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Home My WebLink AboutCAG2020-329 - Original - Axum General Construction, Inc. - Meet Me on Meeker Sidewalk Improvements - 10/20/2020ApprovalOriginator:Department: Date Sent:Date Required: Authorized to Sign: o Director or Designee o Mayor Date of Council Approval: Budget Account Number: Budget? o Yes o No Grant? o Yes o No Type:Review/Signatures/RoutingDate Received by City Attorney:Comments: Date Routed to the Mayor’s Office: Date Routed to the City Clerk’s Office:Agreement InformationVendor Name:Category: Vendor Number:Sub-Category: Project Name: Project Details: Agreement Amount: Start Date: Basis for Selection of Contractor: Termination Date: Local Business? o Yes o No* *If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace. Notice required prior to disclosure? o Yes o No Contract Number: Agreement Routing Form For Approvals, Signatures and Records Management This form combines & replaces the Request for Mayor’s Signature and Contract Cover Sheet forms. (Print on pink or cherry colored paper) Visit Documents.KentWA.gov to obtain copies of all agreementsadccW22373_1_20 DATE: October 6, 2020 TO: Kent City Council SUBJECT: Meet Me on Meeker (Russell-GRE) Sidewalk Improvements Project - Award MOTION: Award the Meet Me on Meeker (Russell - GRE) Sidewalk Improvements Project to Axum General Construction, Inc. in the amount of $1,428,431.77 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: The project includes scored concrete sidewalk and a shared-use path along the south side of the road, along with associated landscaping, irrigation, and street lighting. The bid opening for the project was held on September 22, 2020 with 15 bids received. The lowest responsible and responsive bid was submitted by Axum General Construction, Inc. in the amount of $1,428,421.77. Bid Tab Summary 01.Axum General Construction, Inc. $1,428,431.77 02.R. L. Alia Company $1,458,690.00 03.R. W. Scott Construction Co. $1,493,967.50 04.Active Construction Inc. $1,504,504.00 05.Reed Trucking & Excavating, Inc. $1,547,195.00 06.SCI Infrastructure, LLC $1,549,025.00 07.Sound Pacific Construction LLC $1,573,585.00 08.Ceccanti, Inc. $1,586,965.00 09.Northwest Cascade, Inc. $1,599,599.00 10.Interwest Construction, Inc. $1,618,946.00 11.Global Contractors, LLC $1,649,413.50 12.Rodarte Construction, Inc. $1,662,155.00 13.Strickland & Sons Excavation $1,718,546.40 14.TITAN Earthwork LLC $1,790,501.55 15.Westwater Construction Company $1,997,475.00 Engineer's Estimate $1,752,025.00 BUDGET IMPACT: The project will be paid for using federal grant dollars, with the local match coming from the Capital Resources Fund. 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. ATTACHMENTS: 1. Meet Me on Meeker (Russell-GRE) Bid Tab (PDF) CONFORMED TO ADDENDUM 1 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Meet Me on Meeker (Russell - GRE) Sidewalk Improvements Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 BIDS ACCEPTED UNTIL BID OPENING September 22, 2020 September 22, 2020 10:45 A.M. 11:00 A.M. (Bid submittal time) DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR CITY OF KENT KrNG COUNTY, WASHTNGTON KENT SPECIAL PROVISIONS FOR Meet Me on Meeker (Russell r GRE) Sidewalk Improvements Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 BIDS ACCEPTED UNTIL September 22,2O2O 1O:45 A.M. (Bid submittal time) BID OPENING September 22r 2O2O 11:OO A.M. DELIVER TO crTY oF KENT, CrTY HALL 22O 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENT 91173 WAsHrNcroN tl,0 BIDDER'S NAME Axum General Constru ction, Inc. CITY OF KENT KrNG COUNTY, WASHTNGTON KENT SPECIAL PROVISIONS FOR Meet Me on Meeker (Russell r GRE) Sidewalk Improvements Federal Aid Number: STPUL-1069(002) Project Number: 19-30Zg BIDS ACCEPTED UNTIL September 22, 2O2O 1O:45 A.M. BID OPENING September 22t 2O2O 11:OO A.M. DELIVER TO CITY OF KENT, CITY HALL 22O 4th Avenue S., Kent, WA 98032-5995 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENT WAsHrN(i'roN General Table of Contents Section 1: Bid Documents Section 2: Contract Documents Section 3: Special Provisions Appendices: Kent Standard Plans WSDOT Standard Plans Traffic Control Plans Prevailing Wage Rates Bid Document Contents Invitation to Bid .................................................................................... 1 Information for Bidders .......................................................................... 3 Contractor Compliance Statement ............................................................ 5 Declaration – City of Kent Equal Employment Opportunity Policy .................. 6 Administrative Policy 1.2 – Minority and Women Contractors ................... 7 City of Kent Equal Employment Opportunity Compliance Statement .............. 8 Proposal ............................................................................................... 9 Proposal Signature Page ......................................................................... 25 Bid Bond Form ...................................................................................... 26 Contractor’s Qualification Statement ......................................................... 27 Statement that Bidder Has Not Been Disqualified ....................................... 30 Certification of Compliance with Wage Payment Statutes .........................31 Subcontractor List (over $1 million) – HVAC, Plumbing, and Electrical ........... 32 Subcontractor List (over $1 million) – Structural Steel Installation Rebar Installation ........................................................................................... 33 Local Agency Subcontractor List (271-015A) .............................................. 34 Combined Declaration Form (Non-Collusion, Minimum Wage) ....................... 35 Non-Collusion Declaration (272-036I) ....................................................... 36 Local Agency Certification for Federal-Aid Contracts (272-040A) ................... 37 Underutilized Disadvantaged Business Enterprise (UDBE) Bid Item Breakdown Form (272-054U) .................................................................. 38 Local Agency Underutilized Disadvantaged Business Enterprise Utilization Certification (272-056U) .......................................................... 40 Underutilized Disadvantaged Business Enterprise (UDBE) Trucking Credit Form (272-058) ........................................................................... 43 Local Agency Underutilized Disadvantaged Business Enterprise Written Confirmation Document (422-031U) ......................................................... 45 Required Contract Provisions Federal-Aid Construction Contracts (FHWA-1273) ........................................................................................ 46 Proposal for Incorporating Recycle Materials into the Project ........................ 58 Change Order ....................................................................................... 59 Bidder’s Checklist .................................................................................. 61 INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through September 22,2O2O up to 1O:45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floorof City Hall,22O 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 at 11:OO a.m. forthe City of Kent project named as follows: Meet Me on Meeker (Russell - GRE) Sidewalk Improvements Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 The City of Kent will conduct the bid opening at the time and date as scheduled, however, due to the coronavirus disease 2O19 (COVID-19) and its impacts the bid opening process will take place as follows: Bidders shall call the City Clerk at (253) 856-5725 to drop off bids. 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, but must stand 5 feet or more apart. The project consists of constructing new scored concrete sidewalks, landscaping, irrigation, traffic loops, street lighting, and pedestrian lighting. The City of Kent has determined the project is essential pursuant to the Governor fnslee issued Proclamation 2O-25. Should a contract be executed and this Proclamation or a similar proclamation be in place, specialized plans and protocols must be established and implemented to meet the social distancing and sanitation measures set forth by the United States Department of Labor or the Washington State Department of Health. It is the contractor's responsibility to implement these measures. The Engineer's estimate for this project is approximately $1,600,000-$1,800,000. The UDBE goal for this project is 9olo. