Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. b. Cracks greater than 1 inch in width - fill with sand slurry. 5-04.3(4)B Vacant BNSF Crossing Improvements/HaIlock 5 - 11 January 30, 2023 Project Number: 23-3028.3 5-04.3(4)C Pavement Repair The Gentracter shall excavate paveFnent repair areas and shall backfill lTTC,3e with TT"TTT TTaCGeT"Q'ATTEe wTCI"l-the GI'GCGITTS..S'fTew1T7"n-the TQTfSCfrfCf A..f-fl"TCf'r1(CLTl"fl—the TfCTCr1Tf The COTTCTCfGTeT shall TrCOI"fQ'Q"GT-the e/CCav'CfCTBI'T the Gentraeter's eperatiens shall be repaired by the Gentraeter te the GentracteF shall excavate enly within ene lane at a time unless appreved etheFwmse by the Engineer. The Gentracter shall not excavate mere area than ean be eempleteLy finished Eluring the same shift, unless appFeved by the Engineer-. Unless etheFWmse shevvn On the Plans eF deteFMoned by the Engineer, exeavate te a depth ef 1.9 feet. The Engineer will mai(e the final any pavement repair area shall be 49 inehes unless shewn ethe. H. the Rans. BefeFe any exeavatmen, the existing pavement shall be sawcut eF shall be removed by a pavement grinder. Excavated surfaces ef existing pavement On the pavement repair area. exceed 0.35 feet cernpacted depth. Lofts that exceed 0.35 fee The Contractor shall plane pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. Approximate locations of pavement repair areas are shown on the plans to aid in quantity estimating. Contractor shall notify the Engineer 7 calendar days in advance of pavement repair activities to allow the Engineer time to mark the repair areas in the field. The Contractor shall remove the marked pavement areas to the depth specified in the plans or as directed by the Engineer using a pavement grinder. The Contractor shall protect the pavement that is to remain. Delamination or raveling of the underlying pavement will not be construed as damage due to the Contractor's operations. Pavement outside the pavement repair areas shown in the plan or designated by the Engineer 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. Any utility castings in the pavement repair areas shall not be disturbed. BNSF Crossing Improvements/Hal lock 5 - 12 January 30, 2023 Project Number: 23-3028.3 The Engineer will make the final determination of the planing depth required. The minimum width of any pavement repair area shall be per Plans. The planings and other debris resulting from planing operation shall become the property of the Contractor and shall be disposed of in accordance with Sections 2-02.3(7)C, or as otherwise allowed by the Contract. 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 2-inch lifts. Each lift shall be thoroughly compacted by 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 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 BNSF Crossing Improvements/HaIlock 5 - 13 January 30, 2023 Project Number: 23-3028.3 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 '/2" wearing course/final lift 0.17 feet other courses 0.25 feet HMA Class 3/8" 0.17 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one IMF is being utilized to produce HMA, the material produced for each IMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one IMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single IMF established for the class of HMA specified unless there is a need to make an adjustment in the IMF. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. BNSF Crossing Improvements/HaIlock 5 - 14 January 30, 2023 Project Number: 23-3028.3 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 necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting BNSF Crossing Improvements/HaIlock 5 - 15 January 30, 2023 Project Number: 23-3028.3 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/a", 1/2", 3/8", and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content - The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant 5-04.3(9)B Vacant 5-04.3(9)C Mixture Acceptance - Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-04.3(9)C1 Mixture Nonstatistical Evaluation - Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. BNSF Crossing Improvements/HaIlock 5 - 16 January 30, 2023 Project Number: 23-3028.3 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer's discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-04.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 5-04.3(9)C4 Mixture Nonstatistical Evaluation — Pay Factors For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: BNSF Crossing Improvements/HaIlock 5 - 17 January 30, 2023 Project Number: 23-3028.3 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 BNSF Crossing Improvements/HaIlock 5 - 18 January 30, 2023 Project Number: 23-3028.3 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 BNSF Crossing Improvements/HaIlock 5 - 19 January 30, 2023 Project Number: 23-3028.3 729 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. BNSF Crossing Improvements/HaIlock 5 - 20 January 30, 2023 Project Number: 23-3028.3 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(1O)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(1O)C Vacant 5-04.3(1O)D HMA Nonstatistical Compaction 5-04.3(1O)D1 HMA Nonstatistical Compaction — Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per IMF is expected. A sublot shall be equal to one day's production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. BNSF Crossing Improvements/HaIlock 5 - 21 January 30, 2023 Project Number: 23-3028.3 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. BNSF Crossing Improvements/HaIlock 5 - 22 January 30, 2023 Project Number: 23-3028.3 S-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. S-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. S-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). S-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). BNSF Crossing Improvements/HaIlock 5 - 23 January 30, 2023 Project Number: 23-3028.3 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 BNSF Crossing Improvements/HaIlock 5 - 24 January 30, 2023 Project Number: 23-3028.3 wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than 1/2 of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. S-04.3(12)B Bridge Paving Joint Seals S-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. S-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. S-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 '/s inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. BNSF Crossing Improvements/HaIlock 5 - 25 January 30, 2023 Project Number: 23-3028.3 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. BNSF Crossing Improvements/HaIlock 5 - 26 January 30, 2023 Project Number: 23-3028.3 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 BNSF Crossing Improvements/HaIlock 5 - 27 January 30, 2023 Project Number: 23-3028.3 appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. C. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. S-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan 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 BNSF Crossing Improvements/HaIlock 5 - 28 January 30, 2023 Project Number: 23-3028.3 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 BNSF Crossing Improvements/HaIlock 5 - 29 January 30, 2023 Project Number: 23-3028.3 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. BNSF Crossing Improvements/HaIlock 5 - 30 January 30, 2023 Project Number: 23-3028.3 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 Cl. 1/2" PG 58V-22 will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. Planing bituminous pavement will be measured by the square yard. Measurement shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: The unit contract price per ton for "HMA Cl. 1/2" PG 58V-22" shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in the Subsection, excluding Pavement Repair, and which are included in the Proposal. This work shall include the cost to install an asphalt thickened edge and/or the pre-leveling work in the areas identified on the plans. The cost for anti-stripping additive and water shall be included in this bid item. No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and cost shall be included in the various items of the Contract. BNSF Crossing Improvements/HaIlock 5 - 31 January 30, 2023 Project Number: 23-3028.3 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 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. 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, BNSF Crossing Improvements/HaIlock 7 - 1 January 30, 2023 Project Number: 23-3028.3 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. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Adjust Existing Manhole Cover to Finished Grade" "Adjust Existing Catch Basin Grate or Curb Inlet Grate to Finished Grade" "Adjust Existing Sanitary Sewer Cleanout to Finished Grade" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and installing City provided storm drain markers. 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 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. BNSF Crossing Improvements/HaIlock 7 - 2 January 30, 2023 Project Number: 23-3028.3 All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment 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 "Adjust Existing Valve Box Tog Section and Lid to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the valve box top 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. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan 3-7. BNSF Crossing Improvements/HaIlock 7 - 3 January 30, 2023 Project Number: 23-3028.3 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. 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 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 BNSF Crossing Improvements/HaIlock 8 - 1 January 30, 2023 Project Number: 23-3028.3 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 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: BNSF Crossing Improvements/HaIlock 8 - 2 January 30, 2023 Project Number: 23-3028.3 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5(2) Item Bids The unit contract price per square yard for "Hand Seeding," shall be full pay for all labor, materials tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: 1. All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non- planter areas is incidental to the unit price. The unit bid price per lineal foot for "Filter Fabric Fence" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project; and removal and disposal of the fence and accumulated sediment as directed by the Engineer. 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. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING; BNSF Crossing Improvements/HaIlock 8 - 3 January 30, 2023 Project Number: 23-3028.3 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 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 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. BNSF Crossing Improvements/HaIlock 8 - 4 January 30, 2023 Project Number: 23-3028.3 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. SECTION 8-02.3(5)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(5)A Seeding Area Preparation Place 6" depth topsoil prior to seeding. SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(7) Layout of Planting, Lawn and Seeding Areas The location of plantings shall be according to the landscaping details, unless otherwise directed by the Engineer. The Contractor shall layout tree, shrub and herbaceous plant locations and receive the approval of the Engineer before planting begins. 8-02.3(9) Seeding, Fertilizing and Mulching SECTION 8-02.3(9)A IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-02.3(9)A Dates for Application of Seed 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)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 BNSF Crossing Improvements/HaIlock 8 - 5 January 30, 2023 Project Number: 23-3028.3 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 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-02.5 Payment The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways Contractor shall use a 24 hour cure high early concrete mix. The City will provide control staking in accordance with Section 1-05.8(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment "Pedestrian Curb" "Cement Concrete Curb and Gutter" "Yellow Painted Single-Face Reinforced Cement Concrete Traffic Curb" "Yellow Painted Dual-Face Reinforced Cement Concrete Traffic Curb" BNSF Crossing Improvements/HaIlock 8 - 6 January 30, 2023 Project Number: 23-3028.3 The unit contract price per linear foot for the above items shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer including 24 hour cure concrete mix and yellow paint as described in 8-22. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.3 Construction Requirements Cement Concrete Driveways shall be installed at the locations indicated on the plans or where directed by the Engineer. Unless otherwise noted, see Kent Standard Plan 6-44. Cement concrete driveways and associated cement concrete curb drops shall be constructed using a 24 hour cure high early concrete mix. In addition, the Contractor shall immediately implement temporary provisions for access so that no driveway is out of service. Also the Contractor shall not simultaneously work on more than one driveway serving a property. SECTION 8-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.5 Payment The unit contract price per square yard for "Cement Concrete Driveway, 8 Inch Depth, Reinforced" constitutes complete compensation for all materials, labor and equipment required to install 8" thick cement concrete driveway in accordance with the plans and specifications. Reinforcing steel in the driveway shall be included in this bid item. Unless otherwise noted, reference Kent Standard Plan 6-44. Driveways per Std. Plan 6-43 shall be paid for under this bid item as well. 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 6-74. 8-09.3 Construction Requirements BNSF Crossing Improvements/HaIlock 8 - 7 January 30, 2023 Project Number: 23-3028.3 SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting The Contractor shall be responsible for referencing and documenting all existing pavement markings. The Contractor's referencing plans shall indicate reference points and offsets taken at consistent intervals sufficient to restore all pavement markings to original configuration within two inches unless otherwise noted on the plans. The Contractor shall demonstrate to the Engineer that referencing has been accomplished prior to performing any work which will remove or cover the existing markings. 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. All channelization shall conform to Kent Standard plan 6-74. 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. BNSF Crossing Improvements/HaIlock 8 - 8 January 30, 2023 Project Number: 23-3028.3 SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. 8-10 GUIDE POSTS E 1 0 .I S C`UPP Lw/T O 1A A f1 f1 T G T M= CA/ � / lloVT &. JC l�ST7�r VTTCCT� CV'YTl7'r� ECTTAw/ 0 40 2 S SUPP CA./cw/T D ny A AP1r G Tuc FALL0 114 G! eenfeFm c6 the e+ sme n the nl 3M High intensity Sheeting l'Cl-TTC7CT n. br-ote vdTa-vrr�� ECT40wi o 10 IS UPP cww NT D ov ADDr G Tuc cO i Dui G! separate base with a detaehable pylen held On plaee by n9eans ef a locking device as shown On the Plans. specified On Section 9 26. The bitumineus adhesive shall not be heated n9anufaetHFeF and shall net be applied at tempelcatHFe gFeateF than 425 SEcrrN8 y 0.4 IS a UPP E44ENT D !K ADDING Tuc c01&G K4� 8 1:0.4 Meastrre m en t BNSF Crossing Improvements/HaIlock 8 - 9 January 30, 2023 Project Number: 23-3028.3 Traffie pylen will be measured by the unit fer eaeh pylen furnished and T,.t a I I...-I 1f'J'C'GTl'fCLT n n 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. Plastic Curb section shall be (40"x12"x3.5") consisting of yellow curb with two yellow raised pavement markers, and fixed bases. One flexible post shall be installed in each plastic curb section. SECTION 8-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.3 Construction Requirements BNSF Crossing Improvements/Hal lock 8 - 10 January 30, 2023 Project Number: 23-3028.3 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. 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. The unit contract price per each for "Flexible Post" constitutes complete compensation for all materials, labor, anchors, bolts, tools and equipment necessary for furnish and install the flexible post as shown on the drawings and in accordance with the Kent Special Provisions. BNSF Crossing Improvements/Hal lock 8 - 11 January 30, 2023 Project Number: 23-3028.3 The unit contract price per linear foot for "Plastic Curb" constitutes complete compensation for all materials, labor, anchors, bolts, tools and equipment necessary for furnish and install the plastic curb with tapered ends as shown on the drawings and in accordance with the Kent Special Provisions. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 8-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.1 Description This work shall consist of installing, adjusting, removing, relocating, replacing or restoring existing property fences of all types specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. 8-12.3 Construction Requirements SECTION 8-12.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(1) Chain Link Fence and Gates New fencing shall be a 6' high, steel, black powder coated, commercial welded wire architectural fence system such as the Ameristar WireWorks Plus fence or approved equal. Fencing shall meet the detail shown on the plans and following requirements: • Steel material for fence posts shall be galvanized prior to forming in accordance with the requirements of ASTM A653/A653M, with minimum yield strength of 45,000 psi (310 MPa). The steel shall be hot-dip galvanized to meet the requirements of ASTM A653/A653M with a minimum zinc coating weight of 0.60 oz/ft2, Coating Designation G-60. • 6' high with three architectural "V" folds. • Steel wire mesh fence panels shall be welded by resistance welding per ASTM A185 using 6 gauge (0.192 inch) pre-galvanized steel wire, welded at each crossing to form rectangles. Vertical 6ga. (0.192) wires shall be spaced at 2 inches; horizontal 6ga. (0.192) wires shall be spaced at 6 inches. The cold rolled wire shall have a tensile strength of at least 70,000 PSI and 74,000 PSI weld shear strength. Wire strand shall be galvanized before welded (GBW), .050 ounces per square foot zinc coating conforming to the ASTM A641. New fencing shall be include all components (i.e., panels, brackets, posts, gates and hardware) required and shall be installed per the manufacturer's recommendation. The manufacturer's of decorative fence have indicated longer than usual lead times and parts on backorder. The Contractor shall anticipate a potential delay in delivering fence part and BNSF Crossing Improvements/HaIlock 8 - 12 January 30, 2023 Project Number: 23-3028.3 contractor shall plan their schedule and construction procedures accordingly, and order all fencing materials as soon as possible. No additional compensation will be granted to the Contractor for a potential delay in delivering these items. SECTION 8-12.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(2) Wire Fence and Gates Existing wire fence and gates shall be restored to their former condition or to that condition acceptable to the Engineer. SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.4 Measurement Remove fence shall be measured by the linear foot of fence removed, along the ground line, exclusive of openings. Gates shall be included in the fence measurement. Install new fence shall be measured by the linear foot of fence installed, along the ground line, exclusive of openings. SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment "Remove Fence," per linear foot. The unit contract price per linear foot for the above item shall be considered complete compensation for all materials, labor, supplies, tools and equipment required to remove, haul, and dispose of the existing fence as shown on the plans, described in these specifications and as directed by the Engineer. The unit contract price per linear foot for "Install New Fence" shall be considered complete compensation for all materials, labor, supplies, tools and equipment required to furnish and install the fence including all foundations in accordance with the manufacture's recommendation, plans, specifications and as directed by the Engineer. 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: BNSF Crossing Improvements/HaIlock 8 - 13 January 30, 2023 Project Number: 23-3028.3 8-13.3 Construction Requirements The actual survey monument is not to be disturbed. If the existing survey monument gets damaged or destroyed, the contractor shall contact the Engineer and is responsible for installing a new monument, case, and cover. The monument's case and cover shall be lowered prior to overlay. Install a new riser and adjust the case and cover to finished grade after the overlay. If a case and cover cannot be lowered, as determined by the Engineer, the contractor shall plane around the existing case and cover. Where the overlay will be placed on existing pavement without planing the contractor shall protect the existing case and cover and install new riser case and cover to finished grade. SECTION 8-13.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.4 Measurement Measurement per each for "Install New Riser for Monument's Case and Cover to Finished Grade" will be by the unit of each new monument's riser installed. SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-13.5 Payment 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 "Adjust Existing Monument, Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the monument, case, and cover 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. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. 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. BNSF Crossing Improvements/HaIlock 8 - 14 January 30, 2023 Project Number: 23-3028.3 SECTION 8-14.3 IS SUPPLEMENTED WITH THE FOLLOWING: 8-14.3 Construction Requirements Contractor shall use a 24 hour cure high early concrete mix. SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After troweling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Placement of detectable warning surfacea (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 BNSF Crossing Improvements/HaIlock 8 - 15 January 30, 2023 Project Number: 23-3028.3 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 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 8-14.3(6) Cement Concrete Non-Walking Surface Non-Walking Surfaces shall be conform to the detail shown on the plans with River Rock set in concrete and installed at the locations indicated on the plans or where directed by the Engineer. Where native ground is firm crushed rock may be omitted or used for leveling purposes only. 4' to 6' rounded river cobble shall be individually set 1/2 minimum of the cobble diameter into the cement grout. Grout shall be class 4,000 with a maximum aggregate size of 1/4". Surface of cobble shall be saturated with water at time it is set. 