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Abdulnaser Almaroof at 253-856-5535 or Mark Madfai at 253-856-5521. 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 KentWA,gov/doing- business/bids-procurement. 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 t1o/o of the labor hours must be performed by apprentices. KCC 6.01.030. 1 A cashier's check, cash or surety bond in the amount of 5o/o 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 performeci work subject to the President's Executive Orcjer No. i i246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. The (Local Agency) in accordance with Title vr of the Civil Rights Act of L964t 78 Stat. 252t 42 USC 2OOOd to 2OOOd-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. Dated this 31st day of August, 2020. u Kimberley moto, City Published in Daily Journal of Commerce on September 1, 8, L5, 2O2O. BY 2 1 2 3 4 INFORMATION FOR BIDDERS Also see the Standard Specifications and the APWA Special Provisions for additional information. Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the Plans and Kent Special Provisions, Additional copies can be purchased from the City at the price specified by the City or in the Invitation to Bid. Because of the varying soil composition and ground water levels encountered in various areas and at different seasons of the yeart the city makes no representation of such conditions as they may pertain to this project. The Contractor shall be responsible for any and all cribbing, sheet piling, dewatering, or other construction methods or procedures that may be necessary to complete the project, and additional compensation therefore will not be allowed unless otherwise specified in this document. Prospective bidders may obtain Bid Documents and a "Bid proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid." Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032, All blanks in the proposal forms must be appropriately filled in. Proposal must contain original signature pages. Certified checks are not accepted for bid deposit. 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. A bidder who wished to claim error after the Bids have been opened and tabulated shall submit a notarized affidavit signed by the Bidder, accompanied by original work sheets used in the preparation of the Bid, requesting relief from the responsibilities of Award. The affidavit shall describe the specific error(s) and certify that the work sheets are the originals used in the preparation of the Bid, The affidavit and the work sheets shall be submitted to the Engineer no later than 5:00 p.m. on the first business day after Bid opening, or the claim will not be considered, The Engineer will review the certified work sheets, to determine validity of the claimed error, and make a recommendation to the City. If the City concurs in the claim of error, the Bidder will be relieved of responsibility, and the Bid Deposit of the Bidder will be returned. Thereafter, at the discretion of the City, all Bids may be rejected or award made to the next lowest responsive, responsible Bidder. Meet Me on Meeker (Russell - GRE),/Almaroof Federal Aid Number; STPUL- 1068(002) Project Number: 19-3028 5 6 7 3 August 3L,2O2O I The form of contract that the successful bidder, as the Contractor, will be required to execute, and the forms and the amount of surety bonds that it will be required to furnish at the time of execution of the contract are included in the bid documents and should be carefully examined. The contract and the Surety Bonds will be executed in two (2) original counterparts. Within 1O calendar days after the award date, the successful bidder shall return the signed city prepared contract, insurance certification as required by the contract, and a satisfactory bond as required by law and Section 1-O3.4. Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the City. No claim for delay shall be granted to the Contractor due to his failure to submit the required documents to the city in accordance with this schedule. 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. 10, The Contractor shall include all costs of doing the work within the bid item prices If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. 11. Refer to the insurance requirements in Exhibit A, which constitute the Contractor's insurance requirements for this project, L2. Bidders must complete WSDOT Form 272-056U (Underutilized Disadvantaged Business Enterprise Utilization Certification) which is included in the Bid Package This project has a 9o/o UDBE goal. 13, Bidders must have each Underutilized Disadvantaged Business Enterprise (UDBE) sub, that has been listed on the Underutilized Disadvantaged Business Enterprise Utilization Certification (DOT Form 272-056U), complete a Local Agency Underutilized Disadvantaged Business Enterprise (UDBE) Written Conflrmation Document (DOT Form 422-031U), which is included in the bid package, Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 9 4 August 3L,2O2O CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order # It246) Date 9.22.202O This statement relates to a proposed contract with the City of Kent named Meet Me on Meeker (Russell - GRE) Sidewalk Improvements Federal Aid Number: STPUL-1O68(OO2) Project Number: 19-3028 ave I am the undersigned bidder or prospective contractor. I represent that - 1. IDa.ceg tlgglshave,participated in a previous contract or subcontract subject to the Pres ident s Executive Order #LL246 (regarding equal employment opportunity) or a preceding similar Executive Order, Axum General Construction, Inc, NAME OF BIDDER BY: ATU DarceeSanders ll Owner 27474 210rh Ave. SE Maple Val ley, WA 98038 ADDRESS (Note to Bidders: The information required in this Comptiance Statement is informational only) Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL- 1068(002) Project Number: 19-3028 5 August 3L,2020 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies, The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding, If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, 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 contract; The questions are as follows: 1, I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract, 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 contract, 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 contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above By: For: Title: Date: Axum General Construction Inc. Owner I I On,erator 9.22.2020 Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 6 August 3I,2O2O CITY OF KENT ADMINISTRATIVE POLICY NUMBER: I.2 EFFECïIVE DATE: January 1, 1998 SUBJECT:MINORITY AND WOMEN CONTRACTORS SUPERSEDES: April 1, 1996 APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity 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 contracts 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. 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 contract, Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume 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. Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL- 1068(002) Project Number: 19-3028 7 August 3t,2O2O CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented ag ent of Axum General Construction, Inc. Company, hereby acknowledge and declare that the before- mentioned company was the prime contractor for the contract known as Meet Me on Meeker (Russell - GRE) sidewalk rmprovements/Federal Aid Number: STPUL-1069(002)l Project Number: 19-3028 that was entered into on the (Date) 2fJ20 between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the Cíty of KentAdministrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By For:Axum Gene Construction- Inc- Title:Owner I I Date:9 ,22.2f)2fJ Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 8 August 3L,2O2O PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Axum General Const fnc. 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 Meet Me on Meeker (Russell - GRE) sidewalk rmprovements/Federal Aid Number: srpuL- 1068(002)/Project Number: 19-3028 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 (x), 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 NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. QUANTITY ITEM 1006 2-03.5 WSDOT 100 CU YDS Roadway Excavation, Including Haul $14.00 Per CY $1,400.00 Any bids not filled out properly may be considered non-responsive. Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 9 August 3I,2O2O SCHEDULE I - STREET ITEM SECTION APPROX. OUANTITY ITEM UNIT PRICE TOTAL AMOUNTNONO 1000 t-09.7 WSDOT 1 LUMP SUM Mobilization $ 1o1381, oo $loS,stq. ocr Per LS 1005 z-OL.5 WSDOT 1 LUMP SUM Clearing and Grubbing $ 1,ES'f .oO #2,994.