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 with Thickened Edge," per square yard "Cement Concrete Sidewalk Ramp Type Single Direction A," per each The unit bid per square yard or per each for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; 24 hour cure concrete; 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. The unit contract price per square foot of "Detectable Warning Surface," constitutes complete compensation for all materials, labor, tools and equipment necessary to supply and install DWS on existing surface/asphalt pavement as described above per the manufacturers recommendation and in full compliance with ADA requirements. Note: DWS installed in Concrete Curb Ramp Type _ shall be included in the price per ramp and shall not be paid for under this bid item. The unit contract price per square yard for "Cement Concrete Non- Walking Surface" constitutes complete compensation to: demolish BNSF Crossing Improvements/HaIlock 8 - 16 January 30, 2023 Project Number: 23-3028.3 existing concrete surface where present, and excavate, load, haul, dispose of spoils and place, grade, level, compact the subgrade and provide, place, grade and compact crushed surfacing. Includes all: materials, supplies, labor, tools, equipment, delivery, haul and disposal required to install 8" thick cement concrete and river rock in accordance with the plans and specifications. 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. 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH: The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A tracer wire terminating within junction boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. 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 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes BNSF Crossing Improvements/HaIlock 8 - 17 January 30, 2023 Project Number: 23-3028.3 Slip-resistant surfaces (non-skid) shall have a static coefficient of friction (COF) of 0.6 and WSDOT initial approval such as the Mebecl (their most aggressive surface) manufactured by IKG Industries, SlipNOT Grade 3 - coarse manufactured by W.S. Molnar Company or the TH605 manufactured by Thermion, Inc. THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(10) IS REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(14)E IS REVISED AS FOLLOWS: 8-20.3(14)E Signal Standards ITEM 8 IS REVISED AS FOLLOWS: 8. All tenons shall be field installed using Astro-BracT"' AB-3008 Clamp Kits, or pre-approved equal. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The unit contract price per each for "Relocate Existing Luminaire" shall constitute complete compensation for all materials, tools, equipment, supplies and labor required to take down and reinstall the existing luminaire with a new foundation in the location shown on the plans and described in the specifications. This bid item shall include but is not limited to: removing the existing luminaire, foundation, wire and conduit; protecting the existing luminaire from damage during removal BNSF Crossing Improvements/HaIlock 8 - 18 January 30, 2023 Project Number: 23-3028.3 and reinstallation, excavation; trenching; conduit; wiring; backfilling; compacting; new luminaire foundation; and connection to the existing system, Labor and Industries, electrical and all other items required for the fully functional illumination system. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. The unit contract price per each for "Non-skid Type 1 Junction Box Frame and Cover" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove and dispose of the existing frame and cover, install the new frame and cover as described above and adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. 8-21 PERMANENT SIGNING 8-21.3 Construction Requirements SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: 8-21.3(4) Sign Removal Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 240' 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 Standard Plans 6-82a-6-84, unless otherwise specified on the plans, or by the Engineer. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: BNSF Crossing Improvements/HaIlock 8 - 19 January 30, 2023 Project Number: 23-3028.3 8-21.5 Payment The unit contract price per lump sum for "Removal of Traffic Signs" constitutes complete compensation for all labor, materials, supplies and equipment necessary to remove, dispose, salvage, or deliver the traffic signs shown on the plans and described in the specifications. The unit contract price per lump sum for "Permanent Sianinq" constitutes complete compensation for all labor, materials, supplies and equipment necessary to install the traffic signs and foundations shown on the plans and described in the specifications. This bid item shall also include costs to maintain temporary railroad traffic signs impacted during construction until permeant signage is visible to traffic. The unit contract price per each for "Solar-Powered LED `Do Not Stop On Tracks' Sign" constitutes compensation for all labor, materials, supplies and equipment necessary to install MUTCD section 2A.07 compliant 30"x36" R8-8 sign with eight (8) 1- 1/4" white LED lights, solar cell, and battery as shown on the plans 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 pairs of parallel SOLID WHITE lines, 8-feet long, 8 inches wide, aligned parallel with the direction of traffic, with an 8 inch space between the lines. Pairs are located as shown in Kent Standard Plan 6-75. 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 BNSF Crossing Improvements/HaIlock 8 - 20 January 30, 2023 Project Number: 23-3028.3 Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Crosswalk Lines • Plastic Stop Lines Type B (Pre-Formed Fused Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Speed Bump markings Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings. • Profiled Plastic lane lines • Plastic Flat long lines • Plastic Diagonal lines • Plastic Wide lane lines • Plastic Bike Lane Lines not applied in sidewalk • Profiled Plastic Double Yellow Centerlines • Profiled Plastic Two-Way Left Turn Lane Lines • Plastic Traffic Arrows • Plastic Traffic Letters • Plastic Railroad Crossing makings MMAX AREA MARKINGS WITH CORUNDUM (Type D - Liquid Cold Applied Methyl Methacrylate with Corundum) shall be used when applying the following pavement markings. • Single Solid Plastic Edge Line applied in sidewalk • Plastic Bike Lane Symbols • Plastic Green Bike Lane • Green bike crossing • All other pavement markings installed in sidewalks and pedestrian pathways for the purpose of directing cyclists. Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. Type A plastic material shall be BC2000 series or approved equal meeting the requirements of Section 9-34 and the following requirements. Type A plastic materials shall be capable of being applied at a temperature between 375 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. BNSF Crossing Improvements/HaIlock 8 - 21 January 30, 2023 Project Number: 23-3028.3 MMAX AREA MARKINGS WITH CORUNDUM shall meet the requirements of Section 8-22.3(A). No glass beads are required. Type D plastic material shall meet the requirements of Section 9-34. Glass beads shall be as recommended by the material manufacturer. Raised Pavement Markers shall meet the requirements of Section 8- 09.2. All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). Material for pavement and curb markings shall be white or yellow paint as noted in the Proposal and Bid Item Descriptions. All paint, including the paint for the concrete curbs, shall be described in the Qualified Products List as "Temporary Pavement Marking Paint - Low VOC Solvent Based." Paint and sprayed material shall be applied with a top dressing of glass beads. All Paint shall comply with the specifications for no heat, instant dry pavement markings. Glass beads shall be AC-110 Highway Street Spheres, or pre-approved equal. Material for pavement markings shall be paint, plastic or Raised Pavement Markings (RPMs) as noted in the bid item. Paint and plastic shall be selected from materials listed in the Qualified Products list (QPL). Material for RPMs shall meet the requirements for Section 8-09.2. 8-22.3 Construction Requirements 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. ADD NEW SECTION 8.22.3(A); 8-22.3(A) MMA 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: BNSF Crossing Improvements/HaIlock 8 - 22 January 30, 2023 Project Number: 23-3028.3 Materials used to create MMAX AREA MARKINGS WITH CORUNDUM shall consist of MMAX AREA MARKING Pre-pigmented Methyl Methacrylate Resin, MMAX AREA MARKING hardwearing aggregate and catalyst. MMAX AREA MARKING's will have the following performance properties: Density 18.5 +/- 0.5 Lbs. / Gallon Solids >99% ASTM D2205 Build Thickness 90 +/- 10 Mils VOC <100 Grams/Liter Pot Life —15min AASHTO T237 Skid >60 ASTM E303 Hardness 50-60 ASTM D2240 Water Absorption <0.25% ASTM D570 Keep materials in dry, protected areas, between 40OF to 80°F. Keep out of direct sunlight and protected from open flame. Finished Color: E-F Bike Lake Green or White as specified in the contract plans. Methyl Methacrylate Resin: Methyl Methacrylate resin shall have the following properties:. Density 12.8 +/- 0.35 Lbs/Gal Tensile >2000 psi ASTM D638 Elongation >70% ASTM D638 Flash Point >50°F / 100C ASTM D1310 Resin must be supplied in compliant metal pails that have UN1A2Y1.9/100 rating. 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, BNSF Crossing Improvements/HaIlock 8 - 23 January 30, 2023 Project Number: 23-3028.3 debris and any other material that might interfere with the bond between marking and the surface to be treated. All concrete curing compounds shall be completely removed from concrete surfaces prior to installation by shot blasting or grinding. Existing concrete surfaces shall be wire brushed, but may require shot blasting or grinding dependent on condition.' Clean areas containing chemical contaminants such as vehicle fluids, using a degreasing solution, and ensure removal of contaminants and degreasing solution well in advance of the application. Existing pavement markings that are to be left in place, utilities, drainage structures, curbs and any other structure within or adjacent to the treatment location shall be masked to protect from application. Existing pavement markings conflicting with the surface treatment must be removed by grinding or water blasting. Extra care must be taken to thoroughly remove the dust and debris caused from grinding. Installed pavement marking must be 100% cured, which will be a hardened solid state, before opening the marked area to traffic. SECTION 8-22.3(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). 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. BNSF Crossing Improvements/HaIlock 8 - 24 January 30, 2023 Project Number: 23-3028.3 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 6-foot unit consisting of a 2-foot line and a 4-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 - A single solid white line 4 inches wide used for striping no vehicle areas. Crosswalk Stripe BNSF Crossing Improvements/HaIlock 8 - 25 January 30, 2023 Project Number: 23-3028.3 A series of pairs of parallel SOLID WHITE lines, 8-feet long as shown in Kent Standard Plan 6-75. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions 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 type of existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.4 Measurement "Profiled Plastic Skip Lane Line" "Profiled Plastic Wide Line" "Single Solid Plastic Edge Line" "Plastic Diagonal Line" The measurement for the above items will be based on the total length of each plastic 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. The BNSF Crossing Improvements/HaIlock 8 - 26 January 30, 2023 Project Number: 23-3028.3 measurement for double wide lane line will be based on the total length of each wide lane line installed. The measurement for "Profiled Plastic Two Way Left Turn Line" and "Profiled Plastic Double Yellow Center Line" will be based on the total length of each 4 inch wide plastic line installed. No deduction will be made for the unmarked area when the marking includes a broken line such as, center line, dotted line, dotted extension line, center line with no-pass line, lane line, reversible lane line, or two-way left-turn center line. Double yellow and two way left turn markings shall be measured by the completed linear foot and will not be counted for each individual line which composes the line pattern. The measurement for "Plastic Bicycle Lane Symbol" shall include both the bike rider symbol and bike lane arrow as one per each measurement as shown on the WSDOT Standard Plan M-9.50. The measurement for "Plastic Green Bike Lane" shall be per square foot of green marking applied. The 6" white line shown on the bicycle pedestrian crosswalk detail shall be incidental to this bid item. The measurement for "Plastic Bicycle Detector Pavement Marking" shall include both the bike rider symbol and vertical line segments above and below the symbol as one per each measurement as shown in the MUTCD Figure 9C-7. SECTION 8-22.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.5 Payment "Profiled Plastic Double Yellow Center Line," per linear foot "Profiled Plastic Skip Lane Line," per linear foot "Single Solid Plastic Edge Line," per linear foot "Plastic Diagonal Line," per linear foot DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-27 HANDRAILS 8-27.1 Description Aluminum handrails shall be installed at locations as shown on the plans or as directed by the Engineer. 8-27.2 Materials The handrail shall be constructed of 1-1/2 inch I.D. Schedule 40 #6063-T6 Aluminum structural pipe. All connections shall be joined together by using Nu-rail or equivalent fittings with cadmium-plated steel alloy screws. 8-27.3 Construction Requirements BNSF Crossing Improvements/HaIlock 8 - 27 January 30, 2023 Project Number: 23-3028.3 The handrail posts shall be placed in a vertical position and shall be spaced 8 feet (center-to-center) apart. Spacing shall be measured parallel to the slope of the sidewalk. Post shall be slipped into the 2 inch barrel in the foundation and held secured with 1/4 inch galvanized bolt and nut. See Kent Standard Plan 6-41. The foundation shall be of 5 sack Cement Concrete mix (Class 3000) and the diameter shall not be smaller than a post-hole digger and at least two feet deep. The 2 inch I.D. barrel shall be cast at the center of the foundation. 8-27.5 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 lineal foot for "Handrail" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to install the handrail as shown on the plans and described in the specifications. Reference Kent Standard Plans 6-41. 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. BNSF Crossing Improvements/HaIlock 8 - 28 January 30, 2023 Project Number: 23-3028.3 8-28.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. BNSF Crossing Improvements/HaIlock 8 - 29 January 30, 2023 Project Number: 23-3028.3 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. 9-03.21 Recycled Material SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-03.21(1)D Recycled Glass (glass cullet) Recycle glass (glass cullet) shall not be used for any purposes. 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.2 Topsoil BNSF Crossing Improvements/HaIlock 9 - 1 January 30, 2023 Project Number: 23-3028.3 SECTION 9-14.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2(1) Topsoil Type A Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 - 67% sand and/or sandy loam and 33 - 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils," and TMECC 05.07A "Loss-On-Ignition Organic Matter Method." Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, Scot's broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. A. The soil shall meet the following requirements. 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 BNSF Crossing Improvements/HaIlock 9 - 2 January 30, 2023 Project Number: 23-3028.3 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: 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 Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. Proportion Ingredient Pure Seed Germination Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass 95% 90% 0.5% 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. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: BNSF Crossing Improvements/HaIlock 9 - 3 January 30, 2023 Project Number: 23-3028.3 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. 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 BNSF Crossing Improvements/HaIlock 9 - 4 January 30, 2023 Project Number: 23-3028.3 submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. BNSF Crossing Improvements/HaIlock 9 - 5 January 30, 2023 Project Number: 23-3028.3 BNSF RAILWAY CONTRACTOR REQUIREMENTS BNSF Crossing Improvements/HaIlock A - I January 30, 2023 Project Number: 23-3028.3 B/VSF RAILWAY EXHIBIT Nicol CONTRACTOR REQUIREMENTS 1.01 General: • 1.01.01 The Contractor must cooperate with BNSF RAILWAY COMPANY, hereinafter referred to as "Railway" where work is over or under on or adjacent to Railway property and/or right-of-way, hereafter referred to as "Railway Property", during the construction of the 2023 Railroad Quiet Zone BNSF Trespass Fencing Project. • 1.01.02 The Contractor must execute and deliver to the Railway duplicate copies of the Exhibit "C-1" Agreement, in the form attached hereto, obligating the Contractor to provide and maintain in full force and effect the insurance called for under Section 3 of said Exhibit "C-1". Questions regarding procurement of the Railroad Protective Liability Insurance should be directed to Rosa Martinez at Marsh, USA, 214-303- 8519. • 1.01.03 The Contractor must plan, schedule and conduct all work activities so as not to interfere with the movement of any trains on Railway Property. • 1.01.04 The Contractor's right to enter Railway's Property is subject to the absolute right of Railway to cause the Contractor's work on Railway's Property to cease if, in the opinion of Railway, Contractor's activities create a hazard to Railway's Property, employees, and/or operations. Railway will have the right to stop construction work on the Project if any of the following events take place: (i) Contractor (or any of its subcontractors) performs the Project work in a manner contrary to the plans and specifications approved by Railway; (ii) Contractor (or any of its subcontractors), in Railway's opinion, prosecutes the Project work in a manner which is hazardous to Railway property, facilities or the safe and expeditious movement of railroad traffic; (iii) the insurance described in the attached Exhibit C-1 is canceled during the course of the Project; or (iv) Contractor fails to pay Railway for the Temporary Construction License or the Easement. The work stoppage will continue until all necessary actions are taken by Contractor or its subcontractor to rectify the situation to the satisfaction of Railway's Division Engineer or until additional insurance has been delivered to and accepted by Railway. In the event of a breach of (i) this Agreement, (ii) the Temporary Construction License, or (iii) the Easement, Railway may immediately terminate the Temporary Construction License or the Easement. Any such work stoppage under this provision will not give rise to any liability on the part of Railway. Railway's right to stop the work is in addition to any other rights Railway may have including, but not limited to, actions or suits for B/VSF RAILWAY damages or lost profits. In the event that Railway desires to stop construction work on the Project, Railway agrees to immediately notify the following individual in writing: • 1.01.05 The Contractor is responsible for determining and complying with all Federal, State and Local Governmental laws and regulations, including, but not limited to environmental laws and regulations (including but not limited to the Resource Conservation and Recovery Act, as amended; the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation Act, CERCLA), and health and safety laws and regulations. The Contractor hereby indemnifies, defends and holds harmless Railway for, from and against all fines or penalties imposed or assessed by Federal, State and Local Governmental Agencies against the Railway which arise out of Contractor's work under this Agreement. • 1.01.06 The Contractor must notify (Agency) at and Railway's Manager Public Projects, telephone number ( ) at least thirty (30) calendar days before commencing any work on Railway Property. Contractor's notification to Railway must refer to Railway's file • 1.01.07 For any bridge demolition and/or falsework above any tracks or any excavations located with any part of the excavations located within, whichever is greater, twenty-five (25) feet of the nearest track or intersecting a slope from the plane of the top of rail on a 2 horizontal to 1 vertical slope beginning at eleven (11) feet from centerline of the nearest track, both measured perpendicular to center line of track, the Contractor must furnish the Railway five sets of working drawings showing details of construction affecting Railway Property and tracks. The working drawing must include the proposed method of installation and removal of falsework, shoring or cribbing, not included in the contract plans and two sets of structural calculations of any falsework, shoring or cribbing. For all excavation and shoring submittal plans, the current "BNSF-UPRR Guidelines for Temporary Shoring" must be used for determining the design loading conditions to be used in shoring design, and all calculations and submittals must be in accordance with the current "BNSF- UPRR Guidelines for Temporary Shoring". All submittal drawings and calculations must be stamped by a registered professional engineer licensed to practice in the state the project is located. All calculations must take into consideration railway surcharge loading and must be designed to meet American Railway Engineering and Maintenance-of-Way Association (previously known as American Railway Engineering Association) Coopers E-80 live loading standard. All drawings and B/VSF RA/L WAY calculations must be stamped by a registered professional engineer licensed to practice in the state the project is located. The Contractor must not begin work until notified by the Railway that plans have been approved. The Contractor will be required to use lifting devices such as, cranes and/or winches to place or to remove any falsework over Railway's tracks. In no case will the Contractor be relieved of responsibility for results obtained by the implementation of said approved plans. • 1.01.08 Subject to the movement of Railway's trains, Railway will cooperate with the Contractor such that the work may be handled and performed in an efficient manner. The Contractor will have no claim whatsoever for any type of damages or for extra or additional compensation in the event his work is delayed by the Railway. 