æ Per LS 1010 2-02.5 KSP 950 SQ YDS Remove Existing Asphalt Concrete Pavement $ 13. so Per SY $ lz,gz5.oô 1020 2-02.5 KSP 720 SQ YDS Remove Cement Concrete Sidewalk $r¿l.ll Per SY $ tD,l88.oo 102s 2-02.5 KSP 950 LN FT $'l.to PeT LF Remove Cement Concrete Curb and Gutter ç1t8q9.ôô 1035 2-O2.5 KSP 65 LN FT $z.ao Per LF Remove Cement Concrete Pedestrian Curb $ lls 50 1040 8-09.5 KSP L LUMP SUM Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings $¡,583.ôo $t,583.oO Per LS 1045 8-21,5 KSP 1 LUMP SUM Removal of Traffic Signs glÞ?-. oo Per LS $tlaZ.oo LO47 2-02.5 KSP 5 Relocate Existing Flag Pole $ lôo. ôo Per EA $1oo.oo EACH 1050 2-Q2.5 KSP 1,200 LN FT Saw Cut Existing Asphalt Concrete Pavement ç3.85 Per LF $4,62o. oo Meet Me on Meeker (Russell - GRE)/AImaroof Federal Aid Number: STPUL- 1068(002) Project Number: 19-3028 10 August 3L,2O2O SCHEDULE I _ STREET ITEM NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. OUANTITY ITEM 1055 2-42.5 KSP 60 LN FT $tl.oo Per LF Saw Cut Existing Cement Concrete Sidewalk/Pavement $Z{o.oo 1060 2-03.5 WSDOT 600 CU YDS Roadway Excavation Incl, Haul $3\aÇo.oo$5tr.t"O Per CY 1065 2-03.5 WSDOT 100 CU YDS Unsuitable Foundation Excavation Incl, Haul $51.5o Per CY $5 45ô. oo to75 4-03.5 KSP 900 TONS Gravel Borrow, Including Haul and Compaction ç3z,qaz.oô$3b.oA Per TON 1080 4-04.5 KSP 100 TONS Crushed Surfacing Top Course, 5/8 Inch Minus ç1ro.ZS $T,6z5.oo Per TON 1085 4-04.5 KSP 750 TONS Crushed Surfacing Base Course, L-t/4 Inch Minus $q5.q¿l Per TON $31, trSS . oo 1 100 5-04.5 KSP t20 TONS HMA Cl. 1/2" PG 58V-22 $l81.oo Per TON iZ.Ztl",Bo'o6 L725 5-04.5 KSP 40 TONS Hot Plant Mix for Temporary Pavement Patch $t8b.=1() Per TON $?,{ rg.oÒ 1 130 5-05.5 KSP 70 SQ YDS Reinforced Cement Concrete Crosswalk, 8 Inch Depth with Saw Cut Scoring 57ß9,50 Per SY $ t 9, q6s. oo LI42 8-14,5 KSP 90 SQ YDS Cement Concrete Rat Slab, (4-Inch Thick) $?3.s5 Per SY $l', bfi.60 Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 11 August 3L,2O2O SCHEDULE I - STREET ITEM NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. OUANTIW ITEM TT44 8-14.5 KSP 115 sQ Fr Detectable Warning Sufface $q3.86 95,63?.oo Per SF 1145 8-14.5 KSP 65 SQ YDS Cement Concrete Sidewalk, (4-Inch Thick) $l ¿l'4o $ 1,8t9 .so Per SY LT46 8-14.5 KSP 30 SQ YDS Linear Stamped Cement Concrete Sidewalk, (4-Inch Thick) $3,10t".5o$ lr3.s5 Per SY LL47 8-14.5 KSP 100 SQ YDS #131.þl Per SY ç13,4b.1.oòCement Concrete Sidewalk, (4-Inch Thick), 1'x 1'Saw Cut Scoring LL48 B-14.5 KSP 730 SQ YDS E 9o.31 Per SY ç..(o,TZS.lÒCement Concrete Sidewalk, (4-Inch Thick), 2' x 2' Saw Cut Scoring 1 150 8-14.5 KSP s90 SQ YDS Cement Concrete Sidewalk, (4-Inch Thick), 4'O.C, Saw Cut Scoring $TorAlô.ôo$ L1.ôo Per SY 1 151 8-14,5 KSP r,670 LN FT Colored Cement Concrete Band, 12 Inch Wide $za.as Per LF $rtb,3T2.so 1 160 8-14.5 KSP 3 EACH Cement Concrete Sidewalk Ramp Type Parallel A gZ,.l1o.oo $1, { Io.æ Per EA 120s 8-04.5 KSP 950 LN FT Cement Concrete Curb and Gutter #?Je .EL PeT LF $25,I11. oo L2TT 8-04.5 KSP 60 LN FT Pedestrian Curb çz!.oo Per LF $ lr'{ To.oô Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 t2 August 3Lt 2O2O SCHEDULE I _ STREET ITEM NO. SECTION NO. APPROX.UNIT PRICE TOTAL AMOUNT ITEM L2TB B-05,5 KSP 680 LN FT Linear Accent Pavers $Yo.5ô Per LF *æ,5.10.ôo I225 7-05.5 KSP 1 EACH Adjust Existing Manhole Frame and Cover to Finished Grade $ Io8.ô ô $Y|o8-,0o Per EA 1230 7-05,5 KSP 2 Remove Existing Manhole Frame and Cover and Install New Circular Frame and Locking Cover $1, oez.oo Per EA $2ror{.oo EACH L240 7-05.5 KSP 3 EACH Remove Existing Manhole Frame and Cover and Install New Decorative Manhole Cover $l,qlz.oo Per EA $t" bb. oo 1250 8- 19.5 KSP 4 EACH Meeker Street Bench Type 1 (Backless) $3,882oo $1ç,628 .o O Per EA 1255 8-19.5 KSP 2 Meeker Street Litter Receptacle, Type 1 $1,677. oo $?,lq'|. oo PeT EAEACH 1265 8-31,5 KSP 9 EACH Meeker Street Heavy Duty Bollard $Z?, qq9.oo$3, trl . oo Per EA L27t B-L2.5 KSP 700 LN FT Temporary Fencing *?-.ao Per LF $ l, q6ô. ôô 1275 8-19.5 KSP 40 SQ FT Graffiti Proof Protection for Utility Boxes $l?.oo Per SF $ TBo.oo L290 8-20.5 KSP 3 EACH Remove Existing Street Light and Base Szrb+s $bs ı.25 Per EA Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 13 August 3L,2020 SCHEDULE I - STREET ITEM NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. OUANTIW ITEM 1295 2-02.5 KSP 100 sQ Fr $l.b r Per SF $lbS ooRemove Existing Concrete Block Wall r320 8-30.5 KSP 2 Project Sign gîBâbo $ t, q? 3.zo Per EAEACH L325 8-33.5 KSP t7 EACH Remove Existing Landscape Tree $r,Yq?.oo $25,{r19. oo Per EA 1327 8-33.5 KSP 1 FORCE ACCOUNT Stump and Roots Removal $15,000x $15,000 Per FA xCommon Dn ce to all bidders 1340 2-02.5 KSP $3,000x PeT FA $3,0001 FORCE ACCOUNT Remove/Modify Existing Irrigatíon System xCommon Drice to all bidd ers 1342 8-28.5 KSP 10 EACH Pothole Utilities $Z'13. oo ç?-, r13ô. o<> Per EA 1345 8- 12.5 KSP 640 LN FT Remove Existing Metal Ornamental Fence #2,t9 Per LF $ l,? 6ô.ôo 1350 8-12.5 KSP 6s0 LN FT $?1. oô Per LF New 6-foot Steel Ornamental Fence $5f, t 5o.ôô 1 35s L-04.4(L) 1 WSDOT cALc Minor Changes xCommon orice to all bidders $5,000x Per CALC $5,000 136s I-07.t3(4) WSDOT 1 FORCE ACCOUNT Reim bursement for Third Party Damage xCommon price to all bidders $10,000x $10,000 Per FA Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 74 August 3t,2O2O SCHEDULE I - STREET ITEM NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. OUANTIW ITEM Schedule I Total Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 15 August 3I,2020 SCHEDULE IV - STORM SEWER ITEM NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. OUANTITY ITEM 4015 7-04.5 KSP 20 LN FT #3q.b5 Per LF $?qa ' ooStorm Sewer Pipe, 12 Inch Diameter 4085 7-05.5 KSP 2 Catch Basin, Type 2, 48 Inch Diameter $5,ì51.oo $\1,51{.ôô Per EAEACH 4090 7-05,5 KSP 2 EACH Concrete Inlet $12o.oo $1,{tô.ôô Per EA 4100 7-05.5 KSP 2 Thru-Curb Inlet Frame and Grate $5rl5.oo gt, oqô.oo PeT EAEACH 4105 7-05,5 KSP 2 ADA Locking Frame and Grate $Zt b.oo Per EA # 532 ,oo EACH 413s 2-O2.5 KSP 25 LN FT Remove Existing Storm Sewer Pipe or Culvert $tq. ôo Per LF $ {¡s.oo 4L45 2-O2.5 KSP 2 Remove Existing Catch Basin or Manhole $?b9.oo Per EA $53o, oo EACH 4150 2-09.5 WSDOT 204 SQ FT $.o I Per SF $ Z.ooShoring or Extra Excavation Class B 4L70 7-08.5 KSP 50 TONS Pipe Zone Bedding $L2.15 Per TON $ l, t3?.f,o 4180 7-08.5 KSP 50 TONS Bank Run Gravel for Trench Backfill çzz.a5 Per TON g l, I 34.5â Meet Me on Meeker (Russell - GRE)/AImaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 16 August 3L,2O2O SCHEDULE IV - STORM SEWER ITEM NO. SECTION NO. APPROX.UNIT PRICE TOTAT AMOUNT ITEM Schedule IV Total $l. Òo Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 L7 August 3L,2O2O SCHEDULE V - TRAFFIC CONTROL ITEM NO. SECTION NO, UNIT PRICE TOTAL AMOUNT APPROX. OUANTIW ITEM 5005 t,2oo HOURS Flaggers1- 10. s(2) WSDOT $s q.l3 Per HR $?o, 1sa.oo 5010 500 sQ Fr 1-10.s(2) WSDOT Construction Signs Class A $ì.bo Per SF 53,$oo. æ 5015 1- 10. s(2) WSDOT 1 LUMP SUM Traffic Control Supervisor Per LS s016 8-23.5 KSP 1 LUMP SUM Temporary Pavement Marking - Long Duration çl,S?8,.oo E t, 5l8.oo Per LS 5020 1-10.s(2) WSDOT 1 LUMP SUM Other Tem pora ry Traffic Control $ro,3ao.oo $to,3zo.oo Per LS 5030 3,600 HOURS 1- 10. s(2) WSDOT Portable Changeable Message Sign $¿1. Êo Per HR $ ta, ZBô.Ôo 5042 B-21.5 KSP 3 Traffic Sign $Z1o.oo $ I ?o.oo Per EAEACH 5105 8-22.5 KSP 100 LN FÏ Profiled Plastic Double Yellow Center Line g t3.?o Per LF $ 1,3?o.oo s1 16 8-22.5 KSP 90 LN FT $Ì.øs Per LF Plastic Stop Line (24 inch wide) $ 6ã8.sìo 5120 8-22.s WSDOT 440 SQ FT $?.b5 Per SF ç3,3LL.ooPlastic Crosswalk Line Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 18 August 3I,2020 SCHEDULE V - TRAFFIC CONTROL ITEM NO. SECTION NO. UNIT PRICE TOTAL AMOUNT APPROX. OUANTIW ITEM 512s 8-22.5 WSDOT 2 EACH Plastic Traffic Arrow fiZt1.oo Per EA 9Y'36, oo 5135 8-22.5 KSP 100 LN FT Profiled Plastic Wide Lane Line $ 13.?o Per LF $t,3?o.oo 5140 8-22.5 KSP 100 LN FÏ $?.¿5 Per LF Plastic White Strip Line (12 inch wide) #a63'oÒ 5150 8-09.5 WSDOT 1 HUNDRED Raised Pavement Marker Type 2 çb.oo Per HUNDRED $6 oo. 66 5155 1- 10,5 KSP 200 HOURS Uniformed Police Officer ç18 .S S $ r4,?¡o.oo Per HR Schedule Vrotal $131, t86.?5 þ,ß,æ4Þ Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 19 August 3I,2O2O SCHEDULE VI - ELECTRICAL ITEM NO. SECTION NO. UNIT PRICE TOTAT AMOUNT APPROX. OUANTITY ITEM 6000 B-20,5 KSP t7 EACH 6 Foot Diameter Traffic Loop $8Zl.ZS $\3,q6t .25 Per EA 6010 8-20.5 KSP 250 LN FT Additional Lead-In Wire $ t{.38 $t/ ôqS.Do Per LF 6013 8-20.5 KSP 23 EACH Junction Box, Type 1 $?bb.so Per EA $rl, Gzq .sô 60t4 8-20.5 KSP 2 Junction Box, Type 2 $ l, ôtlo.zs Per EA $ ?, o8o'æ EACH 601s B-20.5 KSP 11 EACH Remove Existing Junction Box $loq.5ô Per EA $t,zDq.