1.02 Contractor Safety Orientation • 1.02.01 No employee of the Contractor, its subcontractors, agents or invitees may enter Railway Property without first having completed Railway's Engineering Contractor Safety Orientation, found on the web site www.bnsfcontractor.com. The Contractor must ensure that each of its employees, subcontractors, agents or invitees completes Railway's Engineering Contractor Safety Orientation through internet sessions before any work is performed on the Project. Additionally, the Contractor must ensure that each and every one of its employees, subcontractors, agents or invitees possesses a card certifying completion of the Railway Contractor Safety Orientation before entering Railway Property. The Contractor is responsible for the cost of the Railway Contractor Safety Orientation. The Contractor must renew the Railway Contractor Safety Orientation annually. Further clarification can be found on the web site or from the Railway's Representative. 1.03 Railway Requirements • 1.03.01 The Contractor must take protective measures as are necessary to keep railway facilities, including track ballast, free of sand, debris, and other foreign objects and materials resulting from his operations. Any damage to railway facilities resulting from Contractor's operations will be repaired or replaced by Railway and the cost of such repairs or replacement must be paid for by the Agency. • 1.03.02 The Contractor must notify the Railway's Division Engineer at ( ) and provide blasting plans to the Railway for review seven (7) calendar days prior to conducting any blasting operations adjacent to or on Railway's Property. B/VSF RAILWAY • 1.03.03 The Contractor must abide by the following temporary clearances during construction: ■ 15'-0" Horizontally from centerline of nearest track ■ 21'-6" Vertically above top of rail ■ 27'-0" Vertically above top of rail for electric wires carrying less than 750 volts ■ 28'-0" Vertically above top of rail for electric wires carrying 750 volts to 15,000 volts ■ 30'-0" Vertically above top of rail for electric wires carrying 15,000 volts to 20,000 volts ■ 34'-0" Vertically above top of rail for electric wires carrying more than 20,000 volts • 1.03.04 Upon completion of construction, the following clearances shall be maintained: ■ 25' Horizontally from centerline of nearest track ■ 23' 6" Vertically above top of rail • 1.03.05 Any infringement within State statutory clearances due to the Contractor's operations must be submitted to the Railway and to the (Agency) and must not be undertaken until approved in writing by the Railway, and until the (Agency) has obtained any necessary authorization from the State Regulatory Authority for the infringement. No extra compensation will be allowed in the event the Contractor's work is delayed pending Railway approval, and/or the State Regulatory Authority's approval. • 1.03.06 In the case of impaired vertical clearance above top of rail, Railway will have the option of installing tell-tales or other protective devices Railway deems necessary for protection of Railway operations. The cost of tell-tales or protective devices will be borne by the Agency. • 1.03.07 The details of construction affecting the Railway's Property and tracks not included in the contract plans must be submitted to the Railway by (Agency) for approval before work is undertaken and this work must not be undertaken until approved by the Railway. • 1.03.08 At other than public road crossings, the Contractor must not move any equipment or materials across Railway's tracks until permission has been obtained from the Railway. The Contractor must obtain a "Temporary Construction Crossing Agreement" from the Railway prior to moving his equipment or materials across the Railways tracks. The temporary crossing must be gated and locked at all times when not required for use by the Contractor. The temporary crossing for use of the Contractor will be constructed and, at the completion of the project, removed at the B/VSF RAILWAY expense of the Contractor. • 1.03.09 Discharge, release or spill on the Railway Property of any hazardous substances, oil, petroleum, constituents, pollutants, contaminants, or any hazardous waste is prohibited and Contractor must immediately notify the Railway's Resource Operations Center at 1(800) 832-5452, of any discharge, release or spills in excess of a reportable quantity. Contractor must not allow Railway Property to become a treatment, storage or transfer facility as those terms are defined in the Resource Conservation and Recovery Act or any state analogue. • 1.03.10 The Contractor upon completion of the work covered by this contract, must promptly remove from the Railway's Property all of Contractor's tools, equipment, implements and other materials, whether brought upon said property by said Contractor or any Subcontractor, employee or agent of Contractor or of any Subcontractor, and must cause Railway's Property to be left in a condition acceptable to the Railway's representative. 1.04 Contractor Roadway Worker on Track Safety Program and Safety Action Plan: • 1.04.01 Each Contractor that will perform work within 25 feet of the centerline of a track must develop and implement a Roadway Worker Protection/On Track Safety Program and work with Railway Project Representative to develop an on track safety strategy as described in the guidelines listed in the on track safety portion of the Safety Orientation. This Program must provide Roadway Worker protection/on track training for all employees of the Contractor, its subcontractors, agents or invitees. This training is reinforced at the job site through job safety briefings. Additionally, each Contractor must develop and implement the Safety Action Plan, as provided for on the web site www.bnsfcontractor.com, which will be made available to Railway prior to commencement of any work on Railway Property. During the performance of work, the Contractor must audit its work activities. The Contractor must designate an on-site Project Supervisor who will serve as the contact person for the Railway and who will maintain a copy of the Safety Action Plan, safety audits, and Material Safety Datasheets (MSDS), at the job site. • 1.04.02 Contractor shall have a background investigation performed on all of its employees, subcontractors and agents who will be performing any services for Railroad under this Agreement which are determined by Railroad in its sole discretion a) to be on Railroad's property, or b) that require access to Railroad Critical Infrastructure, Railroad Critical Information Systems, Railroad's Employees, Hazardous Materials on Railroad's property or is being transported by or otherwise in the custody of Railroad, or Freight in Transit involving Railroad. B/VSF RAILWAY The required background screening shall at a minimum meet the rail industry background screening criteria defined by the e-RAILSAFE Program as outlined at http://www.eVerifile.com, in addition to any other applicable regulatory requirements. Contractor shall obtain written consent from all its employees, subcontractors or agents screened in compliance with the e-RAILSAFE Program to participate in the Program on their behalf and to release completed background information to Railroad's designee. Contractor shall be subject to periodic audit to ensure compliance. Contractor subject to the e-RAILSAFE Program hereunder shall not permit any of its employees, subcontractors or agents to perform services hereunder who are not first approved under e-RAILSAFE Program standards. Railroad shall have the right to deny entry onto its premises or access as described in this section above to any of Contractor's employees, subcontractors or agents who do not display the authorized identification badge issued by a background screening service meeting the standards set forth in the e-RAILSAFE Program, or who in Railroad's opinion, which may not be unreasonable, may pose a threat to the safety or security of Railroad's operations, assets or personnel. Contractors shall be responsible for ensuring that its employees, subcontractors and agents are United States citizens or legally working in the United States under a lawful and appropriate work VISA or other work authorization. 1.05 Railway Flagger Services: • 1.05.01 The Contractor must give Railway's Roadmaster (telephone 253-591- 3000) a minimum of thirty (30) calendar days advance notice when flagging services will be required so that the Roadmaster can make appropriate arrangements (i.e., bulletin the flagger's position). If flagging services are scheduled in advance by the Contractor and it is subsequently determined by the parties hereto that such services are no longer necessary, the Contractor must give the Roadmaster five (5) working days advance notice so that appropriate arrangements can be made to abolish the position pursuant to union requirements. • 1.05.02 Unless determined otherwise by Railway's Project Representative, Railway flagger will be required and furnished when Contractor's work activities are located over, under and/or within twenty-five (25) feet measured horizontally from centerline of the nearest track and when cranes or similar equipment positioned beyond 25-feet from the track centerline could foul the track in the event of tip over or other catastrophic occurrence, but not limited thereto for the following conditions: B/VSF RA/L WAY • 1.05.02a When, upon inspection by Railway's Representative, other conditions warrant. • 1.05.02b When any excavation is performed below the bottom of tie elevation, if, in the opinion of Railway's representative, track or other Railway facilities may be subject to movement or settlement. • 1.05.02c When work in any way interferes with the safe operation of trains at timetable speeds. • 1.05.02d When any hazard is presented to Railway track, communications, signal, electrical, or other facilities either due to persons, material, equipment or blasting in the vicinity. • 1.05.02e Special permission must be obtained from the Railway before moving heavy or cumbersome objects or equipment which might result in making the track impassable. • 1.05.03 Flagging services will be performed by qualified Railway flaggers. • 1.05.03a Flagging crew generally consists of one employee. However, additional personnel may be required to protect Railway Property and operations, if deemed necessary by the Railways Representative. • 1.05.03b Each time a flagger is called, the minimum period for billing will be the eight (8) hour basic day. • 1.05.03c The cost of flagger services provided by the Railway will be borne by (Agency). The estimated cost for one (1) flagger is approximately between $800.00-$1,600.00 for an eight (8) hour basic day with time and one-half or double time for overtime, rest days and holidays. The estimated cost for each flagger includes vacation allowance, paid holidays, Railway and unemployment insurance, public liability and property damage insurance, health and welfare benefits, vehicle, transportation, meals, lodging, radio, equipment, supervision and other costs incidental to performing flagging services. Negotiations for Railway labor or collective bargaining agreements and rate changes authorized by appropriate Federal authorities may increase actual or estimated flagging rates. THE FLAGGING RATE IN EFFECT AT THE TIME OF PERFORMANCE BY THE CONTRACTOR HEREUNDER WILL BE USED TO CALCULATE THE ACTUAL COSTS OF FLAGGING PURSUANT TO THIS PARAGRAPH. • 1.05.03d The average train traffic on this route is freight trains per B/VSF RA/L WAY 24-hour period at a timetable speed MPH and passenger trains at a timetable speed of MPH. 1.06 Contractor General Safety Requirements • 1.06.01 Work in the proximity of railway track(s) is potentially hazardous where movement of trains and equipment can occur at any time and in any direction. All work performed by contractors within 25 feet of any track must be in compliance with FRA Roadway Worker Protection Regulations. • 1.06.02 Before beginning any task on Railway Property, a thorough job safety briefing must be conducted with all personnel involved with the task and repeated when the personnel or task changes. If the task is within 25 feet of any track, the job briefing must include the Railway's flagger, as applicable, and include the procedures the Contractor will use to protect its employees, subcontractors, agents or invitees from moving any equipment adjacent to or across any Railway track(s). • 1.06.03 Workers must not work within 25 feet of the centerline of any track without an on track safety strategy approved by the Railway's Project Representative. When authority is provided, every contractor employee must know: (1) who the Railway flagger is, and how to contact the flagger, (2) limits of the authority, (3) the method of communication to stop and resume work, and (4) location of the designated places of safety. Persons or equipment entering flag/work limits that were not previously job briefed, must notify the flagger immediately, and be given a job briefing when working within 25 feet of the center line of track. • 1.06.04 When Contractor employees are required to work on the Railway Property after normal working hours or on weekends, the Railway's representative in charge of the project must be notified. A minimum of two employees must be present at all times. • 1.06.05 Any employees, agents or invitees of Contractor or its subcontractors under suspicion of being under the influence of drugs or alcohol, or in the possession of same, will be removed from the Railway's Property and subsequently released to the custody of a representative of Contractor management. Future access to the Railway's Property by that employee will be denied. • 1.06.06 Any damage to Railway Property, or any hazard noticed on passing trains must be reported immediately to the Railway's representative in charge of the project. Any vehicle or machine which may come in contact with track, signal equipment, or structure (bridge) and could result in a train derailment must be reported immediately to the Railway representative in charge of the project and to the Railway's Resource Operations Center at 1(800) 832-5452. Local emergency B/VSF RAILWAY numbers are to be obtained from the Railway representative in charge of the project prior to the start of any work and must be posted at the job site. • 1.06.07 For safety reasons, all persons are prohibited from having pocket knives, firearms or other deadly weapons in their possession while working on Railway's Property. • 1.06.08 All personnel protective equipment (PPE) used on Railway Property must meet applicable OSHA and ANSI specifications. Current Railway personnel protective equipment requirements are listed on the web site, www.bnsfcontractor.com, however, a partial list of the requirements include: a) safety glasses with permanently affixed side shields (no yellow lenses); b) hard hats; c) safety shoe with: hardened toes, above-the-ankle lace-up and a defined heel; and d) high visibility retro-reflective work wear. The Railway's representative in charge of the project is to be contacted regarding local specifications for meeting requirements relating to hi-visibility work wear. Hearing protection, fall protection, gloves, and respirators must be worn as required by State and Federal regulations. (NOTE _ Should there be a discrepancy between the information contained on the web site and the information in this paragraph, the web site will govern.) • 1.06.09 THE CONTRACTOR MUST NOT PILE OR STORE ANY MATERIALS, MACHINERY OR EQUIPMENT CLOSER THAN 25'-0" TO THE CENTER LINE OF THE NEAREST RAILWAY TRACK. MATERIALS, MACHINERY OR EQUIPMENT MUST NOT BE STORED OR LEFT WITHIN 250 FEET OF ANY HIGHWAY/RAIL AT-GRADE CROSSINGS OR TEMPORARY CONSTRUCTION CROSSING, WHERE STORAGE OF THE SAME WILL OBSTRUCT THE VIEW OF A TRAIN APPROACHING THE CROSSING. PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST ESTABLISH A STORAGE AREA WITH CONCURRENCE OF THE RAILWAY'S REPRESENTATIVE. • 1.06.10 Machines or vehicles must not be left unattended with the engine running. Parked machines or equipment must be in gear with brakes set and if equipped with blade, pan or bucket, they must be lowered to the ground. All machinery and equipment left unattended on Railway's Property must be left inoperable and secured against movement. (See internet Engineering Contractor Safety Orientation program for more detailed specifications) • 1.06.11 Workers must not create and leave any conditions at the work site that would interfere with water drainage. Any work performed over water must meet all Federal, State and Local regulations. • 1.06.12 All power line wires must be considered dangerous and of high voltage unless informed to the contrary by proper authority. For all power lines the minimum clearance between the lines and any part of the equipment or load must be; 200 KV B/VSF RA/L WAY or below - 15 feet; 200 to 350 KV - 20 feet; 350 to 500 KV - 25 feet; 500 to 750 KV - 35 feet; and 750 to 1000 KV - 45 feet. If capacity of the line is not known, a minimum clearance of 45 feet must be maintained. A person must be designated to observe clearance of the equipment and give a timely warning for all operations where it is difficult for an operator to maintain the desired clearance by visual means. 1.07 Excavation: • 1.07.01 Before excavating, the Contractor must determine whether any underground pipe lines, electric wires, or cables, including fiber optic cable systems are present and located within the Project work area. The Contractor must determine whether excavation on Railway's Property could cause damage to buried cables resulting in delay to Railway traffic and disruption of service to users. Delays and disruptions to service may cause business interruptions involving loss of revenue and profits. Before commencing excavation, the Contractor must contact BNSF's Field Engineering Representative (_ All underground and overhead wires will be considered HIGH VOLTAGE and dangerous until verified with the company having ownership of the line. It is the Contractor's responsibility to notify any other companies that have underground utilities in the area and arrange for the location of all underground utilities before excavating. • 1.07.02 The Contractor must cease all work and notify the Railway immediately before continuing excavation in the area if obstructions are encountered which do not appear on drawings. If the obstruction is a utility and the owner of the utility can be identified, then the Contractor must also notify the owner immediately. If there is any doubt about the location of underground cables or lines of any kind, no work must be performed until the exact location has been determined. There will be no exceptions to these instructions. • 1.07.03 All excavations must be conducted in compliance with applicable OSHA regulations and, regardless of depth, must be shored where there is any danger to tracks, structures or personnel. • 1.07.04 Any excavations, holes or trenches on the Railway's Property must be covered, guarded and/or protected when not being worked on. When leaving work site areas at night and over weekends, the areas must be secured and left in a condition that will ensure that Railway employees and other personnel who may be working or passing through the area are protected from all hazards. All excavations must be back filled as soon as possible. 1.08 Hazardous Waste, Substances and Material Reporting: B/VSF RAILWAY • 1.08.01 If Contractor discovers any hazardous waste, hazardous substance, petroleum or other deleterious material, including but not limited to any non-containerized commodity or material, on or adjacent to Railway's Property, in or near any surface water, swamp, wetlands or waterways, while performing any work under this Agreement, Contractor must immediately: (a) notify the Railway's Resource Operations Center at 1(800) 832-5452, of such discovery: (b) take safeguards necessary to protect its employees, subcontractors, agents and/or third parties: and (c) exercise due care with respect to the release, including the taking of any appropriate measure to minimize the impact of such release. 1.09 Personal Injury Reporting • 1.09.01 The Railway is required to report certain injuries as a part of compliance with Federal Railroad Administration (FRA) reporting requirements. Any personal injury sustained by an employee of the Contractor, subcontractor or Contractor's invitees while on the Railway's Property must be reported immediately (by phone mail if unable to contact in person) to the Railway's representative in charge of the project. The Non-Employee Personal Injury Data Collection Form contained herein is to be completed and sent by Fax to the Railway at 1(817) 352-7595 and to the Railway's Project Representative no later than the close of shift on the date of the injury. B/VSF RAILWAY "A~W4!WA0=" RAIL WAY NON-EMPLOYEE PERSONAL INJURY DATA COLLECTION (If injuries are in connection with rail equipment accident/incident, highway rail grade crossing accident or automobile accident, ensure that appropriate information is obtained, forms completed and that data entry personnel are aware that injuries relate to that specific event.) Injured Person Type: ❑ Passenger on train (C) ❑ Non-employee (N) (:a.,amp afanothep railroad,ar,non-Aff amp involvadio vehia/e accident,including rampany vehicles) Contractor/safety sensitive (F) ❑ Contractor/non-safety sensitive Q Volunteer/safety sensitive (H) ❑ Volunteer/other non-safety sensitive (1) ❑ Non-trespasser R - to include highway users involved in highway rail grade crossing accidents who did not go around or through gates ❑ Trespasser (E) - to include highway users involved in highway rail grade crossing accidents who went around or through gates ❑ Non-trespasser W- Off railroad property If train involved,Train 10: Transmit attached information to Accident/Incident Reporting Center by: Fax 1-817-352-7595 or by Phone 1-800-1397-E731] or email to: Accident-Reporting.CenterNEINSF.cam Officer Providing Information: (Name) (Employee No.) (Phone#) REPORT PREPARED TO COMPLY WITH FEDERAL ACCIDENT REPORTING REQUIREMENTS AND PROTECTED FROM DISCLOSURE PURSUANT TO 49 U.S.C.20903 AND 03 U.S.C.490 B/VSF i9A/L WAY NON-EMPLOYEE PERSONAL INJURY DATA COLLECTION INFORMATION REQUIRED TO BE COLLECTED PURSUANT TO FEDERAL REGULATION.IT SHOULD BE USED FOR COMPLIANCE WITH FEDERAL REGULATIONS ONLY AND IT IS NOT INTENDED TO PRESUME ACCEPTANCE OF RESPONSIBILITY OR LIABILITY. I.Accident City/St: 2.Date: Time: County: 3.Temperature: 4. Weather: (if non BNSF location) Mile Post/Line Segment: 5.Driver's License No(and state)or other ID: SSN(required): G.Name(last,first,mi): 7.Address: City: St: Zip: S.Date of Birth: and/or Age: Gender: (if available) 'hone Number: Employer: 9.Injury: ID.Body Part: (i.e.,Laceration,etc.) (i.e.,Hand,etc.) 11.Description of Accident(To include location,action,result,etc.): 12.Treatment: First Aid Only Required Medical Treatment Other Medical Treatment 13.Dr.Name: Date: 14.Dr.Address: Street: City: St: Zip: 15.Hospital Name: IG.Hospital Address: Street: City: St: Zip: 17.Diagnosis: REPORT PREPARED TO COMPLY WITH FEDERAL ACCIDENT REPORTING REQUIREMENTS AND PROTECTED FROM DISCLOSURE PURSUANT TO 49 U.S.C.20903 AND 83 U.S.C.490 BNSF FLAGGER REQUEST BILLING ADDRESS: (Original Contractor Only) COMPANY ATTN.TO ADDRESS 1 ADDRESS 2 P.O. BOX CITY,STATE&ZIP EMAIL ADDRESS COMPANY REP. (Original Contractor Only) FIRST NAME LAST NAME TITLE PHONE NUMBER EMAIL ADDRESS WORK DETAILS I This Section to be filled in by BNSF employee TYPE OF WORK FLAGGING LINE SEG. APPROX.START DATE BMP APPROX.END DATE EMP NUMBER OF DAYS CITY STATE PROJECT NUMBER WORK DESCRIPTION iMax.210 Characters Current cost for one BNSF flagger is approximately$1,800 per day with billing based on actual charges A Finance Charge will be assessed on late payments. An administrative cost recovery fee will also be charged per invoice to recover cost associated with billing. Contractor's Responsibility: By acceptance of the contract the contractor assumes complete responsibility for construction of the work.The Contractor should understand that any work not specifically mentioned in the written specifications, but which is necessary, either directly or indirectly, for the proper carrying out of the intent thereof, shall be required and applied, and will perform all such work just as though it were particularly delineated or described. Contractor should also understand that final approval of the track for service is the prerogative of BNSF and close contact with BNSF's Engineering Representative is required. No work is to be performed on BNSF's right- of-way, or in such proximity as to interfere with BNSF's tracks or roadbed,without advance permission by BNSF, including insurance and if necessary, flagging protection. Flagging requests shall be made at least 30 days prior to the start of flagging. Flagging requests cancelled less than 2 days in advance may still be charged to the customer. By acknowledging this agreement,the company's represented will pay all reasonable cost associated with project. Acknowledgement may be either in signature or via email. B/VF RAIL WAS Y EXHIBIT "C-1" Agreement Between BNSF RAILWAY COMPANY and the CONTRACTOR Railway File: _ Agency Project: [Insert contractor's legal name here](hereinafter called "Contractor"), has entered into an agreement (hereinafter called "Agreement") dated , 2020, [insert the date of the contract between the Agency and the Contractor here] with [insert the name of the Agency herel for the performance of certain work in connection with the following project: Performance of such work will necessarily require Contractor to enter BNSF RAILWAY COMPANY (hereinafter called "Railway") right of way and property (hereinafter called "Railway Property"). The Agreement provides that no work will be commenced within Railway Property until the Contractor employed in connection with said work for [insert Agency name herel (i) executes and delivers to Railway an Agreement in the form hereof, and (ii) provides insurance of the coverage and limits specified in such Agreement and Section 3 herein. If this Agreement is executed by a party who is not the Owner, General Partner, President or Vice President of Contractor, Contractor must furnish evidence to Railway certifying that the signatory is empowered to execute this Agreement on behalf of Contractor. Accordingly, in consideration of Railway granting permission to Contractor to enter upon Railway Property and as an inducement for such entry, Contractor, effective on the date of the Agreement, has agreed and does hereby agree with Railway as follows: 1) RELEASE OF LIABILITY AND INDEMNITY Contractor hereby waives, releases, indemnifies, defends and holds harmless Railway for all judgments, awards, claims, demands, and expenses (including attorneys' fees), for injury or death to all persons, including Railway's and Contractor's officers and employees, and for loss and damage to property belonging to any person, arising in any manner from Contractor's or any of Contractor's subcontractors' acts or omissions or any work performed on or about Railway's property or right-of-way. This obligation shall not include such claims, costs, damages, or expenses which may be caused by the sole negligence of Railway or its contractors, agents or employees; Provided, that if the claims or damages are caused by or result from the concurrent negligence or other acts or omissions of (a) Railway, its contractors, agents or B/VSF RA/L WAY employees and (b) Contractor, its subcontractors, agents or employees, this provision shall be valid and enforceable only to the extent of the negligence of the Contractor, its subcontractors, agents or employees. It is mutually negotiated between the parties that the indemnification obligation shall include all claims brought by Contractor's employees against Railway, its agents, servants, employees or otherwise, and Contractor expressly waives its immunity under the industrial insurance act (RCW Title 51) and assumes potential liability for all actions brought by its employees. THE INDEMNIFICATION OBLIGATION ASSUMED BY CONTRACTOR INCLUDES ANY CLAIMS, SUITS OR JUDGMENTS BROUGHT AGAINST RAILWAY UNDER THE FEDERAL EMPLOYEE'S LIABILITY ACT, INCLUDING CLAIMS FOR STRICT LIABILITY UNDER THE SAFETY APPLIANCE ACT OR THE LOCOMOTIVE INSPECTION ACT, WHENEVER SO CLAIMED. Contractor further agrees, at its expense, in the name and on behalf of Railway, that it will adjust and settle all claims made against Railway, and will, at Railway's discretion, appear and defend any suits or actions of law or in equity brought against Railway on any claim or cause of action arising or growing out of or in any manner connected with any liability assumed by Contractor under this Agreement for which Railway is liable or is alleged to be liable. Railway will give notice to Contractor, in writing, of the receipt or dependency of such claims and thereupon Contractor must proceed to adjust and handle to a conclusion such claims, and in the event of a suit being brought against Railway, Railway may forward summons and complaint or other process in connection therewith to Contractor, and Contractor, at Railway's discretion, must defend, adjust, or settle such suits and protect, indemnify, and save harmless Railway from and against all damages, judgments, decrees, attorney's fees, costs, and expenses growing out of or resulting from or incident to any such claims or suits. In addition to any other provision of this Agreement, in the event that all or any portion of this Article shall be deemed to be inapplicable for any reason, including without limitation as a result of a decision of an applicable court, legislative enactment or regulatory order, the parties agree that this Article shall be interpreted as requiring Contractor to indemnify Railway to the fullest extent permitted by applicable law. It is mutually understood and agreed that the assumption of liabilities and indemnification provided for in this Agreement survive any termination of this Agreement. 2) TERM This Agreement is effective from the date of the Agreement until (i) the completion of the project set forth herein, and (ii) full and complete payment to Railway of any and all sums or other amounts owing and due hereunder. B/VSF AA/L WAY 3) INSURANCE Contractor shall, at its sole cost and expense, procure and maintain during the life of this Agreement the following insurance coverage: A. Commercial General Liability insurance. This insurance shall contain broad form contractual liability with a combined single limit of a minimum of $2,000,000 each occurrence and an aggregate limit of at least $4,000,000 but in no event less than the amount otherwise carried by the Contractor. Coverage must be purchased on a post 2004 ISO occurrence form or equivalent and include coverage for, but not limit to the following: ♦ Bodily Injury and Property Damage ♦ Personal Injury and Advertising Injury ♦ Fire legal liability ♦ Products and completed operations This policy shall also contain the following endorsements, which shall be indicated on the certificate of insurance: ♦ The definition of insured contract shall be amended to remove any exclusion or other limitation for any work being done within 50 feet of railroad property. ♦ Waver of subrogation in favor of and acceptable to Railway. ♦ Additional insured endorsement in favor of and acceptable to Railway. ♦ Separation of insureds. ♦ The policy shall be primary and non-contributing with respect to any insurance carried by Railway. It is agreed that the workers' compensation and employers' liability related exclusions in the Commercial General Liability insurance policy(s) required herein are intended to apply to employees of the policy holder and shall not apply to Railway employees. No other endorsements limiting coverage as respects obligations under this Agreement may be included on the policy with regard to the work being performed under this agreement. B. Business Automobile Insurance. This insurance shall contain a combined single limit of at least $1,000,000 per occurrence, and include coverage for, but not limited to the following: ♦ Bodily injury and property damage ♦ Any and all vehicles owned, used or hired The policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance: B/VSF HA/L WAY ♦ Waiver of subrogation in favor of and acceptable to Railway. ♦ Additional insured endorsement in favor of and acceptable to Railway. ♦ Separation of insureds. ♦ The policy shall be primary and non-contributing with respect to any insurance carried by Railway. C. Workers Compensation and Employers Liability insurance including coverage for, but not limited to: ♦ Contractor's statutory liability under the worker's compensation laws of the state(s) in which the work is to be performed. If optional under State law, the insurance must cover all employees anyway. ♦ Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee. This policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance: ♦ Waiver of subrogation in favor of and acceptable to Railway. D. Railroad Protective Liability insurance naming only the Railway as the Insured with coverage of at least $2,000,000 per occurrence and $6,000,000 in the aggregate. The policy Must be issued on a standard ISO form CG 00 35 12 04 and include the following: ♦ Endorsed to include the Pollution Exclusion Amendment ♦ Endorsed to include the Limited Seepage and Pollution Endorsement. ♦ Endorsed to remove any exclusion for punitive damages. ♦ No other endorsements restricting coverage may be added. ♦ The original policy must be provided to the Railway prior to performing any work or services under this Agreement ♦ Definition of "Physical Damage to Property" shall be endorsed to read: "means direct and accidental loss of or damage to all property owned by any named insured and all property in any named insured' care, custody, and control arising out of the acts or omissions of the contractor named on the Declarations. In lieu of providing a Railroad Protective Liability Policy, Licensee may participate (if available) in Railway's Blanket Railroad Protective Liability Insurance Policy. Other Requirements: Where allowable by law, all policies (applying to coverage listed above) shall contain no exclusion for punitive damages. Contractor agrees to waive its right of recovery against Railway for all claims and suits against Railway. In addition, its insurers, through the terms of the policy or policy endorsement, waive B/VSF AA/L WAY their right of subrogation against Railway for all claims and suits. Contractor further waives its right of recovery, and its insurers also waive their right of subrogation against Railway for loss of its owned or leased property or property under Contractor's care, custody or control. Allocated Loss Expense shall be in addition to all policy limits for coverages referenced above. Contractor is not allowed to self-insure without the prior written consent of Railway. If granted by Railway, any self-insured retention or other financial responsibility for claims shall be covered directly by Contractor in lieu of insurance. Any and all Railway liabilities that would otherwise, in accordance with the provisions of this Agreement, be covered by Contractor's insurance will be covered as if Contractor elected not to include a deductible, self-insured retention or other financial responsibility for claims. Prior to commencing services, Contractor shall furnish to Railway an acceptable certificate(s) of insurance from an authorized representative evidencing the required coverage(s), endorsements, and amendments. The certificate should be directed to the following address: BNSF Railway Company c/o CertFocus P.O. Box 140528 Kansas City, MO 64114 Toll Free: 877-576-2378 Fax number: 817-840-7487 Email: BNSF(a_certfocus.com www.certfocus.com Contractor shall notify Railway in writing at least 30 days prior to any cancellation, non- renewal, substitution or material alteration. Any insurance policy shall be written by a reputable insurance company acceptable to Railway or with a current Best's Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided. If coverage is purchased on a "claims made" basis, Contractor hereby agrees to maintain coverage in force for a minimum of three years after expiration, cancellation or termination of this Agreement. Annually Contractor agrees to provide evidence of such coverage as required hereunder. Contractor represents that this Agreement has been thoroughly reviewed by Contractor's insurance agent(s)/broker(s), who have been instructed by Contractor to procure the insurance coverage required by this Agreement. B/VSF i9A/L WAY Not more frequently than once every five years, Railway may reasonably modify the required insurance coverage to reflect then-current risk management practices in the railroad industry and underwriting practices in the insurance industry. If any portion of the operation is to be subcontracted by Contractor, Contractor shall require that the subcontractor shall provide and maintain insurance coverage(s) as set forth herein, naming Railway as an additional insured, and shall require that the subcontractor shall release, defend and indemnify Railway to the same extent and under the same terms and conditions as Contractor is required to release, defend and indemnify Railway herein. Failure to provide evidence as required by this section shall entitle, but not require, Railway to terminate this Agreement immediately. Acceptance of a certificate that does not comply with this section shall not operate as a waiver of Contractor's obligations hereunder. The fact that insurance (including, without limitation, self-insurance) is obtained by Contractor shall not be deemed to release or diminish the liability of Contractor including, without limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by Railway shall not be limited by the amount of the required insurance coverage. In the event of a claim or lawsuit involving Railway arising out of this agreement, Contractor will make available any required policy covering such claim or lawsuit. These insurance provisions are intended to be a separate and distinct obligation on the part of the Contractor. Therefore, these provisions shall be enforceable and Contractor shall be bound thereby regardless of whether or not indemnity provisions are determined to be enforceable in the jurisdiction in which the work covered hereunder is performed. For purposes of this section, Railway shall mean "Burlington Northern Santa Fe LLC", "BNSF Railway Company" and the subsidiaries, successors, assigns and affiliates of each. 4) SALES AND OTHER TAXES In the event applicable sales taxes of a state or political subdivision of a state of the United States are levied or assessed in connection with and directly related to any amounts invoiced by Contractor to Railway ("Sales Taxes"), Railway shall be responsible for paying only the Sales Taxes that Contractor separately states on the invoice or other billing documents provided to Railway; provided, however, that (i) nothing herein shall preclude Railway from claiming whatever Sales Tax exemptions are applicable to amounts Contractor bills Railway, (ii) Contractor shall be responsible for all sales, use, excise, consumption, services and other taxes which may accrue on all services, materials, equipment, supplies or fixtures that Contractor and its subcontractors use or consume in the performance of this Agreement, (iii) Contractor shall be responsible for Sales Taxes (together with any penalties, fines or interest thereon) that Contractor fails to separately state on the invoice or other billing documents provided to Railway or fails to collect at the time of payment by Railway of invoiced amounts (except where Railway claims a Sales Tax exemption), and (iv) Contractor shall be responsible for Sales Taxes (together with any penalties, fines or interest thereon) if Contractor fails to B/VSF i9A/L WAY issue separate invoices for each state in which Contractor delivers goods, provides services or, if applicable, transfers intangible rights to Railway. Upon request, Contractor shall provide Railway satisfactory evidence that all taxes (together with any penalties, fines or interest thereon) that Contractor is responsible to pay under this Agreement have been paid. If a written claim is made against Contractor for Sales Taxes with respect to which Railway may be liable for under this Agreement, Contractor shall promptly notify Railway of such claim and provide Railway copies of all correspondence received from the taxing authority. Railway shall have the right to contest, protest, or claim a refund, in Railway's own name, any Sales Taxes paid by Railway to Contractor or for which Railway might otherwise be responsible for under this Agreement; provided, however, that if Railway is not permitted by law to contest any such Sales Tax in its own name, Contractor shall, if requested by Railway at Railway's sole cost and expense, contest in Contractor's own name the validity, applicability or amount of such Sales Tax and allow Railway to control and conduct such contest. Railway retains the right to withhold from payments made under this Agreement amounts required to be withheld under tax laws of any jurisdiction. If Contractor is claiming a withholding exemption or a reduction in the withholding rate of any jurisdiction on any payments under this Agreement, before any payments are made (and in each succeeding period or year as required by law), Contractor agrees to furnish to Railway a properly completed exemption form prescribed by such jurisdiction. Contractor shall be responsible for any taxes, interest or penalties assessed against Railway with respect to withholding taxes that Railway does not withhold from payments to Contractor. 5) EXHIBIT "C" CONTRACTOR REQUIREMENTS The Contractor must observe and comply with all provisions, obligations, requirements and limitations contained in the Agreement, and the Contractor Requirements set forth on Exhibit "C" attached to the Agreement and this Agreement, including, but not be limited to, payment of all costs incurred for any damages to Railway roadbed, tracks, and/or appurtenances thereto, resulting from use, occupancy, or presence of its employees, representatives, or agents or subcontractors on or about the construction site. Contractor shall execute a Temporary Construction Crossing Agreement or Private Crossing Agreement (http://www.bnsf.com/communities/fags/permits-real-estate/), for any temporary crossing requested to aid in the construction of this Project, if approved by BNSF. 6) TRAIN DELAY Contractor is responsible for and hereby indemnifies and holds harmless Railway (including its affiliated railway companies, and its tenants) for, from and against all damages arising from any unscheduled delay to a freight or passenger train which affects Railway's ability to fully utilize its equipment and to meet customer service and contract obligations. Contractor will be billed, as further provided below, for the economic losses arising from loss of use of equipment, contractual loss of incentive pay and bonuses and contractual penalties resulting B/VSF HA/L WAY from train delays, whether caused by Contractor, or subcontractors, or by the Railway performing work under this Agreement. Railway agrees that it will not perform any act to unnecessarily cause train delay. For loss of use of equipment, Contractor will be billed the current freight train hour rate per train as determined from Railway's records. Any disruption to train traffic may cause delays to multiple trains at the same time for the same period. Additionally, the parties acknowledge that passenger, U.S. mail trains and certain other grain, intermodal, coal and freight trains operate under incentive/penalty contracts between Railway and its customer(s). Under these arrangements, if Railway does not meet its contract service commitments, Railway may suffer loss of performance or incentive pay and/or be subject to penalty payments. Contractor is responsible for any train performance and incentive penalties or other contractual economic losses actually incurred by Railway which are attributable to a train delay caused by Contractor or its subcontractors. The contractual relationship between Railway and its customers is proprietary and confidential. In the event of a train delay covered by this Agreement, Railway will share information relevant to any train delay to the extent consistent with Railway confidentiality obligations. The rate then in effect at the time of performance by the Contractor hereunder will be used to calculate the actual costs of train delay pursuant to this agreement. Contractor and its subcontractors must give Railway's representative ( ) (_) weeks advance notice of the times and dates for proposed work windows. Railway and Contractor will establish mutually agreeable work windows for the project. Railway has the right at any time to revise or change the work windows due to train operations or service obligations. Railway will not be responsible for any additional costs or expenses resulting from a change in work windows. Additional costs or expenses resulting from a change in work windows shall be accounted for in Contractor's expenses for the project. Contractor and subcontractors must plan, schedule, coordinate and conduct all Contractor's work so as to not cause any delays to any trains. B/VSF AA/L iYAY IN WITNESS WHEREOF, each of the parties hereto has caused this Agreement to be executed by its duly authorized officer the day and year first above written. <%Contractor.Legal Name%> BNSF Railway Company By: By: Printed Name: Name: Manager Public Projects Title: Accepted and effective this day of 20. Contact Person: Address: City: State: Zip: Fax: Phone: E-mail: KE NT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-22 Typical Water Main Trench STREET 6-33 Cement Concrete Curbs 6-34 Curb and Sidewalk Joint Example 6-35 Expansion and Contraction/Control Joints 6-40 Sidewalk Thickened Edge and Raised Back of Sidewalk 6-41a Pedestrian Railing Sheet 1 of 3 6-41b Pedestrian Railing Notes Sheet 2 of 3 6-41c Pedestrian Railing Base Plate Details Sheet 3 of 3 6-43 Commercial Cement Concrete Driveway Approach 6-44 Industrial Cement Concrete Driveway Approach Depressed Sidewalk 6-69 Pavement Restoration for Window Cuts or Pot Holing 6-71a Roadway Barricades Sheet 1 of 2 6-71b Pedestrian Barricades Sheet 2 of 2 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 6-78 Railroad Warning Pavement Markings 6-82a Sign Post Installation Type A 6-82b Sign Post Base Plate Installation Type B 6-89a Light Standard Foundation and Junction Box 6-89b Eccentric Light Standard Foundation and Junction Box 6-91 Street Light Trench for Conduit Runs 6-94a Median Approach Detail 6-94b Median Approach Detail: Offset Median BNSF Crossing Improvements/HaIlock A - 2 January 30, 2023 Project Number: 23-3028.3 UNPAVED AREAS PAVED AREAS PAVEMENT RESTORATION PER STANDARD PLANS 6-64 THRU 6-67 EXISTING PAVEMENT SURFACE RESTORATION AS I SAWCUT(TYP.) SURFACE SPECIFIED ON APPROVED PLANS vo a GRAVEL BORROW PER WSDOT 9-03.14 OR SUITABLE EXCAVATED SEE STANDARD PLANS 6-64 MATERIAL COMPACT TO 90% VA;� THRU 6 67 FOR TRENCH MINIMUM OF MAXIMUM DENSITY �j< RESTORATION UNDER 36" MIN. 48"MIN. IN UNPAVED AREAS jj PAVEMENTS 10"OR 12"OR GREATER GREATER PIPE SIZE PIPE SIZE 12"MIN. PIPE ZONE MATERIAL SHALL BE 5/8"CSTC PER WSDOT 9-03.9. PIPE i 4"MIN. x SEE NOTE 2 SEE NOTE 1 NOTE: UNPAVED AREAS PAVED AREAS 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE: 30"FOR PIPE UP TO AND INCLUDING 12"NOMINAL DIAMETER. O.D. PLUS 16"FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. 