ãò 6016 8-20.5 KSP 5 EACH Junction Box, Type I $ z, ìqÞ.oô $ to, q5o. oo Per EA 6020 8-20.s KSP L,4OO LN FT Conduit Pipe 2 Inch Diameter E 8.f a Schedule 80 PVC Per LF $ t?,2b"1. æ 602s 8-20.5 KSP 800 LN FT Spare Conduit Pipe 4 Inch Diameter Schedule 80 PVC With Pull Rope $ lD,s rz.ôı$ ¡3.¡t{ Per LF 6040 8-20.5 KSP 10 EACH Meeker Street Standard, Dual $11,235.0o Pedestrian Luminaire and Pole Per EA $142,35o ' oo 6050 B-20.s KSP 9 Meeker Street Standard, Street Luminaire and Pole $r7, LB1.5o # lZ3t tbì. 6o EACH 20 Per EA August 3L,2O2OMeet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Numbefi STPUL-1068(002) Project Number: 19-3028 SCHEDULE VI _ ELECTRICAL ITEM NO. SECTION NO. APPROX.UNIT PRICE TOTAL AMOUNT ITEM ANTITY 6060 8-26.s KSP 4 Meeker Street Accent Bollard Lighting $q,qza.5o $ tl,?ro.oo Per EAEACH 6075 8-20,5 KSP 1 LUMP SUM Electrical Wiring and Connections 615,33o.oo $15,33o.oo Per LS 6080 8-20.s KSP 1 LUMP SUM Service Cabinet $ Ø,4 bo. oo $ E,a ao .oo Per LS 6090 B-20.s KSP 6 Pedestrian Pushbutton Metal Post $ f,41t.oo $ ll, 826.óo Per EAEACH 609s 8-20,5 KSP 8 Pedestrian Pushbutton Assembly $ l,Ç4z.so $ t3, l..¿o-oo Per EAEACH 6100 8-20.5 KSP 130 TONS Sand for Conduit Bedding #ß.a6 Per TON ç 5,t,qq .o0 61 10 8-20,5 KSP 2 Installation and Connections- City Owned Video Detection Camera $z,L(o4. oo $ I Bl B. oô Per EAEACH Schedule VI Total $2 z5 Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 2T August 3t,2O2O SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM NO. SECTION NO. APPROX.UNIT PRICE TOTAL AMOUNT ITEM 70L5 8-01.s(2) 8KSP EACH fnlet Protection #Zo.z5 Per EA $1b2.Þô 7030 75 HOURS $. ot Per HR $ .? 58-01,s(2) KSP ESC Lead 7040 1-07.1s(1) WSDOT 1 LUMP SUM SPCC Plan $ Z'l3.oo Per LS $2Ï3.oo 7050 75 HOURS $.ol Per HR $."f8-01,s(2) WSDOT Street Cleaning 7055 8-01. s(2) WSDOT 1 FORCE ACCOUNT Erosion/Water Pollution Control $5,000* Per FA $5,000 xCommon price to all bidders Schedule VII Total 5 "106. sD Meet Me on Meeker (Russell - GRE)/AImaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 22 August 3L,2020 SCHEDULE VIII - ROADSIDE RESTORATION ITEM NO. SECTION NO. APPROX.UNIT PRICE TOTAL AMOUNT ITEM TITY 8001 B-03,5 KSP 1 LUMP SUM Irrigation System, Complete #[tl,3zl.zz $ I.l, 3zl.zz Per LS 8002 8-02.5 KSP 1 LUMP SUM Landscaping $ tl8, 4o?. oo $ TB, I 01 .oo Per LS 8003 8-02.5 KSP $10,000x Per FA $10,0001 FORCE ACCOUNT Landscape Restoration xCommon price to all bidders 800s 8-02.5 KSP 50 CU YDS Topsoil Type A g'f rl. 18 gz, Zoq. oo Per CY 8010 B-02.5 WSDOT 100 SQ YDS Sod Installation $ t9.zo Per SY $1,5?o.oo B01s 8-02.5 KSP 50 CU YDS Wood Chip Mulch $81.3o $tl,ol,S¡ oo Per CY Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL- 1068(002) Project Number: 19-3028 Schedule VIII Total t\o 5zz.zz 23 August 3I,2020 BID SUMMARY Schedule I Schedule IV Schedule V Schedule VI Schedule VII Schedule VIII e +I o, b4o .01 s Street Sewer Control þ t{t'i. 5 ?-.75 Electrical û5,qdo,sö Temporary Eros¡on & Sedimentat¡on Control s 5r Restorãt¡on TOTAL BID AMOUNT s\ti Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aíd Number; STPUL-1068(002) Project Number: 19-3028 24 August 3L,2O2O 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 seventy-five (75) 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 Acldendum No.', 1,- , -t -, 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: 9.22.2O2O R ature of A rized Representative DarceeSanders // Owner ll Operator Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 (Print Name and Title) 27474 210th Ave. SE, Maole Vallev. WA 98038 Address )06 79,6 5?n? OF BÏ 25 August 3L,2O2O FROM: TO: PUELIC WORKS DEPARTIIIENT Timothy J, LaPortê, P.E" Public Works Director 400 West Gowe Kent, WA 98032 Fax: 253-856-6500 PHOf{E: 25t-856-55O0 KrNc .füIi{ffillro'ro* lileet [Ie on ffeeker (Russell - GRE) sidewatk rmprove!üents Federal A¡d l{umber: STPUL-1O6B(OOZ) Project ltlur*her: 1 g-3OZg ADÞENDUITI No. 1 September 18, ZO2O The Office of the CIty Engineer, Kent Washington All Plan Holders of the project Specffications and plans This attdendum forms a part of the Contract documents and modifiec the profect Proposal and Specifications and Contract Drawings ln accordance wlth thefollowing: ALL CHAT{GES ARE REFLECTED IN R,ED r: JtRHEI$ÐxçËs Appendix 4 -Prevailing Wage Rates REPLACE the Federal Prevailing Wage Rates with the attached September !L, ZAZ1 update. END OF ADÞENDUM No. I t Chad Bieren, P,E.Date Deputy DirectolCity Engineer Attachments: Federal Prevailing Wage Rates I BID BOÍ{D FORM KNOW ALL MEN BY THESE PRESENTS: That we,AXUM General Construction, lnc.as Principal, ¿¡6 The Ohio Casualty lnsurance Company / as Surety I are held and firmly bound unto the CITY OF KENT, as Obligee, ín the penal sum of tívePercctt{6dlo}orBidAmount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and ass¡gns, 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 lr{eet Me on lrleeker (Ruesell - GRE} Sidewalk Improvements/ Federal Aid N um ber¡ STPUL- 1068 (OA2) | Praiect ilumber: 19-3028 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter ínto a contract wíth the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the falthful 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 ínvitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 22nd DAy OF 2020, lnc. PAL The Casualty lnsurance Company SURETY Katharíne J. Snider,Attomey-ín-Fac;t 2A_. Received return of deposít in the sum of Me6t Me on Meeker (Russell- GRE)/Almaroof Federal Ald Numþer; STPUT-106ð(002) Project Number; L9-3025 26 August 3t,2024 Thís Pr\¡ier of Attomey liriß tlË acts of those naned hereí4 and tlrey hðve no auttÐrity tÕ bùnd tfe Conpany except in thê riHnrpr arxl to tfe extent herein shted. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West America n Insurance C ompany POWER OT ATTORNEY Kf{ü^/Nt AtL Lilrrty [/Ur.¡a¡ rrrjerdæ Iau6 AliceonA. K alldtle ex6cr{Ê, d Srese FßÕ16. lN WïN855 TMJERÊOF, úi5 Pü €rdAtorn/ lns beensubcñbed fi anatrwizdffieers officlaldthe Carpanies andü'e corpoøe seab of úe Carpør*es lø¡e been affiy.ecl tprctoú*s ?qtll dayof J,.¡ly , ?q?g_. Liberry tul*al lrr'finÊ cúr!frfty Tlæ trio Cæualtylr$uräme CorçÉry \,bsl lnsrarre Conpory By M Caffy, AssbÞrtgeËrcÞry Libertv MutuáI"Ce¡,tificae l\w B2A4û61 . t21t49 gURETY 5Iãþ C' PËMISYIVAhIIA CórrtyÕf f\4CNfGOtuERV Clr úús 28th day 6 I tiy _, 292Q .Wae ne persmally appeared David M Carey, ntu ackru,rl@ed hínßdf to be û€ As síßurrt Seuffiiy d tiberry MÁJd Ccnrparry, Tle ffio Casuaþ Corpary, ard V1ßst Aneric¿n lßúarre Conpary, ard tut lB, æ sLr[ beirg ar"úrxized so o @ execuoe tfe fuqgcrirg irctrnrert for tre d'ereincu'miredf sigrirgmbelaffdúecorpøatiøx bytrinudf as aú.Íyaffizedaffiæn IN VIIIMSS W-JEREOF, I hãve lercwtosubcríhd my rnne ardaffxed ny rxnarialsealãt K¡rg of Pnrsi¿ Penrsyfirar{¿ mûre dayardyeärfrstabo/euriuerx ss By:lútu M6riùe, P&6yfuárn8 ¡6s€ùrtlñ ôf arxl ALúrrizatiorr d llr Ohio Casmþ lrrurrre Conpäry, L¡kny Mrü.¡al eftct reaclrg as fflons: ART]CLE V 'OFFKERS: 5ectfr112. Pq ßrdAtrfflqr, Ary officer cr otrr dfcial d úìe Corporaticn aufnrized for tlut prpose in ruitirg þ tu Clnirnan or üre Presider{, and srfject to sr{h líritatíorì æ t}c Cl'sinrun or ARTIcLE Xm ' Exe(ut¡on of Conträfts; Secttffi 5. slrety gofib arrJ UrderhkirËc. Arry officer d fe Conpary auünrized lor üut p"rpæe in riuitirg by fu clninrun shall appÍrt sLrh âffirrq/s-lryfæt æ rny ir rË[Êssâry b æt in betulf d dæ bm*, recqrÍzarres ärd dersw€ty odígatíors. Swh amrnTsinhasutþct Conpry þ)/ úEir sigrea"re ard execuíon d ary strh Írrtr,rrnrts ürd fo atÞch sigrrëdbyd"Ë presí&rf ãndälËsd þfe særttary. faa æ nny be rccessary ß act m belelf d tr Curpa ny ø nalæ, oreaÉe, seal ackrn{e{e ard &lher æ surmy ary ffif all uxlerhkir8s, bnÉ, reeqgdzärEes ård fifEr s$ety oiligaicrs. AuthÕrizätion - $tmaninux corEÊr*dfF conpürvs B&ddDúrectcrs, theCørparyccrertsfiatfaainile srectnricalV reprod¡edsígtzfrcú arry assisärf se{r€ärydf€ dre sam furce ardeftrtas thugh nnnnlþ aftred I Rerce e. Lku€lln ür wdesigrt4 Ass¡sbrÉ Seo€tary, The Ctio Casrolty lrru?ffe Conpnry, Liberty fr4rûJal hsrame Conpsry, am M,St Rmrican Inslrãne Cmpary do lercbT cerlÍfyfutfc aigirnl ¡mærdäüfray dr àichürefregctrg is a fJi tte andcorrect eoËy dlË Po^erdAumr exeeúÊd r said Ccf'ÊartÉs, i5 ínfJ'fcrue ärd efect ärd lËs rr1 been rð/oked iNTESnfi/ËfifYVIû|ÊREOF,ifwelHe$tusetnyfürdandaffxedtlæseabdsaidËcnparúætús 22nd øVd*€çplgmþgf_,3W9_. aryxs B. OJ E ! 6J rG d) g ð 1912 1g1g 1991 co F-U' uJ E altttq)Ë'ı -() (ı() o cf) rif 1tc(g Ê(!