2. WHEN POOR QUALITY FOUNDATION MATERIAL IS ENCOUNTERED BELOW THE BEDDING MATERIAL,THE CONTRACTOR SHALL OVER-EXCAVATE AND IMPORT BACKFILL MATERIAL MEETING THE REQUIREMENTS OF WSDOT STANDARD SPEC 9-03.9(2)OR WHEN DIRECTED BY THE ENGINEER.THE USE OF GEOTEXTILE SEPARATION FABRIC MAY ALSO BE REQUIRED TO STABILIZE THE BASE. 3. BENCH AS NEEDED FOR SHORING OR TRENCH BOX(TYP.)WHEN DEPTH OF TRENCH IS 4 FT.AND GREATER. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE F�E�' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WAq�j�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. pqx , � CITY OF KENT Z ENGINEERING DEPARTMENT KENT TYPICAL WATER MAIN TRENCH 4 WASNINOTON 96 DESIGNED COK — SCALE NONE STANDARD PLAN DRAWN COK ICNAL CHECKED COK DATE 12/2019 Z APPROVED ENGINEER J 12" 6" Lu 911 1011 5 1 2" g 2 1/2" 511 2 1/2" EPDXY f a ADHESIVE LL cli o � FOR FRESH Lu CONCRETE a a 0 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 � OF CURB SEE NOTE 4 10" 2' 31/2", 5'-0"HAND TROWELED I—--� TAPER SECTION 1%MIN. � Qa 2%MAX. v r? 611 24" P ROLLED CURB SIDEWALK 4 12" MAINTAIN EDGE 24" OF CONCRETE CURB ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL 1/2" FOR POSITIVE SLOPE 12 LIP BETWEEN GUTTER AND CURB 1" FOR NEGATIVE SLOPE +SLOPE' 2%MAX. 1.5° MA stops 2 a1Mr• GUTTER SHALL BE 8" 1a THICK AND REINFORCED = ° a a ZD WHEN INSTALLED NEAR tO COMMERCIAL DRIVEWAYS 12" 6" 1211 611 ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL, 4. DESIGN SIDEWALK CROSS GRADE SHALL FACE OF CURB SHALL UNLESS WITHIN DRIVEWAY SECTION, BE 1.5%.CONSTRUCTION TOLERANCE -- + NOT EXTEND BEYOND SEE DRIVEWAY STANDARD PLANS. SHALL BE 1% MIN AND 2%MAX. THE FACE OF GUARDRAIL TOWARD 2• ROLLED CURB MAY ONLY BE USED 5. FORMS SHALL BE STEEL UNLESS THE TRAFFIC LANE WITHIN A CUL-DE-SAC OR ON A PRIVATE OTHERWISE APPROVED. FORMS SHALL 8„ STREET(KENT STD. PLAN 6-18). BE SET TRUE TO LINE AND GRADE AND 1 1 2" SECURELY STAKED PRIOR TO CONCRETE 3. IN ROADWAY SECTIONS WITH SUPER PLACEMENT. ELEVATION,THE GUTTER PAN WILL -,,tip OVARIES MATCH THE ADJACENT PAVEMENT SLOPE. j NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ��/��/ �� ����/ �FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WAq�l THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PAVEMENT , � CITY OF KENT EXTRUDED CURB UNDER GUARDRAILS y\Y ��� ENGINEERING DEPARTMENT o NT CEMENT CONCRETE KE WAtNINOTON CURBS 9 L� 'W DESIGNED COK c7 DRAWN COK SCALE NONE STANDARD PLAN NAL CHECKED COK IDATE 9/2020 6-33 ENGINEER APPROVED 3/8" EXPANSION JOINT FULL DEPTH BOND BREAK MATERIAL: (TYP.)SEE NOTE 2 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL. SEE NOTE 6 CB FULL WIDTH ADA DETECTABLE WARNING SURFACE(TYP.) J✓URR RAMP l° FULL DEPTH BOND BREAK MATERIAL: OR bRIVEWA* j°° ° 30 LB ROOFING FELT,6 MIL PLASTIC p, i OR APPROVED EQUAL. SEE NOTE 6 1°° I °' 1/4"WIDE x 25%SLAB DEPTH (1"MIN.) ° CONTRACTION/CONTROL JOINT(TYP.)SEE NOTE 4 3/8" EXPANSION JOINT CB (TYP.)SEE NOTE 2 SEE KENT STANDARD PLAN SECTION 5 FOR BLDG ADDITIONAL CB GRATE REQUIREMENTS 1/4"WIDE x 25%SLAB DEPTH °, (1" MIN.)CONTRACTION/CONTROL JOINT(TYP.)SEE NOTE 4 3/8" EXPANSION JOINT (TYP.)SEE NOTE 1 LEGEND: A - — — A f� BOND BREAK JOINT EXPANSION JOINT ----- CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: 4"THICK SIDEWALK 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL NOTES: SECTION A-A 1. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES,POSTS, INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED 1/4"RADIUS EDGING TOOL.ON SEPARATE POUR INSTALL AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF BOND BREAK JOINT MATERIAL FULL DEPTH BETWEEN THE AASHTO M33(ASTM D994). CURB OR THICKENED EDGE,ADA RAMP AND THE ADJACENT SIDEWALK. 2. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT 150 FOOT 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND MAX.INTERVALS,AT SIDES OF DRAINAGE INLETS AND AT P.C.AND P.T. OF OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS CURB RETURNS,WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE SLIP-FORMING,A PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL GRADE OF THE SURROUNDING SIDEWALK. SUCH DEPTH MAY BE USED. APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR SEPARATED BY PLANTING STRIP. 4. CONTRACTION/CONTROL JOINTS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CONSISTING OF 1/4"WIDE x 25%SLAB AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ��EY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DEPTH SHALL BE TOOLED INTO OF WA ) THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONCRETE FINISH AND SHALL BE MADE IN SIDEWALK AT FIVE FOOT INTERVALS, q�� � ���� CITY OF KENT INTERMEDIATE TO THE EXPANSIONS �� ENGINEERING DEPARTMENT JOINTS. G40 KENT CURB AND SIDEWALK JOINT 5. AS ALTERNATIVE TO EXPANSION JOINTS WASHINGTON EXAMPLE AROUND STRUCTURES,REINFORCING 9 BARS MAY BE EMBEDDED IN CONCRETE LL� DESIGNED COK DRAWN COK — SCALE NONE STANDARD PLAN c ON FOUR SIDES OF STRUCTURES. NAL CHECKED COK DATE 12/2019 APPROVED ENGINEER 6-3 4 EXPANSIONBROOMED FINISH JOINT(TYP.) 51 5 150'MAX. PERPENDICULAR SEE DETAIL"A" 4"SHINE TYP. 2"SHINE TO PEDESTRIAN FINISH \ FINISH TRAVEL TYP•) EXPANSION ♦♦ \ ♦♦ JOINT(TYP.) SIDEWALK ♦ \ WIDTH VARIES ♦♦♦♦ \\\\ ♦ ♦ SEE DETAIL"A" PLANTER STRIP CONTRACTION/CONTROL \\ (WHEN REQD) JOINT(TYP.)SEE DETAIL"B" \\ CURB AND GUTTER \ SS EXPANSION JOINT FOR NEW SEWER CONSTRUCTION; EXPANSION JOINT (TYP.)SEE DETAIL"A„ STAMP FACE OF CURB WHERE SIDE \ (TYP.)SEE DETAIL"A" SEWER CROSSES PERPENDICULAR TO CURB. 3"HIGH LETTERS 1/4"DEPTH. 150'MAX. 4"SHINE 2"SHINE FINISH FINISH 4" a 4: 4" a 4 o°o 0000 oQo oo°o oo°o °o°o °o° o oo°0 0000 °o° 2" 3/8"x FULL DEPTH EXPANSION JOINT 2" CONTRACTION/CONTROL MATERIAL, 150' MAX. O.C. SEE NOTES JOINT,5'O.C.SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: PEDESTRIAN TRAVEL DIRECTION 4" 1.5% 30 LB ROOFING FELT,6 MIL PLASTIC SHINE OR APPROVED EQUAL MA y SEE NOTE 6 DRIVEWAY FINISH SIDEWALK 1.5% 4 �- 4"CONCRETE PER WSDOT °�°�o°o �o° o- �o ° STD. SPECIFICATION 8 14 4" .�,�� 2" 2"CRUSHED SURFACING 6"CEMEN CONCRETE DRIVEWAY APRON 3/8"x FULL DEPTH TOP COURSE AND GUTTER FOR RESIDENTIAL DRIVEWAYS. EXPANSION JOINT 8"REINFORCED CEMENT CONCRETE APRON MATERIAL,SEE CURB,GUTTER AND SIDEWALK CROSS SECTION AND GUTTER FOR COMMERCIAL DRIVEWAYS. NOTE 1 DRIVEWAY CROSS SECTION NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE 7° WHERE SIDEWALK CROSSES HYDRANT LATERAL; CENTER 3'WIDE PANEL ACROSS LATERAL,USE EXPANSION JOINT,SEE KENT PLACED AT 150'O.C.SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE STANDARD DETAIL 3-1. IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). 8. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4"WIDE BY 25%SLAB DEPTH; APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A 1" DEEP FOR 4"SLAB, 1.5" DEEP FOR 6"SLAB,2" DEEP FOR 8"SLAB, AT 5' SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SPACING. SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB &GUTTER AND SIDEWALK AT P.C. &P.T.AT NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ALL CURB RETURNS AND ALL ANGLE POINTS. �T ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER �V AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 4. FORM AND SUB-GRADE INSPECTION �� FREI pF WAg�I�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. REQUIRED BEFORE POURING CONCRETE. �o CITY OF KENT ENGINEERING DEPARTMENT 5. EXPANSION JOINTS IN SIDEWALKS AND =� CURBS SHALL BE ALIGNED WITH EACH c EXPANSION AND KENT OTHER AND NOT OFFSET. WA.HIN•ro" CONTRACTION/CONTROL JOINTS 9 4 6. DESIGN SIDEWALK CROSS GRADE SHALL DESIGNED COK BE 1.5%.CONSTRUCTION TOLERANCE �c9 DRAWN coK SCALE NONE STANDARD PUN SHALL BE 1%MIN AND 2%MAX. �IoNAL CHECKED c( DATE 9/2020 6-35 ENGINEER NGINEER 4"DEPTH CEMENT CONCRETE SIDEWALK #4 zo 0�000 � 000 cN 00 •°e � Z J #4 -' 0 z 2" MIN. DEPTH%"CRUSHED #4 @ 12" ,o SURFACING TOP COURSE o a� .-I o 00Oo�o 10" MIN. U PROVIDE 2" MIN.COVER ON ALL REBAR SIDEWALK WITH THICKENED EDGE Ifs 6" N a #4 4"DEPTH CEMENT #4 @ 12" CONCRETE SIDEWALK #4 2" MIN. O oo'Oa o OQO oo 0a0 O 0 O 2"MIN. DEPTH%"CRUSHED PROVIDE 2" MIN.COVER ON ALL REBAR SURFACING TOP COURSE SIDEWALK WITH RAISED BACK NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �j�F�E�' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WA �Ij�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT ^�~ ~ s SIDEWALK THICKENED EDGE AND KENT 38296 W.>s"I"oroN RAISED BACK OF SIDEWALK 4, 0 LaI m��(�1�� DESI NED COK SCALE NONE STANDARD PLAN S�IOIVAL �1� CHECKED COK JDATE 12/2019 6-40 APPROVED ENGINEER C/L ca POST SIDEWALK WIDTH: 6'-0"MIN. IF NO PLANTER T �Q 0 5'-0"MIN. IF PLANTER Op m EXISTS BEHIND CURB J�0 I 'ns�- Qsr a oe u- 0 BALUSTER SPACING TO Lu PREVENT 4" DIAMETER SPHERE Lu o / FROM PASSING THROUGH / z C/L POST o off. 3" OM OF TpP �jl � OF Sj0 � 1/8"DIAMETER FWqLk WEEP HOLE(TYP.) 5" Qo � �o SEE SHEET 3 OF 3 FOR BASE PLATE DETAILS AND REQUIREMENTS. NOTES: 1. SEE RAILING NOTES ON SHEET 2 OF 3. 2. SEE BASE PLATE DETAILS AND NOTES ON SHEET 3 OF 3. 3. NOT FOR USE ALONG BIKE PATHS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �j�F�EY' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WA �Ij�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT PEDESTRIAN RAILING ,,,ASHI„GTON SHEET 1 OF 3 DESIGNED COK -I SCALE NONE STANDARD PLAN DRAWN COK AL CHECKED COK DATE 12/2019 APPROVED ENGINEER 6—41 a PEDESTRIAN RAILING NOTES: 1. RAILING REQUIRED FOR DROP OFF 2'-6"OR GREATER,OR FOR SLOPES GREATER THAN 2:1 WITH MORE THAN A 2'-6" DROP OFF AT BACK OF SIDEWALK. 2. THICKENED EDGE REQUIRED FOR DROP OFF BETWEEN 8"AND 2'-6" MAX. 3. WALL DESIGN REQUIRED FOR DROP OFF GREATER THAN 2'-6". 4. TOP/BOTTOM RAIL AND POST SHALL BE MINIMUM 2"STD./ANSI SCHEDULE 40 PIPE SIZE; BALUSTER SHALL BE MINIMUM 1/2"STD./ANSI SCHEDULE 40 PIPE SIZE. 5. RAILING SHALL BE SCHEDULE 40 GALVANIZED STEEL,STANDARD PIPE SIZE. 6. RAILING AND CONCRETE CONNECTIONS SHALL BE DESIGNED TO MEET THE CURRENT IBC SECTIONS 1015-GUARDS AND 1607-LIVE-LOAD REQUIREMENTS. 7. WELDING SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 6-03.3(25). 8. RAILS, POSTS, BALUSTERS AND FORMED ELBOWS SHALL BE PER ASTM A53. BRACKETS, END CAPS AND OTHER FITTINGS SHALL BE ASTM A865. SPLICES AND REPAIRS SHALL BE GALVANIZED PER ASTM A780. 9. ANCHOR BOLT SIZE(MINIMUM 5/8" DIAMETER),SPACING AND EMBEDMENT SHALL BE PER THE REQUIREMENTS OF THE RAILING MANUFACTURER. DRILLED IN PLACE ANCHORS SHALL BE PROVIDED BY HILTI OR APPROVED EQUIVALENT,SS TYPE 304.ANCHORS SHALL BE DRILLED AND ATTACHED PER THE ANCHOR BOLT SUPPLIERS RECOMMENDATIONS, INCLUDING MEETING ANY MINIMUM MEASURED TORQUE REQUIREMENTS.ANCHOR DESIGN INCLUDING THE RAIL BASE PLATE,SHALL TAKE INTO ACCOUNT THE DISTANCE BETWEEN BOLTS IN THE BASE PLATE,THEIR EMBEDMENT DEPTH IN THE CURED CONCRETE AND EDGE DISTANCE TO ATTAIN THE MINIMUM BOLT LOAD. IBC 1704 CERTIFIED SPECIAL INSPECTION REQUIREMENTS ARE TO BE MET. SUBMIT INSPECTION PERSONNEL CERTIFICATIONS AND A SIGNED REPORT UPON COMPLETION. 10.RAILING DESIGN SHALL ALLOW FOR EXPANSION AT EVERY 4TH POST. 11.ENGINEERED SHOP DRAWINGS FOR RAILING SYSTEM AND CONNECTION DETAILS SHALL BE SUBMITTED FOR APPROVAL. DRAWINGS SHALL BE COMPLETE WITH DIMENSIONS, DETAILS,MATERIAL SPECIFICATIONS AND FIELD ERECTION DIAGRAMS OR NOTES. 12.PIPE RAILING AND RAIL SPLICES MAY BE HEATED TO NOT MORE THAN 4000 F FOR A PERIOD NOT TO EXCEED 30 MINUTES TO FACILITATE FORMING OR BENDING. 13.MATERIAL CUTS SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE FINISHED TRUE AND SMOOTH. FLAME CUTTING IS NOT PERMITTED. 14.RAILING, BALUSTERS AND RAIL SPLICES SHALL BE PROTECTED AND ADEQUATELY WRAPPED DURING HANDLING AND DELIVERY TO THE SITE. DAMAGED OR DENTED RAIL MEMBERS WILL BE REJECTED AND SHALL BE REPLACED BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT • PEDESTRIAN RAILING KENT NOTES 9 WASH'HGTON SHEET 2 OF 3 DESIGNED_ COK SCALE NONE STANDARD PLAN DRAWN COK SIONAL CHECKED COK DATE 12A2019 6-4 1 b APPROVED ENGINEER STRUCTURAL BASE PLATE NOTES: 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND AMENDMENTS. 2. STRUCTURAL STEEL BASE PLATES SHALL BE IN 8.5 ACCORDANCE WITH ASTM A36 WITH A MINIMUM 1.25" 6" 1.25" YIELD STRENGTH OF 36,000 PSI. _ I Ln 3 16�" 3. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH 3: 14 I THE LATEST AWS STANDARDS. a 4 EACH 5/8"DIA. z HILTI BOLT,4 PER 4. USE LOW HYDROGEN E70XX ELECTRODES FOR ALL z BASE PLATE WITH WELDING. D r — WASHERS. DRILL O 6�l , {} HOLES IN BASE PLATE 5. MINIMUM DESIGN BOLT LOAD PER ANCHOR BOLT= z T FOR ANCHOR BOLTS. 3250 LBS. TENSION. z Lu z_ 6. HORIZONTAL SHEAR IS LESS THAN 250 LBS PER BOLT `V AND MAY BE NEGLECTED. EDGE OF CONCRETE N 7. SPECIAL INSPECTION IN ACCORDANCE WITH IBC BASE PLATE PLAN SECTION 1701 IS REQUIRED FOR THE SUPPLY,THE CORE DRILLING AND THE INSTALLATION INSPECTION FOR ALL ANCHOR BOLTS. 1.9"DIA STD STEEL PIPE 8. ALL DRILLED IN PLACE ANCHOR BOLTS SHALL BE PROVIDED BY HILTI OR APPROVED EQUIVALENT. 3/16" 9. SUBSTITUTIONS SHALL TAKE INTO ACCOUNT BASE PLATE DISTANCE BETWEEN BOLTS IN THE BASE PLATE, THEIR EMBEDMENT IN THE CONCRETE DECK AND EDGE DISTANCE TO ATTAIN THIS MINIMUM BOLT LOAD. 10.ALL HILTI HOLES SHALL BE CORE DRILLED IN7T NON METALLIC z ACCORDANCE WITH HILTI REQUIREMENTS. STEEL o, "' Q NON SHRINKING NON STAINING GROUT SHIM M co w 11.GROUT FOR SETTING THE ANCHOR PLATES ON SHALL BE: NON METALLIC, NON STAINING NON SHRINK GROUT(OR DRYPACK)WITH A MINIMUM 28 DAY STRENGTH OF 4000 PSI. MATCH EXISTING CONCRETE 5/8"f DIA. COLOR. i 12.GALVANIZED STEEL ANCHOR BOLTS SIZE,SPACING AND EMBEDMENT PER HANDRAILING MANUFACTURER. BASE PLATE ELEVATION 13.THE CONTRACTOR SHALL SUBMIT AN INSTALLATION PLAN TO THE ENGINEER FOR REVIEW PRIOR TO INSTALLATION. 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 3 WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT • PEDESTRIAN RAILING KENT BASE PLATE DETAILS 9 WASHINGTON SHEET 3 OF 3 DESIGNED_ COK SCALE NONE STANDARD PLAN DRAWN COK SIONAL CHECKED COK DATE 12A2019 6-4 1 C APPROVED ENGINEER SIDEWALK �F DRIVEWAY WIDTH AS SPECIFIED PLANTER ON PLANS: 30'MAX. STRIP OR A SIDEWALK FIRE HYDRANTS,STREET LIGHTS, 6'MIN. UTILITY POLES,GUY WIRES AND A OTHER OBSTACLES MUST BE RELOCATED 5' MINIMUM FROM THE DESIGN VEHICLES TURNING RADIUS EXPANSION JOINT LIMITS FOR 8"THICK (TYP.)SEE NOTE 3 REINFORCED DRIVEWAY SEE NOTE 2 1'-6" *VARIES 5'-0" MIN. 1/2"TYP 4"CLEAR TYPICAL 1"FOR REVERSE 8 11 SLOPE DRIVEWAY 6" 120 '1'S% Ba _ o O °o oa NOTES: °o o CRUSHED SURFACING TOP COURSE 8" 4"MIN. DEPTH 2-#4 BARS 2"CLEAR FROM SUBGRADE 1. CONCRETE WITHIN 8"THICK LIMITS FULL DEPTH BOND BREAK SHALL BE PORTLAND CEMENT MATERIAL: 30 LB ROOFING #4 BARS AT 12"EACH WAY; WIRE TIED AT EACH CONCRETE MIX WITH A COMPRESSIVE FELT,6 MIL PLASTIC OR INTERSECTING POINT; SUPPORTED BY 2"SQUARE STRENGTH OF 3000 PSI IN 3 DAYS. APPROVED EQUAL MORTAR CUBE OR INDUSTRY STANDARD"CHAIR" FINISH SHALL BE BRUSHED AND 3'MAXIMUM SPACING OF SUPPORTS. BAR TRANSVERSELY WITH A FIBER OR SHALL EXTEND BEYOND CONSTRUCTION JOINTS WIRE BRUSH,"BROOM FINISH". AND LAPPED A MINIMUM OF 15"AT SPLICE POINTS. 2. ALL UTILITY APPURTENANCES WHICH SECTION A-A ALTER THE TRAVEL SURFACE SHALL *DIMENSIONS PER ROADWAY CLASSIFICATIONS NOT BE ALLOWED. DESIGN OF STORM DRAIN CATCH BASINS SHALL CONSIDER DRIVEWAY LAYOUT AND BE 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES AVOIDED. WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE 3. EXPANSION JOINTS SHALL BE PLACED MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES AT 15' MAXIMUM SPACING. SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. ELASTOMETRIC JOINT MATERIAL 8. PROVIDE TRANSITION SIDEWALK,5'MIN.WHEN TRANSITIONING TO EXISTING SHALL BE IN CONFORMANCE TO SIDEWALK. AASHTO M220. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN 4. SEE STANDARD PLAN 6-48 FOR ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER DRIVEWAY SLOPES BEHIND ��FREY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF SIDEWALK. ��pF WAShrl KENT.A COPY MAY BE OBTAINED UPON REQUEST. 5. ENTERING SIGHT DISTANCE SHALL �F� Y p��J CITY OF KENT MEET AASHTO STANDARDS AND � �� �' C�'' ENGINEERING DEPARTMENT DETAILS 6-50 THRU 6-54. c KENT COMMERCIAL CEMENT CONCRETE 6. DESIGN SIDEWALK CROSS GRADE 9 WA.HINOTON DRIVEWAY APPROACH SHALL BE 1.5%.CONSTRUCTION DESIGNED COK TOLERANCES SHALL BE 1%MIN AND day DRAWN COK SCALE NONE STANDARD PLAN 2%MAX. �IoNAL CHECKED COK IDATE 9/2020 6-43 APPROVED ENGINEER 1:12 SLOPE OR PAVED DRIVEWAY TAPER MATERIAL SHALL MATCH DRIVEWAY TYPE PER PLANS 7.5%MAX AND DEPTH.WIDTH SHALL MATCH SIDEWALK RAMP LENGTH. DRIVEWAY APPROACH WIDTH SPECIFIED ON PLANS 6' (TYP.) DRIVEWAYS SHALL BE SYMMETRICAL. A 6'MIN., 15'MAX. EXPANSION JOINT A (TYP.)SEE NOTE 3 FIRE HYDRANTS,STREET LIGHTS, UTILITY POLES,GUY WIRES AND OTHER OBSTACLES MUST BE LIMITS FOR 8"THICK RELOCATED 5'MINIMUM FROM THE REINFORCED DRIVEWAY DESIGN VEHICLES TURNING RADIUS SEE NOTE 2 V-6" 5'-0" MIN. 1/2"TYP 4'CLEAR TYPICAL 1"FOR REVERSE 8" SLOPE DRIVEWAY 6" 1 5` NOTES: $ a 1. CONCRETE WITHIN 8"THICK LIMITS o o o ��° SHALL BE PORTLAND CEMENT 8" 0 CRUSHED SURFACING TOP COURSE CONCRETE MIX WITH A 2-#4 BARS 4"MIN. DEPTH COMPRESSIVE STRENGTH OF 3000 FULL DEPTH BOND BREAK PSI IN 3 DAYS. FINISH SHALL BE MATERIAL: 30 LB ROOFING 2"CLEAR FROM SUBGRADE BRUSHED TRANSVERSELY WITH A FELT,6 MIL PLASTIC OR #4 BARS AT 12"EACH WAY; WIRE TIED AT EACH FIBER OR WIRE BRUSH,"BROOM APPROVED EQUAL INTERSECTING POINT; SUPPORTED BY 2"SQUARE FINISH". MORTAR CUBE OR INDUSTRY STANDARD"CHAIR" AND 3'MAXIMUM SPACING OF SUPPORTS. BAR 2. ALL UTILITY APPURTENANCES WHICH SHALL EXTEND BEYOND CONSTRUCTION JOINTS ALTER THE TRAVEL SURFACE SHALL AND LAPPED A MINIMUM OF 15"AT SPLICE POINTS. NOT BE ALLOWED. DESIGN OF STORM DRAIN CATCH BASINS SHALL SECTION A-A CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES 3. EXPANSION JOINTS SHALL BE WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE PLACED AT 15'MAXIMUM SPACING. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES ELASTOMETRIC JOINT MATERIAL SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. SHALL BE IN CONFORMANCE TO AASHTO M220. 8. PROVIDE TRANSITION SIDEWALK,5'MIN.WHEN TRANSITIONING TO EXISTING SIDEWALK. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN SIDEWALK. � ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FREIT AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 5. ENTERING SIGHT DISTANCE SHALL pF WAgh,I�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. MEET AASHTO STANDARDS AND DETAILS 6-50 THRU 6-54. , �p CITY KENT y�`�' ENGINEERING DEPARTMENT \ 6. DESIGN SIDEWALK CROSS GRADE INDUSTRIAL CEMENT CONCRETE� c • SHALL BE 1.5%.CONSTRUCTION KENT DRIVEWAY APPROACH TOLERANCES SHALL BE 1%MIN AND 9 4 WAtNINOTON DEPRESSED SIDEWALK 2%MAX. L� W DESIGNED COK c7 DRAWN CO K SCALE NONE STANDARD PLAN NAL CHECKED COK DATE 9�2020 6-44 ENGINEER APPROVED TACK SIDES WITH CSS-1, PATCH-TACK COAT FILL HOLE WITH TO 12" EXISTING SURFACES SEAL JOINT CORE DRILL 811 THICK. MATCH EXISTING 2' F WITH AR-4000 EXISTING MAX. PAVEMENT DEPTH OR EQUIVALENT PAVEMENT F//7-'477� EXISTING EXISTING /ASPHALT ASPHALT PAVEMENT PAVEMENT III1 I I=1 I I=1 I I1 I I1 11=1 11=1 I I I1 11=1 I I1 I I1 I I1 11=1 I I1 I I1 I I1 I I1 I I1 I I I I I=1 I 11=1 I I1 11=1 11=1 I I1 I I1 11=1 II° III 6" MIN. (TYP) a ° Co c~n =1 II CONTROLLED DENSITY E = t- U I - FILL OR COMPACTED CONTROLLED DENSITY Ili u I- CRUSHED ROCK FILL OR COMPACTED I II EXISTING UTILITY CRUSHED ROCK j EXISTING UTILITY OPTION 1-DRILL OPTION 2-SAWCUT 2' SAWCUT, SEE NOTE 1 —— V UTILITY 8"CORE,SEE NOTE 2 NOTES: 1. TO BE USED FOR NO-CUT AND GRIND AND OVERLAY STREET RESTORATION CLASSIFICATIONS. FULL WIDTH RESTORATION WILL BE REQUIRED IF PATCHES FAIL. 2. THE EXISTING PAVEMENT SHALL BE CUT FULL DEPTH WITH AN EIGHT INCH DIAMETER CORE DRILL.THE SUBBASE MATERIAL SHALL BE REMOVED USING A VACUUM EXCAVATOR,KEEPING THE EXCAVATION AS MINIMAL AS POSSIBLE. 3. BACKFILL THE EXCAVATION WITH A SIX INCH CUSHION OF CSTC OVER THE UTILITY THEN FILL THE REMAINING VOID WITH CDF OR COMPACTED CSTC TO THE BOTTOM OF THE EXISTING ASPHALT PAVEMENT. 4. REPAIR THE CORED PAVEMENT SECTION WITH HMA CLASS Y2" PG 64-22 AND SEAL THE JOINT. 5. IF THE OPENING IS LARGER THAN THE 8 INCH CORE,THE PAVEMENT RESTORATION WILL INCLUDE A 2'BY 2'PATCH CENTERED ON THE EXCAVATION. 6. IF THE EXCAVATION IS LARGER THAN 2' BY 2',THE STANDARD GRIND AND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN OVERLAY RESTORATION SHALL BE ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER USED. �FREY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��pF WAghrl�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. 7. PAVEMENT CORES SHALL BE CITY OF KENT STAGGERED BETWEEN LANES WITH �J ENGINEERING DEPARTMENT A 50'MIN. DISTANCE BETWEEN �- CORES AND OUTSIDE WHEEL c KENT PAVEMENT RESTORATION FOR TRACKING PATHS. s W-1-TON WINDOW CUTS OR POT HOLING 8. CORE=POTHOLE=WINDOW. DESIGNED COKof DRAWN COK SCALE NONE STANDARD PLAN NAL CHECKED COK DATE 9/2020 APPROVED C_�9 ENGINEER V 450 VARIES TYPE OF - 6�� ��� 6" SUPPORT 6 VARIES M TYPE I BARRICADE TYPE II BARRICADE SANDBAGS FOR ADDED STABILITY /i,/ MOVABLE(TEMPORARY) TYPE III BARRICADE TWO SS BOLTS SEE SIGN FOUNDATION BOARDS: PER JOINT DETAIL 6-82a 8"xi"- HIP PRIZ SHEETING ALL HOLES RED ON WHITE ELECTRIC PRE-PUNCHED CUT SHEETING MATERIAL 2"TELESPAR 14 GAUGE POST o N Z 3-1/2"STAINLESS 450 CD STEEL 3/8" BOLT N o ASSEMBLY 6" ��, 6" NOTE: a SEE TABLE FOR 1' (TYP•) VARIES 2'MIN. N - DIMENSIONS NOT SHOWN. 7 GAUGE GALVANIZED CORNER BOLTS BARRICADE NOTES: 30"2 1/2"x2 1/2" BASE BASE TO POSTS TYPE I II III 8"MIN. 8"MIN. 8"MIN. WIDTH OF RAIL FIXED(PERMANENT) 12"MAX. 12"MAX. 12"MAX. TYPE III BARRICADE LENGTH OF RAIL 2' MIN. 2' MIN. 4'MIN. HEIGHT 3' MIN. 3' MIN. 5'MIN. DEMOUNTABLE LIGHT"A" POST OR STRIPE NOTES: TYPE OF FRAME OR HEAVY"A" FRAME SKIDS FLEXIBILITY MOVABLE PORTABLE MOVABLE OR RED&WHITE I PERMANENT REFLECTORIZED NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER SLANT DOWNWARD,RIGHT OR LEFT,IN FRE)- AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF DIRECTION TRAFFIC WILL PASS.SLANT pF wflShr1 �� KENT.A COPY MAY BE OBTAINED UPON REQUEST. BOTH DIRECTIONS FROM MIDDLE IF TRAFFIC PASSES BOTH ENDS. WIDTH 6" FAY �p �J CITY OF KENT ENGINEERING DEPARTMENT EXCEPT 4"IF RAILS ARE LESS THAN 3' � LONG. c KENT ROADWAY BARRICADES SLANT DOWNWARD TO MIDDLE AT END 9 WA.HINOTON SHEET 1 OF 2 OF CLOSED ROAD. DESIGNED COK v�y DRAWN COK SCALE NONE STANDARD PLAN -SEE MUTCD SECTION 6F.63 A NAIL ll�� CHECKED COK DATE 7/2020 6 ENGINEER —71 4 APPROVED NOTES: 1. TO PREVENT ANY TRIPPING HAZARD TO PEDESTRIANS, BALLAST SHALL BE LOCATED BEHIND OR INTERNAL TO THE DEVICE.ANY SUPPORT ON THE FRONT OF THE DEVICE SHALL NOT EXTEND INTO THE 48" MINIMUM WALKWAY CLEAR SPACE AND SHALL HAVE A 0.5"MAXIMUM HEIGHT ABOVE THE WALKWAY SURFACE. 2. DETECTABLE EDGES FOR LONG CANES SHALL BE CONTINUOUS AND 6"MINIMUM HIGH ABOVE THE WALKWAY SURFACE AND HAVE MARKINGS OR COLORS CONTRASTING TO THE WALKWAY SURFACE. 3. DEVICES SHALL NOT BLOCK WATER DRAINAGE FROM THE WALKWAY.A GAP HEIGHT OR OPENING FROM THE WALKWAY SURFACE UP TO 2" MAXIMUM HEIGHT IS ALLOWED FOR DRAINAGE PURPOSES. 4. RAILINGS OR OTHER OBJECTS MAY PROTRUDE A HEIGHT OF 4"INTO THE WALKWAY CLEAR SPACE WHEN LOCATED 27"MINIMUM ABOVE THE WALKWAY SURFACE. 5. ALL DEVICES SHALL BE FREE OF SHARP OR ROUGH EDGES AND FASTENERS(BOLTS)SHALL BE ROUNDED TO PREVENT HARM TO HANDS, ARMS,OR CLOTHING OF PEDESTRIANS. SANDBAGS FOR ADDED STABILITY MOVABLE PEDESTRIAN BARRICADE TWO SS BOLTS BOARDS: PER JOINT 8"xl"- HIP PRIZ SHEETING ALL HOLES RED ON WHITE ELECTRIC PRE PUNCHED 6" 6'I CUT SHEETING MATERIAL 2"TELESPAR 14 GAUGE POST a 0 3-1/2"STAINLESS STEEL 3/8"BOLT ASSEMBLY q 450 En 2"MAX = as N r Z 1'(TYP•) VARIES 2'MIN. 7 GAUGE GALVANIZED CORNER BOLTS iO BARRICADE WIDTHS NOT SHOWN 30"2 1/2"x2 1/2" BASE BASE TO POSTS TYPE PEDESTRIAN FIXED WIDTH OF RAIL 8" MIN. PEDESTRIAN BARRICADE 12" MAX. LENGTH OF RAIL 4'MIN. HEIGHT 5' MIN. TYPE OF FRAME POST OR STRIPE NOTES: SKIDS FLEXIBILITY MOVABLE OR REFLECTORIZED PERMANENT SLANT DOWNWARD, RIGHT OR LEFT,IN NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN DIRECTION TRAFFIC WILL PASS.SLANT ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER BOTH DIRECTIONS FROM MIDDLE IF �� ��� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF TRAFFIC PASSES BOTH ENDS. WIDTH 6" pF WASh,I�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. EXCEPT 4"IF RAILS ARE LESS THAN 3' L �Q' ��� � CITY OF KENT LONG. CQ ` ' Z� ENGINEERING DEPARTMENT SLANT DOWNWARD TO MIDDLE AT END • PEDESTRIAN BARRICADES OF CLOSED ROAD. (CENT s WASHINGTON SHEET 2 OF 2 SEE MUTCD SECTION 6F.63 DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK g1OI�TAI� CHECKED COK DATE 9/2020 ENGINEER APPROVED 8"RISER RING DIMENSIONS A 1 3/8" 1 7/8" E J I w (SIZE) 11"DIA. f� 9 1/2"DIA. ill O 3/4" A MgoE N ASP 8"DIA. PLAN OF COVER 9 1/16"DIA. PLAN OF 8"DIA. RISER FINISHED GRADE I FINISHED GRADE CONCRETE ASPHALT PAVEMENT PAVEMENT 9 1/4"DIA. COVER 4"MIN. 3"BRASS ASPHALT DISC 3/8" PAVEMENT F oe " RISER `V oo� 5/8„0I < aE AS d a n FOR4' aAY VOID OF aMATERIAL °° ° 10"- 12" a 5 1/2" � 8" DIA. °-° °' 1"MIN./6"MAX. d u ° CONCRETE _ w o � COLLAR Lf) OC ° d s wIn w z MONUMENT 2 (T,P)a ° a m Lu Lo �J 5 3 R. � 1 1/2" d o MIN. C5 z —III—III—III—III—III—III—III—I,NATIVE MATERIAL-III—III—III—III—III—III—III—I NOTES: SECTION 1. MONUMENT CASE AND COVER- EAST 5. CONCRETE SHALL BE A"COMMERCIAL CLASS" JORDAN IRON WORKS, PART NO. 369505 CONCRETE OR AS OTHERWISE SPECIFIED. OR PRE-APPROVED ALTERNATIVE. 6. PAVEMENT SHALL BE AS SPECIFIED. 2. MONUMENT CASE RISER-EAST JORDAN 5 1/2"~ IRON WORKS, PART NO. 1 1/2"-369590 7. FOR ALTERNATE DIAMETER RISERS SEE PLAN OF MONUMENT 2" -369592 KSP 6-72b. 3" -639594 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OR PRE-APPROVED ALTERNATIVE. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE SHOPE CONCRETE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3. MONUMENT POST PRODUCTS,PART NO. 104 OR ��OF WA THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PRE-APPROVE ALTERNATIVE. CITY OF KENT ENGINEERING DEPARTMENT 4. THE CASTINGS SHALL BE GRAY-IRON U �4 STANDARD MONUMENT, CASTINGS,ASTM DESIGNATION A-48, KENT MONUMENT CASE, COVER CLASS 35B.THE COVER AND SEAT SHALL 9 WASHINGTON AND RISER BE MACHINED SO AS TO HAVE PERFECT DESIGNED COK STANDARD PLAN CONTACT AROUND THE ENTIRE �j DRAWN COK — SCALE NONE CIRCUMFERENCE AND FULL WIDTH OF S'`%NAL CHECKED COK DATE 12A2019 BEARING SURFACE. APPROVED ENGINEER 6-72a 7" CASE RISERS - EAST JORDAN IRON WORKS 8"ALT. CASE RISERS-EAST JORDAN IRON WORKS A 1" PART# 1 1/2" PART# 2" PART# 3"PART# COVER PART# A 1 1/2"PART# 2"PART# COVER PART# (SIZE) 369068 369090 369092 369094 369027/3690C (SIZE)1 368090 1 368092 3680A2 FOGTITE CASE RISERS - FOGTITE METER SEAL CO. A 1" PART# 2" PART# 2 1/2"PART# 3" PART# COVER PART# (SIZE) VB RISER 4# VB RISER 5# VB RISER 5 1/2# VB RISER 6# 0-1 VB 8# NEW FINISHED GRADE I NEW FINISHED GRADE ASPHALT PAVEMENT DIA.VARIES ASPHALT PAVEMENT DIA.VARIES A TACK TACK COAT (TYP.) DIA.VARIES COAT (TYP.) OLD FINISH I /OLD FINISH GRADE / GRADE CONCRETE ° I ASPHALT PAVEMENT PAVEMENT o ° 4 e EXISTING UNDISTURBED CASE ODODODO ° MONUM_ENT O O O O O O NATIVE MATERIAL=__ I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I SECTION NOTES: 1. MONUMENT CASE RISER-SEE 6. IF MONUMENT CASE IS TO BE DISTURBED APPROPRIATE TABLE ABOVE OR THEN A NEW MONUMENT,CASE AND COVER PRE-APPROVED ALTERNATIVE. IS TO BE INSTALLED PER KENT STANDARD PLAN 6-72a. 2. MONUMENT CASE COVER-SEE APPROPRIATE TABLE ABOVE OR PRE-APPROVED ALTERNATIVE. 3. THE CASTINGS SHALL BE GRAY-IRON NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CASTINGS,ASTM DESIGNATION A-48, AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CLASS 30.THE COVER AND SEAT SHALL �jV�'WA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT BE MACHINED SO AS TO HAVE PERFECT OF WA �Ij�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CO NTACT ARID U N D TH E E NTI RE �7�+ Q� � ���� CITY OF KENT CIRCUMFERENCE AND FULL WIDTH OF �-7 `��' ENGINEERING DEPARTMENT BEARING SURFACE. ^�~ KENT ALTERNATE DIAMETER 4. CONCRETE SHALL BE CLASS 4000. Wws„,„GTG" MONUMENT CASE RISER 9 5. PAVEMENT SHALL BE AS SPECIFIED. o' er DESIGNED COK DESIGN — SCOK CALE NONE STANDARD P aN S`�IONAL �1 CHECKED COK DATE 12A2019 6-72b APPROVED ENGINEER 1 10' 30' TRAFFIC DIRECTION 0 0 0 0 0 0 0 0 0 4"GAP VARIES (300'MAX.) 2.5' TWO WAY LEFT TURN LANE 0 0 0 0 0 0 0 0 0 TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 20' 8"WHITE LINE 0 0 TYPE 2W RPM n 0- TYPE 2YY RPM o 20' _I 4"GAP 4"GAP 4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11' 30' 11' 30' 1' 1, 137 =TYPE o7 �W RPM TYPE 2Y RPM 4"WHITE LINE 4 YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE 6' 8' 0 0 0 0 13 TYPE 2W RPM 4"WHITE OR YELLOW LINE 4"GAP 8"WHITE LINE EDGE LINE DOTTED WIDE LINE TRAFFIC DIRECTION 3' 9' 21'(TYP) 18"YELLOW BARRIER 1„ LINE 1 TYPE 2W RPM�B� 80 8"WHITE LINE DROP LANE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED TRAFFIC DIRECTION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN �� ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER BARRIER LINE �� ( AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��pF WAghrl�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. NOTE: �� Y CITY OF KENT 1. SEE SECTION 6.12.B FOR PLASTIC \ C ENGINEERING DEPARTMENT MATERIAL SPECIFICATIONS. • KENT TYPICAL LANE MARKINGS 2. RAISED PAVEMENT MARKERS(RPM'S) s 4 WAtNINOTON SHALL BE INSTALLED PER WSDOTW DESIGNED COK SCALE NONE STANDARD PUN STANDARD SPECIFICATIONS 8-09, ��A DRAWN COK 1 pNAL CHECKED COK DATE s/zozo 9-02.1(8),9 26.2 AND 9-21. cm ENGINEER 6-74 APPROVED r Q 0 24"WHITE THERMOPLASTIC EQUALLY 0 CROSSWALK LINE SPACED(TYP) z z a a 24" w Lu F o 10, uj uj z lz 4'MIN 12" 12"-24"WHITE STOP LINE, TIRE TRACKS(TYP.) WIDTH AS DIRECTED BY THE ENGINEER *TYPICAL 4 LANE ROADWAY CONFIGURATION *NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME 4. SEE SECTION 6.123 FOR PLASTIC MATERIAL SPECIFICATIONS. CONFIGURATION APPLIES,CENTER THERMOPLASTIC BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED 5. THE CROSSWALK WIDTH IS 12'IN DOWNTOWN OVERLAY PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE DISTRICT. THERMOPLASTIC. 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. GLASS BEADS(PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN � ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FREIT AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��pF WAghrl�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT r ENGINEERING DEPARTMENT \ c •KENT THERMOPLASTIC CROSSWALK MARKINGS WAtNINOTON 9 L� 'W DESIGNED COK SCALE NONE STANDARD PLAN c/ DRAWN COK �A NAIL CHECKED COK DATE 9/2020 6-75 ENGINEER APPROVED nn 0 3'-7 zo 5'-9" f� 1' 8" 3'-0" 0 0 0'-6" N j j. 0 0 N N •-� rl 0'-6 0'-6" � 0'-6" � NOTES: 1. THERMOPLASTIC TYPE'A'MATERIAL SHALL BE USED,UNLESS 3. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. DIRECTED OTHERWISE BY THE ENGINEER. PLACEMENT PER WSDOT STANDARD SPECIFICATION 8-22,MATERIALS PER WSDOT 9-34. 2. GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN � ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FREIT AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF LENGTH VARIES ��pF WAgh,I KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT \ C 12"-24"WIDE WHITE STOP BAR, KENT THERMOPLASTIC ARROWS, WIDTH AS DIRECTED BY THE ENGINEER 4 W-1-TON STOP BARS & ONLY LEGEND STOP BAR DETAIL 9 L� 'W DESIGNED COK SCALE NONE STANDARD PLAN c/ DRAWN CO, �A NAIL CHECKED COK DATE 9/2020 ENGINEER 6-76 APPROVED 6'-7" 3'-3" 3'-3" EDGE LINE LANE LINE OR 1 4 (tVp) 0 Y O 0 U N d Q -H u- 1 O F- LU F— ce U) UW � W W l0 NOTES: SEE NOTE 2 o D D 1. RR CROSSING SYMBOL io 2. 24"WIDE STOP LINE SEE NOTE 1 3. W10-1 ADVANCE WARNING SIGN 4. SEE THE MUTCD PART 8, FOR LETTER LAYOUT. Ib a 5. SEE SECTION 6.12.B FOR PLASTIC SEE NOTE 2 o MATERIAL SPECIFICATIONS. o ? 3'-4" u Ln m 0 J � M Z oLLJ z F- o v) o SEE NOTE 4 z iD po Lu w o 3 � L '~ N _ o F 0 Z Il F W V-2" V-2" o F Ln z z o u o o a a Lu NARROW RR CROSSING SYMBOL DETAILS 0 0 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER F�EI AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT \ C KENT RAILROAD WARNING 4 WA.HINOTON PAVEMENT MARKINGS SEE NOTE 2 s DESIGNED COK RAILROAD-HIGHWAY GRADE CROSSINGS der DRAWN coK SCALE NONE STANDARD PUN NARROW PAVEMENT MARKING PLACEMENT DETAIL `gIoNAL CHECKED coK DATE 9/2020 APPROVED ENGINEER 6—7 8 ATTACH SIGNS 30"AND UNDER HEAVY DUTY BUCKLE TYPE 201 WITH 2 DRIVE RIVETS AND BLACK INSULATED WASHERS,SEE NOTE 5 ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS AND BLACK FLARED LEG BRACKETS INSULATED WASHER,SEE NOTE 6 SS 0.030 BAND-IT BRACKET SEE NOTES 9 AND 10 OR APPROVED EQUAL 0 SIGN POST SQUARE 2"x 2", 0 14 GAGE.ALL HOLES 0 PRE-PUNCHED 0 0 CORNER BOLT, 3" SEE NOTE 6 0 0 FINISHED GRADE X 0 5/16"X 1" SS 0 BOLTS WITH 0 BLACK 0 INSULATED 0 SET FOUNDATION ON WASHERS 0 UNDISTURBED NATIVE SOIL 0 OR COMPACTED MATERIAL 0 SET ANCHOR PLUMB AND 3" L0000 TRUE,SEE NOTE 3 CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT POURED IN PLACE AROUND STANDARD OR SIGNAL POLE ANCHOR WHILE PREVENTING G CONCRETE FROM ENTERING 6" I THE ANCHOR 4 M~IN. �I NOTES: 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE,OR 5. DRIVE RIVETS TO BE TL3806 3/8"DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE TL070M.JAMNUTS TL062 AND 3/8" 2. FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8" DIAMETER GALVANIZED WASHER WITH BLACK INSULATED WASHER. HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO SIGN DETAILS. 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B(SEE DETAIL 6-82b)MAY BE USED; ONLY IF APPROVED BY THE CITY 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE OF KENT.ANCHOR SHALL HAVE 4 EACH 7/16"DIAMETER MAINTAINED BY THE PROPERTY OWNERS. HOLES ONE EACH SIDE 2"FROM TOP. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 9. ALUMINUM SIGN BLANK THICKNESS; GRADE B,7 GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR WARNING AND REGULATORY 30"AND UNDER-0.080". APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM A1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M120 SCHOOL SIGNS-3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE LEGENDS,SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16"DIAMETER PRE-PUNCHED HOLES ON 1"CENTERS FULL LENGTH, FOUR SIDES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN VREELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER �' AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF WAs�1�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT SIGN POST INSTALLATION KENT ss TYPE A L� 'W DESIGNED COK SCALE NONE STANDARD PLAN V� DRAWN COK NAL CHECKED COK DATE 7/2020 p a APPROVED ENGINEER v 1° 3/4" DIAMETER HOLES 7x7"xl/4"STEEL BOTTOM PLATE (ASTM A240 SS GRADE 33) 2� PRE-GALVANIZED LOW CARBON 12 GA (ASTM A653 GRADE 33) PERFORATED SQUARE TUBING CENTERED ON BASE PLATE O O PLAN 7/16"ON 1"CENTER DIA. HOLES PRE-GALVANIZED LOW CARBON 12 GA (ASTM A653 GRADE 33) PERFORATED SQUARE O TUBING CENTERED ON BASE PLATE O 00 O O WELD ALL AROUND O O 7"x7"xl/4"STEEL BOTTOM PLATE (ASTM A240 SS GRADE 33) 1/2"x5 1/2"SS WEDGE ANCHORS, SS WASHERS AND NUTS BASE PLATE ELEVATION NOTES: 1. CITY OF KENT APPROVAL NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT REQUIRED PRIOR TO USING BASE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE PLATE. ��F�E� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 2. SEE STANDARD PLAN 6-82a FOR ���F WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. SIGN POST AND SIGN NOTES AND � �o�� CITY OF KENT DETAILS. a1 'Q fir; ENGINEERING DEPARTMENT SIGN POST BASE PLATE KENT INSTALLATION WA!"'MGTON TYPE B 9 DESIGNED_ COK SCALE NONE STANDARD PLAN c/�Y (,Srlr DRAWN COK SIONAL CHECKED COT--=DATE 12/2019 G p APPROVED ENGINEER V v CITY LIGHT STANDARD,SEE KENT STANDARD ROADWAY JPLANS 6-86,6-87,6-88,6-90,6-91,6-92 OFF-SET DISTANCE SHOWN ON THE LIGHTING PLANS Y-6"MIN. vim'% v<� v v v v v v SEE NOTE 2 i0 �Oe ° O' ° d 6" �� (TYP.) TYP. WWW ° ° as / / / / / / BOLT PATTERN TO BE SUPPLIED a L BY THE LIGHT STANDARD MANUFACTURER ° SIDEWALK J SQUARE OR ROUND� PLANTER vi VA/AA/AA/AA/AA/A�/ 4"THICK CONCRETE FACE OF CURB A PLAN VIEW WSDOT JUNCTION BOX TYPE 1 FOR LIGHTING CONDUITS,TYPE 2 IF V-6" 1'-6" LIGHTING AND COMMUNICATION DIMENSION SHALL MATCH THE ENTER THE SAME JOX BOX, REQUIREMENTS OF THE APPROVED SEE NOTE 2 BREAKAWAY COUPLING I z 4"THICK CONCRETE GROUND WIRE WITH COIL ^I (GROUND LID TO BOX) a 6" MIN. 5/8"MINUS CRUSHED ROCK a ° ° a PVC CONDUIT TO NEXT JUNCTION BOX iO ° Q 2"MINIMUM DIAMETER � ° a SCHEDULE 80 PVC CONDUIT CONCRETE CLASS 4000P 4 4 EACH 4 EACH#4 REBAR EQUALLY #7 REBAR SPACED HOOPS NOTES: SECTION A-A NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1. ALL MATERIALS AND WORK SHALL AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CONFORM TO THE CITY OF KENT AND �j�TRE�' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1 THE STATE OF WASHINGTON DESIGN �OF WA THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. STANDARDS. q Gy CITY OF KENT �7 ENGINEERING DEPARTMENT 2. LOCKING LID STANDARD DUTY ^�~ JUNCTION BOX PER WSDOT • LIGHT STANDARD FOUNDATION STANDARD PLAN J-40.10 SHEETS 1 KENT AND JUNCTION BOX AND 2.ALL LIDS SHALL BE 9 W.s� "oro" TACK-WELDED AT TWO POINTS FOR DESIGNED COK STANDARD PLAN SECURITY AFTER THE FINAL d DRAWN COK — SCALE NONE INSPECTION AND ACCEPTANCE. �IONAL CHECKED COK DATE 12A2019 6-89a APPROVED ENGINEER BOLT PATTERN TO BE SUPPLIED BY THE LIGHT STANDARD MANUFACTURER SEE NOTE 2 Zo PLANTER FACE OF CURB A 6" SIDEWALK q (TYP.) 0 LT O 4"THICK CONCRETE if 0 0 6"(TYP.) — p ° D D ra }a o 3'SQUARE OR ROUND PLAN VIEW 3'-6"MIN. CL BOLT PATTERN 4"THICK CONCRETE 1' 2' 5'SIDEWALK 6" n n I WSDOT JUNCTION BOX TYPE 1 FOR LIGHTING CONDUITS, TYPE 2 IF LIGHTING AND COMMUNICATION ENTER THE D o SAME JUNCTION BOX,SEE NOTE 2 z 6"MIN. 5/8"MINUS CRUSHED ROCK — — GROUND WIRE WITH COIL (GROUND LID TO BOX) PVC CONDUIT TO NEXT JUNCTION BOX v I 2"MINIMUM DIAMETER SCHEDULE 80 PVC CONDUIT4 447 REBAR CONCRETE CLASS 4000P 444 REBAR EQUALLY SPACED HOOPS___/ NOTES: PrTTnKi a-a NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN 1. ALL MATERIALS AND WORK SHALL �T ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER CONFORM TO THE CITY OF KENT AND �� d AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF THE STATE OF WASHINGTON DESIGN pF WA F ��C� KENT.A COPY MAY BE OBTAINED UPON REQUEST. STANDARD �� ao CITY OF KENT 2. LOCKING LID STANDARD DUTY = ENGINEERING DEPARTMENT JUNCTION BOX PER WSDOT ECCENTRIC LIGHT STANDARD STANDARD PLAN 3-40.10 SHEETS 1 KENT AND 2.ALL LIDS SHALL BE 29s FOUNDATION AND JUNCTION BOX TACK-WELDED AT TWO POINTS FOR DESIGNED cOK SCALE NONE STANDARD PLAN SECURITY AFTER THE FINAL d9�q DRAWN COK INSPECTION AND ACCEPTANCE. ZONAL CHECKED COK DATE 12/2019 6-89 b APPROVED ENGINEER R/W LINE CL VARIES STREET LIGHT POLE AND FOUNDATION, 0 SEE STANDARD PLAN6-89 3'-6" MIN. SEE STANDARD PLAN 6-89 SIDEWALK OR ASPHALT WALKWAY PLANTER STRIP 24" MIN. �o Loo o 12n 2" MINIMUM DIAMETER FOUNDATION PER o ° MAX. SCHEDULE 80 VC CONDUIT STANDARD PLAN 6-89 p 2"SCHEDULE 80 PVC CONDUIT WITH UNINSULATED#8 AWG TRACER WIRE AND 1/4" NYLON PULL ROPE NATIVE BACKFILL ALLOWED OUTSIDE OF THE STREET SECTION. CRUSHED SURFACING TOP COURSE BACKFILL, PER WSDOT STANDARD SPECIFICATION 9-03.9(3)IS REQUIRED WITHIN THE STREET SECTION. TYPICAL HALF ROADWAY SECTION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �j�F�EY' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WA �Ij�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT � F— FOR STREET LIGHT KENT STREET LIGHT TRENCH FOR s Wws„,„GTON CONDUIT RUNS CONDUIT ONLY DESIGNED COK — SCALE NONE STANDARD PLAN DRAWN COK NAL CHECKED COK DATE 12A2019 APPROVED ENGINEER 6-91 —MEDIAN CENTERLINE PYLON TUBULAR MARKER(TYP), SEE NOTE 1 4 2.5' OM1-3(18"x18%TYPE IX PRISMATIC SIGN SHEETING) bi 0 Q MOUNTED 1.5'ABOVE TOP OF ISLAND AND 1'FROM BACK OF CURB. INSTALL YELLOW VIS-Z SHIELD ON POST 0--2 I FIVE(5)YELLOW TYPE 2 RPMS SPACED EVENLY ON BOTH SIDES OF THE CENTERLINE f ALONG RADIUS NOTES: 1. TRAFFIC PYLON SHALL BE 3" WIDE,28" HIGH,YELLOW FLEX POST WITH BLACK CAP AND SHALL BE BOLTED TO THE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ROADWAY ON A BLACK FIXED ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER 2.5BAS E STANDARD PLAN fi 82a FOR F R AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF SIGN MOUNTING.THE BASE S of WA rt KENT.A COPY MAY BE OBTAINED UPON REQUEST. SHALL BE INSTALLED 2"MAX `��•�',� CITY DF KENT ABOVE ISLAND GRADE AND a ENGINEERING DEPAWrldENT FOUNDATION SHALL EXTEND- THROUGH THE PAVEMENT BAS KENT MEDIAN APPROACH DETAIL 3. MEDIAN APPROACH MARKINGS ��� ' SHALL BE INSTALLED ON A� 382�s G7� TRAFFIC ISLANDS ON PROJECT ��'� IST 1ST DES DRAIWHED coK SCALE COK NONE STANDARD PLAN PLANS '`9�FQNAL E CHECKED DK DATE 9/2022 40 EHcedEr7t APPROVED MEDIAN CENTERLINE PYLON TUBULAR MARKER(TYP), SEE NOTE I 1' 1' 0 0 YELLOW TYPE 2 RPMS SPACED 1.5'O.C.ALONG CURB FROM PT TO PT AS SHOWN OM1-3(18"x18";TYPE IX PRISMATIC SIGN SHEETING) MOUNTED 1.5'ABOVE TOP OF — — ISLAND AND 1'FROM BACK OF CURB.INSTALL YELLOW VIS-Z SHIELD ON POST 0 0 NOTES: 1. TRAFFIC PYLON SHALL BE 3" WIDE,28"HIGH,YELLOW FLEX POST WITH BLACK CAP AND SHALL BE BOLTED TO THE ROADWAY ON A BLACK FIXED BASE;TRAFFIC PYLONS SHALL BEGIN AT THE NOSE OF THE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN OFFSET ISLAND. ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER 2.SEE STANDARD PLAN 6-82a FOR �TREY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF SIGN MOUNTING.THE BASE D WA 1r KENT.A COPY MAY BE OBTAINED UPON REQUEST. SHALL BE INSTALLED 2"MAX CITY OF KENT ABOVE ISLAND GRADE AND `� * ENGINEERING DEPAWMENT FOUNDATION SHALL EXTEND THROUGH THE PAVEMENT BASE U ICE* T MEDIAN APPROACH DETAIL: 38296 3. MEDIAN APPROACH MARKINGS IT/9 OFFSET MEDIAN SHALL BE INSTALLED ON TRAFFIC w.,� �a,�� ISLANDS AS NOTED ON PROIECT ��'�, �sT ���� ❑MG COK SCALE NONE STANDARD PLAN PLANS �`�IONAL ECG CHECKED CaK DATE yao22 S-94b INEER APPR>7VE9 WSDOT STANDARD PLANS CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-04 Cement Concrete Curbs SITE PRESERVATION AND EROSION CONTROL I-40.20-00 Storm Drain Inlet Protection ILLUMINATION, SIGNALS AND ITS J-40.10-04 Locking Lid Standard Duty Junction Box Types 1 & 2 (sheet 1 of 2) BNSF Crossing Improvements/HaIlock A -3 January 30, 2023 Project Number: 23-3028.3 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 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 S-G1.3(15). DRAINAGE GRATE TRM GRATE FRAIME n d DRAINAGE GRATE D -RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM(TYP.) SEDIMENT AND DEBRIS a OVERFLOW BYPASS BELOW INLET GRATE DEVICE O Ul flLTER® NOLTER 0 0 BELOW INLET GRATE DEVICE OVERFLOW BYPASS(TYP.) A 0 RATE OF �(1t1 W19mIalDN D D D D D D LANDWAFE ARoHma T MARK W.MAIIRER SECTION VIEW ISOMETRIC VIEW CERTIFICATE NO.00000 NOTTO SCALE 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 MTgigsrpr.n TAPER DIVIDER ENDS NOTES To MATCH INSIDE JUNCTION BOX DIMENSION TABLE TAPER OF BOX BOX INTERIOR LENGTH-1/18' 1. All box dimensions are approximate.Exact configurations vary among manufacturers. z (TYP.) y 2. Minimum lid thick shown.Junction Boxes installed in sidewalks,walkways,and shared-use LL 5/16'(IN).1'ING 8.S. S. 1/4 ¢ BOX TYPE paths shall have a slip-resistant resistant mating on the lid and lip cover late,and shall be installed with U COUPLING NUT 5/16"(IN)•1 1/2"W(S..) ITEM P P- 9 P P SET SCREW(NP•) � TYPE 1 TYPE 2 the surface flush with and matched to the grade of the sidewalk,walkway,or shared-use path. - - - - The non-slip lid shall be identified with permanent markings on the underside,indicating the 10 GAGE A OUTSIDE LENGTH OF JUNCTION BOX 2" 33" GALVANIZED type of surface treatment(see Contract Documents for details)and the year of manufacture. DIVIDER PLATE STEEL B OUTSIDE WIDTH OF JUNCTION BOX 17" 22112" The permanent marking shall be 1/8"(in)line thickness formed with a mild steel weld bead and SIDE VIEW C INSIDE LENGTH OF JUNCTION BOX 1V-IV 28"-2V shall be placed prior to hot-dip galvanizing. ELEVATION VIE W 4a (FOR TYPE 2 JUNCTION BOX ONLY) D INSIDE WIDTH OF JUNCTION BOX 1S"-14' 1r-it 3. Lid support members shall be 3/16"(in)minimum thick steel C,L,or T shape,welded to the frame. A E LID LENGTH 175/8" 28 WS' 4. A 1/4-20 NC z 3/4"(in)stainless steel ground stud shall be welded to the bottom of the lid;include LID SUPPORT(TYPJ F LID WIDTH 12 SW 181/8' (2)stainless steel nuts and(2)stainless steel flat washers. (SEE NOTE 3) C CAPACITY-CONDUIT DIAMETER 8' 12' 5. Bolts and nuts shall be liberally Coated with ant-seize Compound. E 3/1W 6. Equipment Bonding Jumper shall be#8 AWG min..4'(ft)of tinned braided copper. GROUNDSTUD ) DIAMOND PATTERN 30'(IN)STEEL COVER 7. The System Identification letters shall be 1/8"(in)line thickness formed With a mild steel weld bead.See (SEE NOTE 4) 3/16 1 1/2 (SEE NOTE 2) LIP PLATE(TYP.) _ Cover Marking detail.Grind off diamond pattern before forming letters.For System Identification details, COUPLING NUT LID SUPPORT(TW.) see Standard Specification 9-29.2(4). ________e_____ FORALTERNATIVE 2- ° WELDED WIRE 8. When required in the Contract,provide a 10"(in)x 27 1/2"(in),10 gage divider plate,complete,with SEE SHEET2 _____�________________ G G G FABRIC(rYP.) (T1'PJ 1/8 fasteners,in each Type 2 Junction Box where specified. LID LIFTING NOTCH- Q- I `HOOK oo�o� p 9. When required in Contract,provide a 12"(in)deep extension for each Type 2 Junction Box where specified. 