(}oö Õ\l C\¡co¡ C\¡(., ooIö (o, Ndar¡âl S€ål TstffiPæßlla,l'lÆ,ôty Psbltt UW Mg,lanfwp., MontgËfl 6rt Cenfytt C€rnmiår'on Erplt¿,t táârch 26,7021 1912 1919 1991 LM5-12873 tMlc OCIe WAIC ¡lukiCô 12f I ßy ecfetary CoNTRACTOR'S QUALIFTCATTON STATEMENT (RCW 39.04.350) THE CTTY WTLL REVIEW THE CONTRACTOR'S RESPOAISES TO THIS FORM TO DETERMINE WHETHER THE BTDDING CONTRACTOR TS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THTS FORM INCLUDES CRTTERIA ESTABLTSHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSTBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLTC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLTSHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLTC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFT'LLY. 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. Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 27 August 3I,2O2O 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 STGAI THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT TN A DETERMTNATTON THAT YOUR BTD TS 'VOAI-RESPONSTVE AND THEREFORE VOTD. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WTTH 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:Axum General Inc, NAME Darcee Sanderc I I (lwna¡ ADDRESS:274742L0th Ave. SE, Maple Valley, WA 98038 206.786.5383 PRINCIPAL OFFICE: ADDRESS: Àvum Ganaral Cnnclrr - Inc. 27474 210th Åve" SF-e Vallev. WA 98038 PHONE: FAX: 206.786.5383 4)S_Ãaa_7q)R 1 STATUTORY REQUIREMENTS - Per state law a bidder must meet the following respons¡bility criteria 1.2 Provide your current state unified business identifier number. bO3. tt" t@.D371.3 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 subsecrion. ÀùACned 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. At\o,CfreC\ Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 28 August 3L,2O2O 2 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).5æ Qa5e 3Ò 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 rimited or generar jurisdiction. Se. r%e Zl 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.L2 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 t'"'"il[å?TSå{nent SIGNATURE 2.1 Dated at this 22nd day of Seotember 2020. Name nizatio m By: Title: 2.2 Darcee Sande being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed a orn efore me this _ll'f1t day or 202Q. Notary Public: My Commission xpires \L- \1- 4,ô r Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 29 August 3L,2020 Department of Labor and Industries PO Box 44450 Olympia, WA 98504-4450 l+? ÂXUM GENËRAL CO¡.+STRUCTION tNC ?7474lIOTH ¡\VENU SE L,IAPLË VALLEY $iA 98038 -,4.XUM CENERAL COJ\iSTRUCTIO}.I INC Reg: CC AXUIVÏGGCS59Q5 LTBI: 603-476-033 Registered as provided by Law as Construction Contractor (cc01) - GEN'ERq,L Effective Date: l,2l7i?0 I 5 Expiration Date: 1 ?17 izrJTl 9n8t2020 AXUM GENERAL CONSTRUCTION INC O Some online services are currently-unavailable. See a list g€s-(httpsllnj¡ry¿sov/aseneylsystcmslatus) L&l regional offìces are closed to public visits until further notice. OfÍlces can still help you by phone from I a.m. to 5 p.m. weekdays (except state holidays). Use the phg¡e numberlalyeur c.loscsllcgional office (https:ll¡iwagov/asency/contact/#offìce-|ffi), or you can call the Offìce of lnformation and Assistance at 360-902- 5800. ,4, w¿shindon siårê h¡ånñêñi ôr\.¡l La¡ór a tndlstries _(¡lpgX/þi,wa.gw) AXUM GENERAL CONSTRUCTION INC .9yrnç-f .-o_1.lf -e-C-e-Sp--e1g-o_f r- Principals SANDERS, DARCEE DIANE, PRESIDENT SANDERS, ERIKA, VICE PRESIDENT Doing business as AXUM GENERAL CONSTRUCTION INC WA UBI No. 603 476 033 Received by L&l 11t24t2015 Insurance Ohio Securíty lns Co Policy no. 8KS56882162 Received by L&l 10t09t2019 27474210th Avenu SE MAPLE VALLEY, WA 98038 206.786-5383 KING County Business Type Corporation Effective date 10t16t2015 Expiraiion date Until Canceled $'1,000,000.00 Effective date 10t16t2019 Expiration date 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. AXUMGGC859Q5 Effective - expiralion 1 2t 07 I 201 5- 1 2t 07 I 2021 Bond American Contractors lndem CO Bond account no. 100288934 $12,000.00 [-t . a-tLicense https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603476033&LIC=AXUMCGC859Q5&SAW=1t2 8/20209t AXUM GENERAL CONSTRUCTION INC 10t16t2020 lnsurance history -s--eyins-s-No savings accounts during the previous 6 year period. "Le^yS-q'..!s.^e-Sein-s-!.fi -e..þ"gn^q^-qr.-s--îy j.1g-_s^ No lawsuits against the bond or savings accounts during the previous 6 year period. L&l Tax debts Ñö L&i täi'döbts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Hı"iiöeööä-viöiätiöns during the previous 6 year period. Certifications & Endorsements OMWBE Certifications Disadvantaged Business Enterprise (DBE) Women Business Enterprise (WBE) 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 Laþor & lndustries or Montana Department of Labor & lndustry to verify if this business has apprentices. Workers'Gomp Do you know if the business has employees? lf so, verify the business is up-to-date on workers' comp premiums. L&l AccoLrnt lD Account is current. 9,1.9'-e-9-?:Q-s- Doing business as AXUM GENERAL CONSTRUCTION INC Estimated workers reported Quarter 2 of Year 2020 "4 to 6 Workers' L&l account contact T5 / DESTTNY MASTELLER (360)902-4873 - Emaít: ADAF235@tni.wa.gov Verify the contractor is eligible to perform work on public works projects. ßegsij:,e,d.I¡ei.nins:.-e,fr^e-stiye*:1r1y..1,.?-0-!s_ Exempt from this requirement. Contractor Strikes ñö"ıüikö ääîö Íiäen 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. ' Public Works Requirements I r b https://secure.lni.wa.gov/verify/Detail.aspx?UBl=603476033&LIC=AXUMGGC859Q5&SAW=,,1,, 9^8t2020 AXUM GENERAL CONSTRUCTION INC åüffX tr t$li*runÍTlf{llr{ Department of Labor & lndustries Certificate of Workers' Compensat¡on Coverage September 18, 2020 WA UBI No 603 476 033 L&lAccount lD 918,682-03 Employer Services Help Line, (360) 902-4817 Yes AXUMGGC859Q5 License Expiration 1210712021 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. lndustrial Insurance lnformation 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 RCUL5I12.05O and 51.1"6.190. Legal Business Name Doing Business As AXUM GENERAL CONSTRUCTION INC Quarter 2 of Year 2020 "4 to 6 Workers" AXUM GENERAL CONSTRUCTION INC Account is current.Workers' Comp Premium Status Estimated Workers Reported (See Description Below) Account Representative Licensed Contractor? License No https://secure.lni.wa.gov/verify/Details/liabilityCertificate.aspx?UBI=603476033&SAW=&ACCT=91868203&LIC=AXUMGGC859Q5 lfi tjç:à:t t t í.,í:{: ;:inï.| l,{}l}'f iil; WWSåreW%S Lfr{WNfrW, 5r&"T1.43î wAfr?ïê?4{iT4}v4 Profit Corporation lssue Date: Mar 27,2020 Unified Business lD #: 603476033 Business lD #: 001 Location: 0001 Expires: Feb 28,2021AXUM GENERAL CONSTRUCTION, INC. 27474210TH AVE SE MAPLE VALLEY, WA 9BO3B-3285 UNEMPLOYMENT INSURANCE - ACTIVE TAX REGISTRATION - ACTIVE INDUSTRIAL INSURANCE - ACTIVE CITY ENDORSEMENTS: MAPLE VALLEY GENERAL BUSINESS - ACTIVE LAKEWOOD GENERAL BUSINESS - NON-RESIDENT #BL1B-OOO59 - ACTIVE BONNEY LAKE GENERAL BUSINESS - NON-RESIDENT - ACTIVE ISSAQUAH GENERAL BUSINESS - NON-RESIDENT - ACTIVE LICENSING RESTRICTIONS: Not licensed to hire minors without a Minor Work Permit. REGISTERED TRADE NAMES: AXUM GENERAL CONSTRUCTION, INC X?tis cÍ{ttwztt*t*t lisls î.fue. rtyí*tvitti*ze, <:tzt}*r'"a:r:rca:rrls, ;a*tl lí*:stn**t; ;zz¡th*viz-*ó *yy t1zt l*a¿:¿itz**s watn*ð *l**v* , â3y a*eepYtwy"2lzi* x1*t:*tszr*zú. , th*. Êia*z¡s** r:*r?.ítí¿:t; àl*t itzl*rr*a2ír:tz <s* tht applícaLí** aø* t:.*r>.tpÈete" Êtut*., a*,3 at:.ee¡raÊ* àr> tfu* I:¡*.