1/4'(IN)•3/4'(IN) (--- BEE (�') 000001 10.See the Standard Specifications for alternative reinforcement and class of concrete. NOTE 7 p —��---- 11.Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied a two places to e the vertical Welded Wire Fabric when in contact with each other.Wire tie all other Headed Anchor Shear HEADED ANCHOR SHEAR I O I Studs to the horizontal Welded Wire Fabric. STUD-3/B'(IN).3'(IN)10 COUNT STUDS EVENLY d I d 12.Lid Bolt Down Attachment Tab providee a method of retroftting by using a mechanical process in lieu of SPACED AROUND FRAME •1 welding.Attachment Tab shown depicts a typical component arrangement;actual configurations of (PUCE TO SIDE OF u0 I - I ,� assembly will vary among manufacturers.See approved manufacturers'shop drawings for specifics. BOLT GOWN SUPPORT A- ----' --------------'------------' '----' .. NGLE WHEN USING LOCK- --- B-- --------- -_� --- 13.Unless otherwise noted in the plans or approved by the Engineer,Junction Boxes,Cable Vaults,and ING DETAILALTERNATIVE HEADED ANCHOR Pull Boxes shall not be placed within the sidewalks,walkways,shared use paths,traveled ways or paved 2)(SEE NOTE 11) sHEAR STUD(TYP.) 11 shoulders.All Junction Boxes,Cable Vaults,and Pull Boxes placed within the traveled way or paved 1 31W(IN)DIAM.HOLE WITH D (SEE NOTE 11) MIN shoulders shall be Heavy-Duty. V2-13.1 112 STAINLESS WELDED WIRE HOOP(TYP.) STEEL PENTA HEAD BOLT 1. GAP(TVPJ 4' (SEE NOTE 10) W WF WIRE TIED TO 14.Distance between the top Of the conduit and the bottom of the Junction Box lid shall be 6"(in)min.to 8"(in) FOR HOOK RELEASE HEADED ANCHOR max.for final grade of new construction only.See Standard Specification 8-20.3(5).Where adjustments BOLT PLATE-SEE DETAIL SHEAR STUD(TYP.) are to be made to existing Junction Boxes,or for interim construction stages during the contract,the LOCKING LID STANDARD SECTION OD limits shall be from 6"(in)min.to 10"(in)max.See Standard Specification 8.20.3(6). (TyP.) 3/16 3M DUTY JUNCTION BOX 3116 314 (CONDUITS NOT SHOWN) PERSPECTIVE VIEW TOP OF SOIL p GROUND STUD(SEE NOTE 4) 3/8"(IN STEEL B 7D$Ep� SURFACE OR COVER UP PLATE 0 Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2- FINISHED GROUNDING STUD Q ep WAggY (BEE NOTE 4) 1 1/2"MIN. Conductor 1 1/2 MIN. SEE DETAIL"E"ALTERNATIVE 2 Q �� 'IL+ GRADE TOP OF PAVED Q q! 7 E 3/8"(IN)STEEL 3/18" SURFACE ©Copper Solderiess 318'(IN)STEEL F LID SUPPORT(fYPJ- W °j A F COVER PLATE TOP OF BABE Crimp Connector COVER LIP PLATE 3/18' SHAPE SHOWNZ _ LID HOOK (TYPJ (SEE NOTE 3) F -4 COURSE O Equipment Bonding T yg^I(S "IN HEADED ANCHOR .o yryr• Jumper(See Note 6) I. SHEAR STUD(TYP. mop qB 39820 Fi 1 G_F� 1 N ®See Contract for conduit VJEIDE E dss10 STE&Q�G12 i size and number {I FABRIC(TYP.) ONAL f4 M WF)bx4-W2.9.W2.9 (S GAGE)(SEE NOTE 10) IN1'•T� 3 w rc COVER MARKING DETAIL n.y�f nMuminv:lz AM O 1 . p� 2 MIN WE ED WIRE HOOP 1/LD m(') 3" - 2" DARD 01 O MIN �'• 3 (TYP.IW2.9(BGAGE) LOCKING uD STAN Ew 3 (BEE NOTE 8) MAX MIN.. �w "- 1^1(TVP•) ��. (BEE NOTE 10) DUTY JUNCTION BOX i f9 CRUSHED SURFACING(BASE f n I T S TYPES 1 &2 n COURSE OR TOP COURSE) PER 2:O 1/r(TyP,) STANDARD PLAN J-40.10-04 STANDARD SPECIFICATION 9.03.9(3)', f r x � SHEET 1 OF 2 SHEETS 0 0 0'1 0 0 1/4'CLEAR APPROVED FOR PU w'xBpoLICATION j Optl.t.v.. LL AROUND OONN a ©GRS CONDUIT PITS' 1 C DUIT PVC ni 4 0 0 0 0 SECTION O o�,Ox F-s'��• _______________ .---______________ SEE NOTE7 SECTION (CONDUITS NOT SHOWN) -•� TRAFFIC CONTROL PLANS BNSF Crossing Improvements/HaIlock A -4 January 30, 2023 Project Number: 23-3028.3 f aauvel lo,luoeaigell su4a 107N31i £ZIBR lItlW3 4133HS 03Ntld3Nd 31tlO JL 3 ^ 138WON 3NOHd O1p 2i0�yw 6L4L-8SZ-ESZ tlM'3aaN •✓ 03NOHd NOLLtlOOl 1031'ONd NOSIAN3dOS TIOSIA21ZTf asoia suyO 9Zo£-£Z IOxW]�IfRNl Ld5 N019Nix5tlM A8 O3 Vd3Nd #103fONd NOEMIN00 Z K U Q F w Z w h �A ry N C7 W _ Z •y E 3@ G W D O ■ C A s E m" E» rn N T � za ■ Q U ■0 m ¢ H=.— z H y •av Q I ramr: 3Y z �E l-o ? m oou 6J N N 3 of N h O O >N >N xX c+J V � S 3AV OVO'dlln N uuuuuu C? 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WC Q r ! S p Q y y Q 2LL2 w$S;n rc LL •,. ...•. O V O- r m W J U r' I xY�=4 F LL 1 o oa Qy aD OtW.1 ,~ z y Or 0 o_rc Z V> z p y N r'Q K ry 6¢= W y V C R W y O O r mz �O- z W y Q 2 CD rL O a au 77 AVES a�� Qm KW imp N y r2 O?p a M z H a Q (7 3 =w0 QQw w mQ QQ zyr24 CC 0 ul m m� V yO�2=CtzZ J mM6r.1 r y om b _vi t7o y LL W C J Z 0 m 2 IF`p fn OC Q 26 o� 1 x 80'1N3N 133HS H91VW J�r W O m ca JOa JLL LOU Ja Sc) ^Jr za _ �3 QzpQoy �a IF—AN 11 MP. 1 LANE u TABLE(i) lwo 11IRCIANNE ION DEWCE TRAFFIC CONTROL PLANSIGN SPACING X MINIMUM LANE CLOSURE TAPER LENGTH L(fees PA N .at KENT,WA 1 Poured Speed(,ph) N va'T, w �1-0 210 11 4800 GG IC wn•IA '31 NUZ=P A LIPS.A IS I a I A NTENIAL. 11 MPH 1.1 2�1. 411 Ti A:U.= "P. S AL R 7.=N URGAN—1— 21 MPH R LF.S 1.�-Q) PROJECT NOT TO SCALE 11)ALL S-1—MAY 1E AIJUSTED TO ACCOMN.——N.— LOCATION NAM"ATNA'E N—AEC—S AN, 1 IPAIINI MAY 1E IN 1—N APEAS TI 11 R'ALAAY"N'IHT'N' CITY OF KENT PERMIT#__ LEGENDig WORK AREA TRAFIF C CONTROL ..... 28"REFL.CONE DEVICES .u.STOP ATfl La CROSSING DATES 2 SIGN LOCATION 15 EXISTING TRAFFIC FLOW I t �Z IE POSTED SPEED SEQUENTIAL ARROWBOARD LIMIT 2z IS 2; 4 a ou 11111111111 W SMITH ST I I I ' � — — — — — — — — — — — — — — — — — — — — — — — — — — 2 tE @ — — — — — — — — — — — — — — 1%124, METRO STOP TAPER L 1) UNAFFECTED <k R W2o_l 4...EL * 4- W4.2R —*2.-1 W ADVANCE SPACED G IT)OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. ADVISORY GENERAL NOTES: F0 ADDL.NOTES: Puget Sound FS If I 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO. 504 W Crew St Contractor must coordinate closure times/dates with BNSF. 2 Kent,WA 98032 NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND IN VICINITY OF WORK AREA BNSF RR scheduled movements shall not be interrupted at any time during closure. DATES(OPTIONAL). CLOSURE MAY POTENTIALLY 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANC AFFECT EMERGENCY CALLS All BNSF rules/regulations for working in the vicinity of RR tracks must be followed. OF CLOSURE:20 6,477-1140 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD Traffic control M remain in place for duration of phase.R removed during non-working hours, CONDITIONS. mad must remain in a safe and functional condition. 6.ALL SIGNS MIN.36"TE 36"UNLESS OTHERWISE SPECIFIED. KI 7.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE Ing County METRO route present but unaffected.(this sheet only) (1)for spacing distances). 81locANHHAPffin. 8.ALL PACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE Elm INTERSECTIONS AND/OR DRIVEWAYS. MINIMUM LANE CLOSURE TAPER LENGTH L TABLE(i) 11IR 1 SIGN SPACING-X CIIANNE ION DEVICE TRAFFIC CONTROL PLAN low NNAI PA N (.at) KENT,WA N �'NTE' Pasted SWoul(mph) R TAIG11T 11 'UZ=A A DR..ANTENIAL. 11—MPH 1.1 vs 0 w TV -"!III I IC IS AD 210 4800 =N7.:U.= MPH 2�1. 411 S -CC-- URNAN—1— 21 MPH R LESS — PROJECTNOT TO SCALE INAUSPNU MAY BE ADJUSTED TO ACCOMN-ArE NITENCHAN- LOCATION NAN"ATNA'E N'E"ED...AN, C)1 IPAIINI MAY IS 1E1U111 IN LINAN APEAA TI 11 R'AL'Ay"N'ITT'N' CITY OF KENT PERMIT#__ VKVnMW ADVANCE WARNING SIGNS III SPA CEO IV(X)OR AS PER t It t SITE CENS) REFER TD SIGN—MCINSCHART. 2 POSTED SPEED P. 18" 24" LIMIT n METRO STOP TAPER L UNAFFECTED JW�-2R!tW2±ILW20-1 INIIIINNIIIII I 2' SM SM - - - - - - - - - - - - - - - - - - - IIIIIIII 'A E SMITH ST A>. as WOun Now W20-1 I rill't, t t t t LEGEND WORK AREA ADVISORY 28"REFL.CONE GENERAL NOTES: F0 41 SIGN LOCATION ADDL.NOTES: Puget Sound FS#71 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO. — EXISTING TRAFFIC FLOW 504 W Crew St Contractor must coordinate closure times/dates with BNSF. 2 NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND IN VICINITY OFWORKAREA BNSF RR scheduled movements shall not be interrupted at any time during closure. DATES(OPTIONAL). SEQUENTIAL ARROWBOARD CLOSURE MAY POTENTIALLY 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE AFFECT EMERGENCY CALLS All BNSF rules/regulations for working in the vicinity of RR tracks must be followed. OF CLOSURE:20 6,477-1140 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD Traffic control M remain in place for duration of phase.R removed during non-working boom, CONDITIONS. mad must remain in a safe and functional condition. 6.ALL SIGNS MIN.36"TE 36"UNLESS OTHERWISE SPECIFIED. 7.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE King County METRO route present but unaffected.(this sheet only) (1)for spacing distances). 'belo'81locANHHADOD. 8.ALL PACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE Elm INTERSECTIONS AND/OR DRIVEWAYS. MINIMUM LANE CLOSURE TAPER LENGTH L TABLE(i) 11IR 1 SIGN SPACING-X CIIANNE ION DEWICE TRAFFIC CONTROL PLAN low (fees PA N (.at) KENT,WA Pounted SWoul(,ph) �R I TAIG11T N va'T, TV w 480 �-IS AD NTENIAL. 11—MPH 1.1 2�1. 411 20 1 0 R 7 L. :U.= "P. S AL -CC-- NOT TO SCALE URGAN—1— 21 MPH R LF.S PROJECT INAUL SPNU MAY BE ADJUSTED TO ACCOMN-ArE NITEP.— LOCATION NAM"ATNA'E N'E"ED...AN, C)1 IPAIIII MAY 1E 1E1U111 IN U—N APEAS TI 11 R'ALAAY"N'ITT'N' CITY OF KENT PERMIT#__ A LEGEND WORK AREA TRAFIF C CONTROL .As..As 28"REFL.CONE VIIVI�MAIA DIM ES .u.SING ATfl La CROSSING DATES 2 SIGN LOCATION 15 EXISTING TRAFFIC FLOW I t t �Z IE POSTED SPEED SEQUENTIAL ARROWBOARD 24 g, "x 12" LIMIT 18".24" 24'x 18" I RE UNDURESMAYAQ1 4j R 11 C2NCU HALLGE LL n �AM T I m CS S.E a.UP CONCURGENTIlf W SMITH ST R4. ImWWAUKSHA L BE MAINTAINED A AT ALLAMES. IIIIIIIIIIYN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 @ — — — — — — — — — — — — — — ----- — ---- - �114 �114 24"X 1 8- METRO STOP 24'x 12 UNAFFECTED TAPEG=L R9-11 R9L11 <kW2G-1 4..-ER <�W.21 Ike I; 1+1 t;F AWANCE WARNING SIGNS \/1 SPACED G IT)OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. ADVISORY GENERAL NOTES: F0 ADDL.NOTES: Puget Sound FS If I 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO. 504 W Crew St Contractor must coordinate closure times/dates with BNSF. 2 Kent,WA 98032 NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND IN VICINITY OF WORK AREA BNSF RR scheduled movements shall not be interrupted at any time during closure. DATES(OPTIONAL). CLOSURE MAY POTENTIALLY 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANC AFFECT EMERGENCY CALLS All BNSF rules/regulations for working in the vicinity of RR tracks must be followed. OF CLOSURE:20 6,477-1140 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD Traffic control M remain in place for duration of phase.R removed during non-working hours, CONDITIONS. mad must remain in a safe and functional condition. 6.ALL SIGNS MIN.36"TE 36"UNLESS OTHERWISE SPECIFIED. KI 7.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE Ing County METRO route present but unaffected.(this sheet only) (1)for spacing distances). 81locANHHADOD. 8.ALL PACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE Elm INTERSECTIONS AND/OR DRIVEWAYS. MINIMUM LANE CLOSURE TAPER LENGTH L TABLE(i) 11IR 1 SIGN SPACING-X CIIANNE ION DEVICE TRAFFIC CONTROL PLAN low fous' PA N (.at) KENT,WA N �'NTE' Purchad SWAN!(inch) R TAIG11T 11 'UZ=A A DR..ANTENIAL. 11—MPH 1.1 VA 0 wt TV -"!Izs iTp sax Pm':IA II I IC is AD 210 4800 R NITC.:U.= 2�1. 411 S -CC-- DAN.—1— 21 MPH R LESS — PROJECTNor TO SCALE ffl'j INAUSPA MAY BE ADJUSTED TO ACCOMN-ArE NITENCHAN- LOCATION NAN"AT-E N'E"ED...AN, C)1 IPAIINI MAY IS 1E1U111 IN INVAN APEAA TI 11 R'AL'Ay"N'ITT'N' CITY OF KENT PERMIT#__ VCVRMAP d ADVANCE 4REFER To SIGN EPACI WARNING SIGNS t 1I SPACED a(X)OR AS PER t SITE CONDITIONS.GCHART. <&W211 18'x 24" ptjxm POSTED SPEED .2 0. P. LIMIT LH 18"A 24' R > 4.7 METRO STOP TAPE=L LEI :j.41L±1V2.-SR±W2o-1 IIIIIIIIIIIIIIII UNAFFECTED z4 82 2 — — — — — — — — — — — — — — — — — — — 3 - .� IIIIIIIIW II n III E SMITH ST IIIIIIIIII gun Ana W20.1 tit t .1 i I t LEGEND WORK AREA ADVISORY 28"REFL.CONE F0 GENERAL NOTES: 41 SIGN LOCATION ADDL.NOTES: Puget Sound FS#71 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO. — EXISTING TRAFFIC FLOW 504 W Crew St Contractor must coordinate closure times/dates with BNSF. 2 NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND IN VICINITY OFVVORKAREA BNSF FIR scheduled movements shall not be interrupted at any time during closure. DATES(OPTIONAL). SEQUENTIAL ARROWBOARD CLOSURE MAY POTENTIALLY 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE AFFECT EMERGENCY CALLS All BNSF rules/regulations for working in the vicinity of RR tracks must be followed. OF CLOSURE:20 6,477-1140 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD Traffic control M remain in place for duration of phase.R removed during non-working boom, CONDITIONS. mad must remain in a safe and functional condition. 6.ALL SIGNS MIN.36"TE 36"UNLESS OTHERWISE SPECIFIED. King County METRO route present but unaffected.(this sheet only) 7.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8A`wr`.e1",',dIo. 8.ALL PACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. INADVERTENT DISCOVERY PLAN BNSF Crossing Improvements/HaIlock A -5 January 30, 2023 Project Number: 23-3028.3 PLAN AND PROCEDURES FOR THE UNANTICIPATED DISCOVERY OF CULTURAL RESOURCES AND HUMAN SKELETAL REMAINS KENT RAILROAD QUIET ZONE PROJECT, KING COUNTY WASHINGTON 1. INTRODUCTION The City of Kent plans to construct the Railroad Quiet Zone project. The purpose of this project is to enhance the safety and eliminate noise-related impacts where rail traffic extends through a densely populated area within the site of Kent by making safety improvements at 13 railroad crossings and installing new fencing and replacing old fencing within the Burlington Northern Santa Fe and Union Pacific Railroads Rights of Way. The following Unanticipated Discovery Plan (UDP) outlines procedures to follow, in accordance with state and federal laws, if archaeological materials or human remains are discovered. 2. RECOGNIZING CULTURAL RESOURCES A cultural resource discovery could be prehistoric or historic. Examples include: • An accumulation of shell, burned rocks, or other food related materials Bones or small pieces of bone, An area of charcoal or very dark stained soil with artifacts, • Stone tools or waste flakes (i.e. an arrowhead, or stone chips), • Clusters of tin cans or bottles, logging or agricultural equipment that appears to be older than 50 years, Buried railroad tracks, decking, or other industrial materials. When in doubt, assume the material is a cultural resource. 3. ON-SITE RESPONSIBILITIES STEP 1: STOP WORK. If any employee, contractor or subcontractor believes that he or she has uncovered a cultural resource at any point in the project, all work in the immediate area of the discovery must stop (typically a 10 foot radius, but depends on site conditions). The discovery location should be secured at all times. STEP 2: NOTIFY MONITOR. If there is an archaeological monitor for the project, notify that person. If there is a monitoring plan in place, the monitor will follow its provisions. STEP 3: NOTIFY CONSTRUCTION SITE PROJECT MANAGEMENT. Contact the Project Managers: Draft—Cultural Resources Desktop Review and Architectural Inventory for the City of Kent's Railroad E-3 Quiet Zone Project, City of Kent, King County, Washington Jurisdiction: City of Kent, Public Works Department Toby Hallock Design Engineer 3 253.856.5500 253.856.5536 thallock@kentwa.gov The Construction Site Project Manager or their designee will make all other calls and notifications. If human remains are encountered, treat them with dignity and respect at all times. Cover the remains with a tarp or other materials (not soil or rocks) for temporary protection in place and to shield them from being photographed. Do not call or speak with the media about the remains specifically. 4. FURTHER CONTACTS AND CONSULTATION A. Construction Site Project Manager's Responsibilities: • Protect Find: The Construction Site Project Manager is responsible for taking appropriate steps to protect the discovery site. All work will stop in an area adequate to provide for the total security, protection, and integrity of the resource. Vehicles, equipment, and unauthorized personnel will not be permitted to traverse the discovery site. Work in the immediate area will not resume until treatment of the discovery has been completed following provisions for treating archaeological/cultural material as set forth in this document. • Direct Construction Elsewhere On-site: The Construction Site Project Manager may direct construction away from cultural resources to work in other areas prior to contacting the concerned parties. • Contact the Department of Archaeology and Historic Preservation (DAHP): If the DAHP has not yet been contacted, the Construction Site Project Manager will do so. • Identify Find: The Construction Site Project Manager will ensure that a qualified professional archaeologist examines the find to determine if it is archaeological. This will either be an archaeological consultant hired by the Construction Site Project or staff from DAHP. o If the discovery is determined not archaeological, work may proceed with no further delay. o If the discovery is determined to be archaeological, the Construction Site Project Manager will continue with notification. E-4 Draft—Cultural Resources Desktop Review and Architectural Inventory for the City of Kent's Railroad Quiet Zone Project, City of Kent, King County, Washington o If the discovery is human remains or funerary objects, the Construction Site Project Manager will ensure that the DAHP State Physical Anthropologist examines the find. If the discovery is determined to be human remains, the procedure described in Section 5 will be followed. Notify DAHP: The Construction Site Project Manager will contact the involved federal or permitting agencies (if any) and the Department of Archaeology and Historic Preservation (DAHP). Department of Archaeology and Historic Preservation: Dr. Allyson Brooks Dr. Rob Whitlam State Historic Preservation Officer State Archaeologist 360.586.3066 or 360.586.3064 360.586.3080 Department of Commerce: Mara Isaacson, Grant Manager, Community Assistance and Research Unit 360.742.7665 or mara.isaacson@commerce.wa.gov The Construction Site Project Manager will contact the interested and affected Tribes. Tribes consulted on this project are: Tribe: Muckleshoot Indian Tribe Tribe: Puyallup Tribe of Indians Laura Murphy Brandon Reynon Archaeologist Cultural Resources 253.876.3272 253.573.7986 Laura.murphy@muckleshoot.nsn.us Brandon.reynon@puyalluptribe- nsn.gov Tribe: Snogualmie Indian Tribe Tribe: Squaxin Island Tribe Steven Mullen-Moses Shane Dinubilo Director, Archaeology and Historic Archaeologist Preservation 360.870.6234 425.495.6097 sdinubilo@squaxin.us steve@snoqualmietribe.us Tribe: Tulalip Tribes Tribe: Suguamish Tribe Richard Young Draft—Cultural Resources Desktop Review and Architectural Inventory for the City of Kent's Railroad E-5 Quiet Zone Project, City of Kent, King County, Washington Dennis Lewarch Cultural Resources Tribal Historic Preservation Officer 360.716.2652 360.394.8259 Cell: 425.239.0182 dlewarch@suquamish.nsn.us ryoung@tulaliptribes-nsn.gov B. Further Activities Archaeological discoveries will be documented as described in Section 6. • Construction in the discovery area may resume as described in Section 7. S. SPECIAL PROCEDURES FOR THE DISCOVERY OF HUMAN SKELETAL MATERIAL Any human skeletal remains, regardless of antiquity or ethnic origin, will at all times be treated with dignity and respect. If the project occurs on federal lands (e.g., national forest or park, military reservation) or Indian lands (e.g., reservations, allotments, communities) the provisions of the Native American Graves Protection and Repatriation Act of 1990 apply, and the responsible federal agency will follow its provisions. Note that state highways that cross federal and Indian lands are on easements and are not owned by the state. If the project occurs on non-federal lands, it will comply with applicable state laws, and the following procedure: A. Notify Law Enforcement Agency and Coroner's Office: In addition to the actions described in Sections 3 and 4, the Construction Site Project Manager will immediately notify the local law enforcement agency and coroner's office. The medical examiner (with assistance of law enforcement personnel) will determine if the remains are human, whether the discovery site constitutes a crime scene, and will notify DAHP if the remains are determined to be non-forensic. Kent Police Department 253.852.2121 King County Medical Examiner 206.731.3232 B. Participate in Consultation: Per RCW 27.44.055, RCW 68.50, and RCW 68.60, DAHP will have jurisdiction over non- forensic human remains and will make a determination of whether the remains are Indian or not, and notify all affected tribes. E-6 Draft—Cultural Resources Desktop Review and Architectural Inventory for the City of Kent's Railroad Quiet Zone Project, City of Kent, King County, Washington C. Further Activities: • Documentation of human skeletal remains and funerary objects will be agreed upon through the consultation process described in RCW 27.44.055, RCW 68.50, and RCW 68.60. • When consultation and documentation activities are complete, construction in the discovery area may resume as described in Section 7. 6. DOCUMENTATION OF ARCHAEOLOGICAL MATERIALS Archaeological deposits discovered during construction will be assumed eligible for inclusion in the National Register of Historic Places under Criterion D per 36CFR800.13(c) until a formal Determination of Eligibility is made. If the project does not have a federal nexus/compliance requirement, contact the Construction Site Project Manager or DAHP regarding the possible need for an Emergency Excavation Permit per RCW27.53. In general, expect that: • All prehistoric and historic cultural material discovered during project construction will be recorded by a professional archaeologist on State of Washington cultural resource site or isolate form using standard techniques. Site overviews, features, and artifacts will be photographed; stratigraphic profiles and soil/sediment descriptions will be prepared for subsurface exposures. Discovery locations will be documented on scaled site plans and site location maps. • Cultural features, horizons and artifacts detected in buried sediments may require further evaluation using hand-dug test units. Units may be dug in controlled fashion to expose features, collect samples from undisturbed contexts, or interpret complex stratigraphy. A test excavation unit or small trench might also be used to determine if an intact occupation surface is present. Test units will be used only when necessary to gather information on the nature, extent, and integrity of subsurface cultural deposits to evaluate the site's significance. Excavations will be conducted using state-of-the-art techniques for controlling provenience. • Spatial information, depth of excavation levels, natural and cultural stratigraphy, presence or absence of cultural material, and depth to sterile soil, regolith, or bedrock will be recorded for each probe on a standard form. Test excavation units will be recorded on unit-level forms, which include plan maps for each excavated level, and material type, number, and vertical provenience (depth below surface and stratum association where applicable) for all artifacts recovered from the level. A stratigraphic profile will be drawn for at least one wall of each test excavation unit. • Sediments excavated for purposes of cultural resources investigation will be screened through 1/8-inch mesh, unless soil conditions warrant%-inch mesh. Draft—Cultural Resources Desktop Review and Architectural Inventory for the City of Kent's Railroad E-7 Quiet Zone Project, City of Kent, King County, Washington • All prehistoric and historic artifacts collected from the surface and from probes and excavation units will be analyzed, catalogued, and temporarily curated. Ultimate disposition of cultural materials will be determined in consultation with the federal agencies (if any), DAHP, and the affected tribes. If assessment activity exposes human remains (burials, isolated teeth, or bones), the process described in Section 5 above will be followed. 7. PROCEEDING WITH CONSTRUCTION Project construction outside the discovery location may continue while documentation and assessment of the cultural resources proceed. A Cultural Resources Specialist (either from DAHP, a consulting Tribe, or a professional consultant) must determine the boundaries of the discovery location. In consultation with DAHP and affected tribes, the Construction Site Project Manager will determine the appropriate level of documentation and treatment of the resource. If federal agencies are involved, the agencies will make the final determinations about treatment and documentation. Construction may continue at the discovery location only after the process outlined in this plan is followed and DAHP (and the federal agencies, if any) determine that compliance with state and federal laws is complete. E-8 Draft—Cultural Resources Desktop Review and Architectural Inventory for the City of Kent's Railroad Quiet Zone Project, City of Kent, King County, Washington PREVAILING WAGE RATES BNSF Crossing Improvements/HaIlock A -6 January 30, 2023 Project Number: 23-3028.3 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 01/31/2023 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 $72.54 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 & Floor Finisher $71.53 15J 4C View King Carpenters Journey Level $71.53 15J 4C View King Carpenters Scaffold Erector $71.53 15J 4C View King Cement Masons Application of all Composition $70.09 15J 41J View Mastic King Cement Masons Application of all Epoxy $69.59 15J 41J View Material King Cement Masons Application of all Plastic $70.09 15J 41J View Material King Cement Masons Application of Sealing $69.59 15J 41J View Compound King Cement Masons Application of Underlayment $70.09 15J 41J View King Cement Masons Building General $69.59 15J 41J View King Cement Masons Composition or Kalman Floors $70.09 15J 41J View King Cement Masons Concrete Paving $69.59 15J 41J View King Cement Masons Curb £t Gutter Machine $70.09 15J 41J View King Cement Masons Curb Ft Gutter, Sidewalks $69.59 15J 41J View King Cement Masons Curing Concrete $69.59 15J 41J View King Cement Masons Finish Colored Concrete $70.09 15J 41J View King Cement Masons Floor Grinding $70.09 15J 41.1 View King Cement Masons Floor Grinding/Polisher $69.59 15J 4U View King Cement Masons Green Concrete Saw, self- $70.09 15J 41.1 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 41.1 View King Cement Masons Gunite Nozzleman $70.09 15J 4U View King Cement Masons Hand Powered Grinder $70.09 15J 41.1 View King Cement Masons Journey Level $69.59 15J 41-1 View King Cement Masons Patching Concrete $69.59 15J 4U View King Cement Masons Pneumatic Power Tools $70.09 15J 41-1 View King Cement Masons Power Chipping Et Brushing $70.09 15J 4U View King Cement Masons Sand Blasting Architectural $70.09 15J 41-1 View Finish King Cement Masons Screed Et Rodding Machine $70.09 15J 4U View King Cement Masons Spackling or Skim Coat $69.59 15J 41-1 View Concrete King Cement Masons Troweling Machine Operator $70.09 15J 4U View King Cement Masons Troweling Machine Operator on $70.09 15J 41-1 View Colored Slabs King Cement Masons Tunnel Workers $70.09 15J 41.1 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 - $103.091 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 Drywall Applicator Journey Level $71.53 15J 4C View King Drywall Tapers Journey Level $70.61 5P 1 E View King Electrical Fixture Maintenance Journey Level $35.19 5L 1 E View Workers King Electricians - Inside Cable Splicer $99.36 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $106.81 7C 4E View King Electricians - Inside Certified Welder $95.98 7C 4E View King Electricians - Inside Certified Welder (tunnel) $103.09 7C 4E View King Electricians - Inside Construction Stock Person $47.03 7C 4E View King Electricians - Inside Journey Level $92.59 7C 4E View King Electricians - Inside Journey Level (tunnel) $99.36 7C 4E View King Electricians - Motor Shop Journey Level $48.68 5A 1 B View King Electricians - Powerline Cable Splicer $88.89 5A 4D View Construction King Electricians - Powerline Certified Line Welder $81.65 5A 4D View Construction King Electricians - Powerline Groundperson $52.91 5A 4D View Construction King Electricians - Powerline Heavy Line Equipment $81.65 5A 4D View Construction Operator King Electricians - Powerline Journey Level Lineperson $81.65 5A 4D View Construction King Electricians - Powerline Line Equipment Operator $70.02 5A 4D View Construction King Electricians - Powerline Meter Installer $52.91 5A 4D 8W View Construction King Electricians - Powerline Pole Sprayer $81.65 5A 4D View Construction King Electricians - Powerline Powderperson $60.75 5A 4D View Construction King Electronic Technicians Journey Level $60.10 7E 1 E View King Elevator Constructors Mechanic $103.81 7D 4A View King Elevator Constructors Mechanic In Charge $112.09 7D 4A View King Fabricated Precast Concrete All Classifications - In-Factory $20.62 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 $84.58 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 $82.03 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 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 15J 4V 8Y View Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $56.80 15J 4V 8Y View King Laborers Topper $56.80 15J 4V 8Y View King Laborers Track Laborer $56.80 15J 4V 8Y View King Laborers Track Liner (Power) $57.84 15J 4V 8Y View King Laborers Traffic Control Laborer $51.48 15J 4V 9C View 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 Worker44.01-54.00 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 Worker68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $184.40 15J 4V 9B View Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $186.40 15J 4V 9B View Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $59.95 15J 4V 8Y View Tender King Laborers Tunnel Work-Miner $59.95 15J 4V 8Y View King Laborers Vibrator $57.84 15J 4V 8Y View King Laborers Vinyl Seamer $56.80 15J 4V 8Y View King Laborers Watchman $43.76 15J 4V 8Y View King Laborers Welder $57.84 15J 4V 8Y View King Laborers Well Point Laborer $57.84 15J 4V 8Y View King Laborers Window Washer/Cleaner $43.76 15J 4V 8Y View King Laborers - Underground Sewer General Laborer Et Topman $56.80 15J 4V 8Y View Et Water King Laborers - Underground Sewer Pipe Layer $57.84 15J 4V 8Y View Et Water King Landscape Construction Landscape $43.76 15J 4V 8Y View Construction/Landscaping Or Planting Laborers King Landscape Construction Landscape Operator $78.80 15J 11G 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $71.53 15J 4C View King Marble Setters Journey Level $66.32 7E 1 N View King Metal Fabrication In Shop) Fitter/Certified Welder $42.17 151 11 E View King Metal Fabrication In Shop), General Laborer $30.07 151 11 E View King Metal Fabrication In Shop) Mechanic $43.63 151 11 E View King Metal Fabrication In Shop), Welder/Burner $39.28 151 11E View King Millwright Journey Level $73.08 15J 4C View King Modular Buildings Cabinet Assembly $15.74 1 View King Modular Buildings Electrician $15.74 1 View King Modular Buildings Equipment Maintenance $15.74 1 View King Modular Buildings Plumber $15.74 1 View 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 Z(2 1 R View King Plasterers Nozzleman $71.49 1 R View King Playground Et Park Equipment Journey Level $15.74 1 View Installers King Plumbers Et Pipefitters Journey Level $95.69 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, D10 And 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 I 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, Farman Type $75.35 15J 11G 8X View King Power Equipment Operators Yo Yo Pay Dozer $79.41 15J 11G 8X View King Power Equipment Operators- Asphalt Plant Operators $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Boat Operator $80.33 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Bobcat $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $75.35 15J 11G 8X View Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $75.35 15J 11G 8X View Underground Sewer Et Water 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 I 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, D10 And 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, Farmall 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 i 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 Journey Level $91.51 6Z 1G View Conditioning 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 $95.69 6Z 1G View Pipefitters King Residential Refrigeration Et Air Journey Level $91.51 6Z 1G View Conditioning Mechanics King Residential Sheet Metal Journey Level $94.11 7F 1 E View Workers King Residential Soft Floor Layers Journey Level $55.54 5A 3J View King Residential Sprinkler Fitters Journey Level $55.95 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 $59.05 5A 3H View King Roofers Using Irritable Bituminous $62.05 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 $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Carpenter $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Crane $39.58 7V 1 View Operator King Shipbuilding Et Ship Repair New Construction Electrician $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Heat Et Frost $84.58 15H 11C View Insulator King Shipbuilding Et Ship Repair New Construction Laborer $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Machinist $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Operating $39.58 7V 1 View Engineer King Shipbuilding Et Ship Repair New Construction Painter $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Pipefitter $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Rigger $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Sheet Metal $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Shipfitter $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction $39.58 7V 1 View Warehouse/Teamster King Shipbuilding Et Ship Repair New Construction Welder / $39.58 7V 1 View Burner King Shipbuilding Et Ship Repair Ship Repair Boilermaker $50.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Carpenter $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Electrician $50.42 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost $84.58 15H 11C View Insulator King Shipbuilding Et Ship Repair Ship Repair Laborer $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Machinist $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Painter $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Pipefitter $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Rigger $50.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $50.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Shipwright $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Warehouse / $45.06 7Y 4K View Teamster King Sign Makers Et Installers Journey Level $55.78 0 1 View .(Electrical). King Sign Makers Et Installers (Non- Journey Level $35.73 0 1 View Electrical). King Soft Floor Layers Journey Level $55.56 5A 3J View King Solar Controls For Windows Journey Level $15.74 1 View King Sprinkler Fitters (Fire Journey Level $90.99 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 $60.10 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 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule,shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 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. 1of16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) 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 atone and one-half times the hourly rate of wage. All hours worked in excess often (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day)shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm(or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2of16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) 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. 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. 3of16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) Overtime Codes Continued 4. C. On Monday through Friday, the first four(4)hours of overtime after eight (8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two (2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday maybe worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants,industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two (2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage. All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week,and Saturday shall be paid at one and one half(1'/2)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. The First eight(8)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4of16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) Overtime Codes Continued 4. J. The first eight(8)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve(12)in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve(12)in a day Monday through Saturday,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve(12)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12)hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12)in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage.All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. S. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, work performed in excess of(10)hours shall be paid at one and one half(1-1/2)times the hourly rate of pay. On Monday through Friday, work performed outside the normal work hours of 6:00 a.m. and 6:00 p.m. shall be paid at one and one-half(1-1/2)times the straight time rate,(except for special shifts or multiple shift operations). All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight(8)hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. Multiple Shift Operations:When the first shift of a multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate,all shifts of that day's operation shall be completed at that rate. Special Shifts: The Special Shift Premium is the basic hourly rate of pay plus$2.00 an hour.When due to conditions beyond the control of the employer or when an owner (not acting as the contractor), a government agency or the contract specifications require more than four(4)hours of a special shift can only be performed outside the normal 6am to 6pm shift then the special shift premium will be applied to the basic straight time for the entire shift.When an employee works on a special shift,they shall be paid the special shift premium for each hour worked unless they are in overtime or double-time status. (For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday). U. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.(Except on makeup days if work is lost due to inclement weather,then the first eight(8)hours on Saturday may be paid the regular rate.) All hours worked over twelve(12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 5of16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) 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. W. 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. 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. 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. Y. 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 shift,and all work on Saturdays shall be paid at time and one-half the straight time rate.All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00)per hour for all hours worked that shift. 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. 6of16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) Overtime Codes Continued 11. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00 am,Monday through Friday,shall be paid at a premium rate of 15%over the hourly rate of wage. D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. E. The first two(2)hours after eight(8)regular hours Monday through Friday,the first ten(10)hours on Saturday, and the first ten(10)hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday,and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 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. 7of16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) Overtime Codes Continued 11. 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. L 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.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. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional two dollar($2.00)per hour for all hours worked that shift. 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, 8of16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) 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. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays: New Year's Day, Presidents' Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day, Independence Day, Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). 1. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day(7). 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). Holiday Codes Continued 6. 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). 9of16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) Holiday Codes Continued 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). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day(11). H. Paid Holidays:New Year's Day,New Year's Eve Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(10). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9). Z. Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 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. 10 of 16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) Holiday Codes Continued 7. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day, Independence Day,Memorial Day,Labor Day,Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas,and A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays:New Year's Day,President's Birthday,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,the day before or after Christmas,and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Eve Day,Christmas Day,the day after Christmas,the day before New Year's Day,and a Floating Holiday. 11 of 16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) Holiday Codes Continued 7. X. Holidays:New Year's Day,Day before or after New Year's Day,Presidents'Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off,then the holiday will be taken on the last normal workday.If the holiday falls on a Monday that is the normal day off or on a Sunday,then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents' Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,and Christmas Day. (8)If the holiday falls on a Sunday,then the day observed by the federal government shall be considered a holiday and compensated accordingly. 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. 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. 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. 12 of 16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) Holiday Codes Continued 7. 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. 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,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Friday after Thanksgiving Day,Christmas Eve Day,and Christmas Day(8).When the following holidays fall on a Saturday (New Year's Day, Independence Day,and Christmas Day)the preceding Friday will be considered as the holiday; should they fall on a Sunday,the following Monday shall be considered as the holiday. I. Holidays:New Year's Day,President's Day,Memorial Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,the last regular workday before Christmas(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. J. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday and Saturday after Thanksgiving Day,and Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. 13 of 16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A& B: $1.00, Levels C &D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,Level B: $0.75,Level C: $0.50,And Level D: $0.25. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho. This classification is only effective on or after August 31,2012. U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit: $2.00,Class B Suit: $1.50, And Class C Suit: $1.00.Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked.Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked.Workers who do "pioneer" work(break open a cut,build road, etc.)more than one hundred fifty(150)feet above grade elevation receive an additional$0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet.Over 101'to 150'-$3.00 per foot for each foot over 101 feet. Over 151'to 220'-$4.00 per foot for each foot over 220 feet. Over 221'- $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels)where there is no vertical ascent and is measured by the distance travelled from the entrance.25' to 300'- $1.00 per foot from entrance. 300' to 600' -$1.50 per foot beginning at 300'. Over 600' - $2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. 14 of 16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) Note Codes Continued 8. 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.) 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. 15 of 16 Benefit Code Key—Effective 8/31/2022 thru 3/2/2023 (Updates effective on 10/22/2022) Note Codes Continued 9. 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. 16 of 16