*! r& hts ¿*r'b*r krzcx"tlt:*lç*., a*ç} lfualltalur.ine* a*vlÍ t:t<z t**e**srtæt iw r*tn¿zli*zze*, wît* all ayzp\i**l* WarÊziz:tgttszt st:at*, rystrzzty, arzel úly v*ge*ali*tzs"l1ír +,tl:r w " L3 *?al *n*t\l t¡i li.c*x*zt¡: IMPORTANT! PLEASE READ THE FOLLOWING INFORMATION CAREFULLY BEFORE POSTING THIS LICENSE EndorsementsGeneral lnformation . Post this Business License in a visible location at your place of business. . lf you were issued a Business License previously, destroy the old one and post this one in its place. . All endorsements should be renewed by the expiration date that appears on the front of this license to avoid any late fees that may apply. lf there is no expiration date, the endorsements remain active as long as you continue required reporting (see Endorsements). . Login to My DOR at business.wa.gov/BlS if you need to make changes to your business name, location, mailing address, telephone number, or business ownership. Although tax registration, unemployment, and industrial insurance endorsements appear on your Business License, the registration with the agencies that govern these endorsements is not complete until they have established an account for your business. Each registering agency requires you to submit periodic reports. Each agency will send you the necessary reporting forms and instructions. Gorporations, limited liability companies, etc. You must submit a Business License Application and file with the Corporations Division of the Secretary of State before you can legally operate as a corporation, limited liability company, or other business organization type that requires registration lf you have any questions, call (360) 725-0377. Telephone: (360) 705-6741 For assistance or to request this document in an alternate format, visit http://business.wa.gov/BlS or call (360) 705-6741. Teletype (TTY) users may use the Washington Relay Service by calling 711. BLS-700-107 (04/14l16) Certification: View Generated by Darcee Sanders, Axum General Construction, lnc. on 9/18/2020 Prime contractor w¡th a primary focus on road improvement, earthwork, ut¡lit¡es, and other ¡nfrastructure. Civil and site work for public entities. Certified Erosion and l"lel¡¡ & T<r*ls t{ BUSINESS NAME SYSTEM VENDOR NUMBER PRIMARY OWNER'S NAME ETHNIC GROUP GENDER Axum General Construct¡on, lnc. 20489092 Mrs. Darcee Sanders Caucasian Female CERTIFYING AGENCY CERTIFICATION TYPE EFFECÏIVE DATE RENEWAL DATE Washington State Office of M¡nority & Women's Business Enterprises DBE - Disadvantaged Business Enterprise 9125t2020 9t25t2021 MAIN COMPANY EMAIL MAIN PHONE MAIN FAX MAIN COMPANYWEBSITE axumgc@gmail.com 206-786-5383 425-433-7928 27474210TH AVE SE, 11t1t17 PHYSICAL ADDRESS MAILING ADDRESS 27474210th Avenue SE Maple Valley, WA 98038 27474210th Avenue SE Maple Valley, WA 98038 BUSINESS CERTIFIED FOR Page'l of 3 (20489092_00671 662_2020091 81 61449.pdf) FULL DESCRIPTION OF CAPABILITI ESi PRODUCTS COMMODITY CODES UDBE SBE CERTIFICATION UBI # NATCS 236117 NATCS 237310 NATCS 237310 NATCS 237310 NArCS 237310 NATCS 237310 NATCS 237310 NArCS 237990 NATCS 238110 NArCS 238910 NArCS 484220 NATCS 484220 NATCS 484220 NArCS 561730 NArCS s61730 NArCS 561990 Genefated by Darcee Sanders, Axum General Construct¡on, lnc. on 9hgtz121 Sediment Control Lead (CESCL). Temporary traffic control & flagging services. Retaining walls, dump trucking, landscaping, potholing. NATCS 237110 Construction management, water and sewer line lMore¡ IPrimary Code] Single-family attached housing construct¡on general contractors (More) Single-family detached housing construction general contractors (More) Single-family homes built on land owned by others, general COntractors of lttore) Custom builders, for-sale builders, single-family home (gore) Culverts, highway, road and street, construction (More) Grading, highway, road, street and airport runway (More) Pothole filling, highway, road, street or bridge qmore¡ Road construction (More) Sign erection, highway. road, street, or bridge lrqore¡ Street construct¡on (More) Sediment control system construction (More) Retaining wall (except anchored earth), poured con€rete, construCtion (Morê) Excavation contractors (More) Dump trucking (e.g., gravel, sand, top-soil) (More) Flatbed truck¡ng, local lMore¡ Rubbish hauling without collection or disposal, truck, local (More) Erosion control services (More) Landscaping services (except planning) luore) Flagging (i.e., traffic control) services (More) NATCS 236115 NATCS 236115 NATCS 23611s Yes 603476033 ETHNIC GROUP GENDER Caucasian Female COUNTY King (WA) Page 2 of 3 (20489092_00671 662_2020091 81 61 449.pdf) Generated by Darcee Sanders, Axum General Construction, lnc. on 9/1812020 D2FOO24547CERTIFICATION NUMBER View Viewas PDF Annual Update Email LetterView as PDF Annual Update st17/2020 Ët st17t2o2o ø customer Suppgll Copyright G) 2020 B2cnow. All r¡ghts reserved. Home I Print This Pagg I Pr¡nt To PDF I Translate Page 3 ol 3 (20489092_00671662_2020091 81 61449.pd0 Generated by Darcee Sanders, Axum General Construction, lnc. on 9/18/2020 Search: Certified Vendors gid SoliÈ :::' :O¡lkå&dr Listed below are all of the vendors that match your search cr¡teria. Use the sort and filterfunct¡ons of the table to reduce the size of the list. You can view more listings by using the navigation line at the bottom of the table. To resort click column rirle. To tiher cjick drop down menu. 1 - 1 crf 1 recOrd d¡splâyerl: Pagå H*lp å Tcats f GO TO ... ?.t4:¡i909;AXUM GENERAT CONSTRUCTION, INC. Agãüt û ÎyF. stêtur âctlon¡Buslness ¡'lama i-Ãn ' v - i PhonÊ Îìlumber 206-786- s383 Active Active Active MAPLE VALLEY, WA OMWBE PBE WADES SBE OMWBE WBE locatlon 1V Customer Suppell! Copyright G) 2020 B2cnow, All riqhts reserved. Hon'ìe I Print This Pagg I Print To PDF I Translate Page 1 of 1 (20489092_0067 1662_202009181 61 903.pdf ) ¿XU¡r¿ CENE'RAI- CONSTRUCTION 2747421WH,4V8 SË MAPLE VA[,LEY, WA 98038 Citv of Kent Brlsiness License Pleøse tsflr et l I I ,| 1 : .t I \ '| J ., 1 TF'EUSIN&ãSA,ND INC oa ASSTG¡{ABL8 Tax Regietration Endorsement BUSTjTESS LTCENSE L,ICENSE MUST BE PAID.{NNUÂLLY BY JAN{JARY lst 1'O AVOID PENALTY Icru¡nce of License Does }i-ot lmply Licenree'e. : Cornpli*nce rry¡fh Sfûae end Loe¡l L¡wr MIjST üE POSTED IN.{ COI*,¡SPICUOUS i it Statement of Qua lifications AXUM General Construction, lnc. www.axumgc.com General Contractor: AXU MGGC859Q5 UBI:603-476-033 Tax lD: 47-3057495 LNI: 918,682 -03 ESD:440488-00-6 DUNS: 08-041-3604 DBE/SBE: D2F0024547 WBE: W2t0024547 SCS: 2019 Point of Contact: Darcee D. Sanders Owner Contact lnformation: 27474 210th Ave. SE Maple Valley, WA 9808 Office: 206.786.5383 tax:425.433.7928 darcee@axumgc.com lntroduction Axum General Construction, lnc. was formed in 2015 in Maple Valley, WA. We are a certified SBA Small business, and an SCS Small Contractor through King County Office of Business Relations and Economic Development. We are also certified as an SBE/DBE/WBE through the Office of Minority and Women Business Enterprise in Washington State (OMWBE). We focus on road improvements, earthwork, utilities and other infrastructure, civil, and site work construction. We operate primarily as a general contractor to public entities in the state of Washington. Our Team Darcee Sanders - Owner/Project Manager Darcee is responsible for project management, contract management and project planning and estimation. She brings over 10 years of management experience to Axum General Construction. Erik Sanders - Superintendent, Forman, and Operator has successfully performed and completed all of the projects listed below. Erik brings over 30 years of experience to Axum Ryan McMackin - Labor Foreman/TCS has performed and successfully completed Projects L-g Ryan brings 7 years of experience to Axum. Madison McMackin - Flagger - Over 5 year's experience working as a lead flagger. Kinzi Sanders - [aborer PROJECT L= L32"d Ave SE Pedestrian lmprovements (North) . Owner: City of Kent o Contact lnfo: City Representative: Phil McConnell 253.856.5542 o Contact lnfo: Project Engineer: Drew Holcomb 253.859.5561 o Scope of Work: The project consisted of the construction of approximately 1,600 lineal feet of 7 foot wide pervious cement concrete and pervious asphalt sidewalk along the west side of L32no Ave. S south of SE 248tn Street to SE 240tn Street. Also included, 3,300 square feet of wall face of Gravity Block Wall, 3 cement concrete sidewalk ramps, driveway, curb, gutter, asphalt and sidewalk repair,and other work, all in accordance with the Contract Plans, Kent Special Provisions, and WSDOT. Contract Amount: 55tL,6tS.t5o Completion Date: 9.LL.18 o Percentage Performed by own forces: PROJECT 2: Roadway Safety lmprovement Project: 40th Ave. SW & 96th St. SW o Owner: City of Lakewood o Contact lnfo: City Representative: Alla 253.912.5380 o Contact lnfo: Project Engineer: Paul 360.292.748L o Scope of Work: Safety improvements at 40th Avenue SW and 96th St. SW. lmprovements consist of: adding guard rail, upgrading street signage, curb and gutter, sidewalk, roadway paving, shared use bike lane, street lighting, and all other work necessary to complete the project as specified and shown in the Contract Documents.o Contract Amount: 5760,838.50o Completion Date: 6/4/18 ¡ Percentage Performed by own forces: PROJECT 3: Palisade Neighborhood Tree Removal Project Schedule B o Owner: City of DuPont o Contact lnfo: City Representative: Gus Lim 253.912.5380 o Contact lnfo: Project Engineer: Steve Stewart 360.292.748L o Scope of Work: Removal of 226 trees. All trees ae in planter strips within City rights-of- way, at various locations in the Palisade Neighborhood. ln addition to the cutting & waste haul of the trees, the project included grinding and removal of stumps and roots, waste haul of wood chips, traffic control, erosion control, and restoration of the tree site areas. o Contract Amountz itlg,O}q.lto Completion Date: t/t/20].8 o Percentage Performed by own forces: PROJECT 4: 108th Ave SE & Sidewalk & Channelization Project o Owner: City of Bellevue o Contact lnfo: City Representative: Carl Haslam 425.452.6937 o Contact lnfo: Project Engineer: Kyle Potuzak 425.452.4870 o Scope of Work: Construct cement concrete traffic curb and gutter, cement concrete sidewalk, cement concrete sidewalk ramps; remove concrete curb, sidewalk, and asphalt pavement; pavement reconstruction, channelization; minor storm drainage work, property restoration, traffic signal modifications, and other miscellaneous worko Contract Amount: S225,000.00 . Completion Date: tO/3O/20L7 o Percentage Performed by own forces PROJECT 5= 2017 Complete Streets Phase 2 . PO Box L307, lssaquah, WA 98027 ¡ Owner: City of lssaquah o Contact lnfo: City Representative: Pam Fox 425.837.3400 o Contact Info: Project Engineer: John Mortenson: 425.837.3427 o Scope of Work: The work performed on this contract included the construction of a cement concrete roundabout with roadway excavation, installation of cement concrete sidewalk, pavement, and curb and gutter, installation of curb ramps, HMA pavement removal and replacement, and installation of a rapid rectangular flashing beacon (RRFB) system and channelization in the City of lssaquah. o Contract Amount: 5280,163.00o CompletionDate:9/21/20L7 o Percentage Performed by own forces: PROJECT 6: 160th Street East - 33O' E/O SR-161to John Bananola Way E. 4301S. Pine Street, Suite 628, Tacoma, WA 98409 o Owner: Pierce County o Contact lnfo: City Representative: Mike Smith ,253.798.6811o Contact Info: Project Engineer: HenryGertje, p8253.798.6926 o Scope of Work: This contract provides for improvements to 160th Street East from 330 feet east of SR-161 to John Bananola Way East. The improvements include widening to 160th Street East and installation of cement concrete traffic curb, gutter and pervious cement concrete sidewalk. This work includes but is not limited to, clearing and grubbing, roadway excavation and embankment, hot mix asphalt, modifications to the existing enclosed storm drainage system, cement concrete approaches, cement concrete curb ramps, illumination and interconnect system, and other work. o Contract Amount: 52qq,8t6.98o Completion Date:7/16/20L7 o Percentage Performed by own forces: Bank REFERENCES: Hope Reyes Key Bank | 425.4L3.68L3 23928 225th Way SE Maple Valley, WA 98038 Direct: 425.433.25L5 tax: 425.413.685L Trade REFERENCES: HD Fowler - Jeff Emory - 360.651.2400 ext. 1342 Shope - Derek Rogers - 253.444.7305 EJ - Roger Plautz - 425.344.3251 Subcontractor REFERENCES: Dan Wilson Wilson Concrete 253.922.1444 Jason Becker Becker Blacktop 206.940.39L2 Jon Mogensen West Coast Signal, lnc. 206-595-6656 Bonnie Graham G&Glnc. 425.432.1325 SURETY Propel lnsurance L201 Pacific Avenue, Suite1000 Tacoma, WA98402-432L Brandon Bush, CRIS, CLCS 206.676.4214 @ AXUM General Construction, lnc.'s Equipment List: 200 SK Kobelco Excavator Cat 42OEIT Loader Backhoe 70 SR Kobelco Excavator Mhyd ram D-5 Dozer 580 Case Super L Extend-A-Hoe 4x4wl4 in 1 bucket lnternational Dump; 7yd 7300 DT 466 F-550 Flatbed Dump Ford Pick up Truck (112 ton\ lR SP48DD Compactor/Roller Dynapak Roller CC122 Generqtor 25KVA (20KW) Air Compressor (9ullivan D21OQH) Jumping Jact(Compactor (Bomag 65/4) Ditch Witch FX30-800 T18S Vactor Unit Misc. Office Trailers Equipment Trailer Tool Trailers Trench Safety Systems $T&nr çF ç1&$fi?*ç109ç *Ë----------------p¿*P üp Mtfi*R Ty Ar\fÐ wtlMä¡ìt's ßtj$r$*g$s øf\t?ËRp&t$ç$ ¿å!Ë eåt¡ílêl l4'y gç$th, $årite 15{i " Ì5* üçs 4}16* , {Bfffp'a. W\*qgty {BSS} S*e$?âü . Iûll {rå¡} 1"86t^ät#-10*4 . låx {S$û} $Så+t}t September 17,2020 Axum General Construction, lnc. 27474 21Oth Avenue SE Maple Valley, WA 98038 Dear Darcee Sanders, Congratulations! Your firm's annual review has been completed and you will remain certified by the Washington State Office of Minority and Women's Business Enterprises (OMWBE) as a/an Disadvantaged Business Enterprise (DBE). lnformation about your business is published in the OMWBE Directory located athttpJlbttly!2uu4zH2. Certification N um ber: D2F 0024547 Anniversary Date: September 25, 2021 Please review each of the following: . Each year before your anniversary date, you must submit an "Affidavit of Continued Eligibility." This form confirms there have been no changes that would affect your firm's ability to remain certified, such as changes in ownership, control, size, management responsibility, scope of work, or personal net worth. OMWBE will send you an email 75 days before your anniversary date.. You must inform the OMWBE in writing within 30 days of the any of the changes listed above by logging into our system at http://omwbe.wa.gov/certification. Failure to notify our office of these changes may affect your firm's eligibility for the program. This certification shall remain valid unless and until it has been removed in accordance with the procedures set forth in 49 cFR S 26.87. We are pleased to certify your firm and wish you much success. If you have any questions or need assistance, please contact us at (360) 664-9750. Sincerely, Monique Martinez Certification Analyst Your firm is certified in the following areas Business Description: Prime contractor with a primary focus on road improvement, earthwork, utilities, and other infrastructure. Civil and site work for public entities. Certified Erosíon and Sediment Control Lead (CESCL). Temporary traffic control & flagging services. Retaining walls, dump trucking, landscaping, potholing. North American lndustry Glassification System (NAICS) Codes: NAICS 237110: CONSTRUCTION MANAGEMENT, WATER AND SEWER LtNE NAICS 236115: SINGLE-FAMILY ATTACHED HOUSING CONSTRUCTION GENERAL CONTRACTORS NAICS 236115: SINGLE-FAMILY DETACHED HOUSING CONSTRUCTION GENERAL CONTRACTORS NAICS 236115: SINGLE-FAMILY HOMES BUILT ON LAND OWNED BY OTHERS, GENERAL CONTRACTORS OF NAICS 236117: CUSTOM BUILDERS, FOR-SALE BUtLDERS, STNGLE-FAMtLy HOME NAICS 237310: CULVERTS, HIGHWAY ROAD AND STREET, CONSTRUCTTON NAICS 237310: GRADING, HIGHWAY ROAD, STREETAND ATRPORT RUNWAY NAICS 237310: POTHOLE FlLLlNc, HIGHWAY ROAD, STREET OR BRTDGE NAICS 237310: ROAD CONSTRUCTION NAICS 237310: SIGN ERECTION, HIGHWAY ROAD, STREET, OR BRTDGE NAICS 237310: STREET CONSTRUCTION NAICS 237990: SEDIMENT CONTROL SYSTEM CONSTRUCTTON NAICS 238110: RETAINING WALL (EXCEPT ANCHORED EARTH), POURED CONCRETE, CONSTRUCTTON NAICS 23891 0: EXCAVATION CONTRACTORS NAICS 484220: DUMP TRUCKING (E.c., GRAVEL, SAND, TOP-SO|L) NAICS 484220: FLATBED TRUCKING, LOCAL NAICS 484220: RUBBISH HAULING WTHOUT COLLECTION OR DISPOSAL, TRUCK, LOCAL NAICS 561730: EROSION CONTROL SERVICES NAICS 561730: LANDSCAPINc SERVICES (EXCEPT PLANNTNG) NAICS 561990: FLAGGING (1.E., TRAFFIC CONTROL) SERVTCES You are encouraged to become an active participant on federally assisted projects. This certification permits your company to compete in federal-aid contract work as a DBE-owned and operated company. However, it does not guarantee that you will receive work. Sign up in the Washington's Electronic Business Solutions (WEBS) if you wish to receive solicitation notices from state agencies, local and lribal governments and non-profit organizations throughout Washington State. lf you have any questions about WggS, please contact the Department of Enterprise Services at 360-902-7400 or webscustomerservice@des.wa.gov. Learn more about doing business with the state: httpTbiuyCIoBjzwlhwA. 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 (September 22, 2020), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06,010 or 39.12,065(3). Inc. s Busin Name ature A d Officialx Darcee Sanders Printed Name Owner I I Ooerator Title q-)) ")tt)î Maole Vallev WA Date City State x If a corporationt 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. Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 30 August 3L,2020 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 (September 22, 2020), 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 fínal 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, Arum General Construction-Inc. B r's Busi ame S ature of d Officialx Darcee Sanders Printed Name Owner I I Ooerator Title 9.22.2020 Maole Vallev WA Date City State x 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. Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 31 August 3L,2O2O SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder:Arum General Construction.Inc, Project Name:Meet Me on Meeker lRussel - GREì Sidewalk Imorovements Project Number: FederalAid # STPUL-1068(002) Proiect # 19-3028 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 electri ca l.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: Plumbing Subcontractor Name : Electrical Subcontractor Name , â+ A \ nC . \ 9.22.2020 ture of B Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 Date 32 August 3L,2020 SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder:Axum General Construction. I nc. Project Name:Meet Me on Meeker lRussel - GRFì lk Imnrovements Project Number: FederalAid # STPUL-I068(002) Project # 19-3028 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: Rebar Installation Subcontractor Name:S fn5 qØ qo 9.22.2020 re of Bi Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 Date 33 August 3L,2O2O LocalAgency Name Qi[y of Kent Local Agency Address 220 4th Avenue S. Kent, WA 98032 Local Agency Subcontractor List Prepared in compliance with RCW 39.30.060 as amended To Be Submitted with the Bid Proposal Project Name Meet Me on Meeker (Russell - GRE) Sidewalk Improvements Failure to list subcontractors with whom the bidder, if awarded the contract, will directly subcontract for performance of the work of structural steel installation, rebar installation, heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical, as described in Chapter 19.28 RCW or naming more than one subcontractor to perform the same work will result in your bid being non-responsive and therefore void. Subcontractor(s) with whom the bidder will directly subcontract that are proposed to perform the work of structural steel installation, rebar installation, heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. To the extent the Project includes one or more categories of work referenced in RGW 39.30.060, and no subcontractor is listed below to perform such work, the bidder certifies that the work will either (i) be performed by the bidder itself, or (ii) be performed by a lower tier subcontractor who will not contract directly with the bidder. G,& lì TncSubcontractor Name Work to be performed F.lectrical Sr rhc.nnfracfnr Scherlrle VT ÇlcÅ<¡ r n,\^(v Transnorfations Svstems TncSubcontractor Name Work to be performed Concrefe Snhr:nnfr¡cfnr // Rehar Tnsfqllefi C orn¿ ( eke \¡.lnrL- Subcontractor Name Work to be performed Subcontractor Name Work to be performed Subcontractor Name Work to be performed * Bidder's are notified that it is the opinion of the enforcement agency that PVC or metal conduit, junction boxes, etc, are considered electrical equipment and therefore considered part of electrical work, even if the installation is for future use and no wiring or electrical current is connected during the project. DOT Form 271-0'l5A Revised 0612020 34 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSTON, MINTMUM WAGE N ON.COLLUSION DECLARATTON 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: 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. Meet Me on Meeker (Russell - GRE) Sidewalk Improvements Federal Aid Number: STPUL-1O68(OO2) Project Number: 19-3028 1 NAME OF PROJECT Axum General Constructior, fnc. TURE OF Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 OF BIDDER'S FIRM D REPRESENTATIVE OF BIDDER 35 August 3I,2O2O Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON.COLLUSION DECLARATION l, by signing the propoeal, hereby declare, under penalty of perjury under the laws sf the United $tates that the following süatemEnt$ 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 othenvise taken any action in restraint of free competitive bidding in connection with the project for which this proposalis submitted. That by eigning the signaturê page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. 2. NOTISE TO.ALL FIÞ"FËRs To report rigging activities call: 1-8f10424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8:CI0 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, qr other fraudulent activities should use the "hotline" to report such activities. The'hotline" is part of u$DOT's continuing effort to identiff and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT lnspector General. All information will be treated confidentially and caller anonymiþ will be respected. DCIT Fonn 27?-036t FF 07/201 I SR 36 Local Agency Gertification for Federal.Aid Gontracts The prospective participant certiflee by *igning and submitting this bid or proposaln to the best of his or her knowledge and belief, thnt: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an oñicer or employee of any Federal agency, a Mernber of tongress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperativê agreement, and thc extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan or cooperative agreement. (2) lf any funds other than Federal appropriated funds have been paid or wilf be paid to any pêrssn for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, lûan, or cooperative agreement, the undersigned shallcomplete and submit $tandard Form-LLL, "Disclssure Form to Report Lobbying," in accordance with its instructions. This certification is materlalrepresentation of the factupon which reliance was placed when this transaction was made or entered into. Submissjgn pf,this certifipafion is a prereguisite for mgking or qnffiriqg jntg this transactiÇn imposed by Section 1352, Title 31, U.S, Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each failure. The pro$pective,participant also agrees by subfnitting his or her bid or nfqposal thât he qr she shall require that the language of this certif¡çalion be included in all lor¡ver tier subcontracts. which excEed $10û,00û and that all such subrecipients sha I I certiff a nd d isclose accord ingl¡¡. Fo.m 212-0494 07Æ0Ì1 SR 37 DOT EF ^Õw Washingrüon State Department of Tlansportation Underutilized Disadvantaged Business Enterprise (UDBE) B¡d Item Breakdown Form 1. Contract Number 1 9-3028 2. Contract Name Meet Me on lVleeker (Russell- GRE)Sidewalk lmprovements 3. Prime Contractor Axum General Construction, lnc. 4. Prime Contractor Representative Name Darcee Sanders 5. Prime Contractor Representative Phone Number 206.786.5383 6. Prime Contractor Representative Email axumgc@ gmail.com Column 1 Nams of UDtsã {Soô lo6trurl¡ons} Colurnn 2 Bid lte¡n # {Ssê lnstuôtions} Colr¡fifl 3 FulllPartial {Sée ¡nstruôtion6} Column 4 Suant¡ly (Sêê ifistruolons) Column 5 Descripliçn (S6a Instructiong) Column 6 Llnit Price (Seê lnstructions) Column 7 Totsl Unit Cosl (Sês lnslruclions) tolumn I DollarArnount to be Applied Toward.s @oal (3sá,1çıfrrıtion6) G&Glnc 6000 Full 17 6' Diameter Traffic Loops $ 750.00 $ 12,750.00 $ 12,750.00 G&Glnc.601 0 Full 250 Additional Lead ln Wire $400 $ 1,000.00 $ 1,000.00 G&Glnc.601 3 Full 23 Junction Box Type 1 $ 700.00 $ 16,100.00 $ 16,100.00 G&Glnc.601 4 Full 2 Junction Box Type 2 $ e50.00 $ 1,900.00 $ 1,900.00 Subtotal:$ s1,750.00 $ 31 750.00 8id llem f FulllPartial Suantity Description Unit Price Total Unit Cost EotlarAnount to be Applied Toward¡ Goul G&Glnc 601 5 Full 1.1 Remove Junction Box $ 100.00 $ 1 ,100.00 $ 1 ,100.00 G&Glnc 601 6 Full 5 Junction Box Type B $ 2,000.00 $ 10,000 00 $ 10,000.00 G&Glnc.6020 Full 1 400 Conduit 2'SCH B0 PVC $800 $ 11,200.00 $ 11,200.00 G&Glnc.6025 Full 800 Conduit 4 SCH B0 PVC W Pull Rope $ 12 00 $ 9,600.00 $ 9,600.00 Subtotal $ 31,900 00 $ 31,900.00 8id ltem #Full/Par.lial Suantity De*cription Unit Price Totãl Unit Co6t ÞollarÂmount ta ba.Åppli€d TovsaÍds Goål G&Glnc 6040 Full '10 Meeker St. Dual Ped Luminaire & Pole $ 13,000.00 $ 130,000.00 $ 130,000.00 G&Glnc 6050 Full I Meeker St. Lumrnaire & Pole $ 12,500.00 $ 112,500,00 $ 1 12,500 00 G&Glnc.6060 Full 4 Meeker St. Bollard Lighting $ 4,500 00 $ 18,000.00 $ 18,000.00 G&Glnc.6075, 6080 Full "1 ElecÍ¡cal Wiring & Conn & Seruice Cabinet $ 22,000 00 $ 22,000.00 $ 22,000 00 Subtotal:$ 282,500.00 $ 282,500.00 FullJPsrtíal Quântity De6cription Unit Prics Total Uûit Cort Þotlar Amount lo be åFplted lowsrde 6sal G&Glnc 6090 Full 6 Ped Pushbutton Posts $ 1,800.00 $ 10,800.00 $ 10,800.00 G&Glnc 6095 Full B Ped Pushbutton Assembly $ 1,500.00 $ 12,000.00 $ 12,000.00 G&Glnc 61 00 Full 130 Sand for Bedding $4000 $ 5,200 00 $ 5,200.00 G&Glnc.61 10 Full 2 lnstallation of Cameras $ 2,000.00 $ 4,000.00 $ 4,000.00 Subtotal:$ 32,000 00 $ 32,000.00 TOTAL UDBË DollarAmount:$ 378,150.00 $ 378,15û.00 DOT Form 272-054 Revised 0112020 38 Underutilized Disadvantaged Business Enterprise (UDBE) Bid Item Breakdown Form 1. Contract Number 2. Contract Name 3. Prime Contractor 4. Prime Contractor Representative Name 5. Prime Contractor Representative Phone Number 6. Prime Contractor Representative Email Column 1 Name of UDBE (See Instructions) Column 2 Bid Item # (See Instructions) Column 3 Full/Partial (See Instructions) Column 4 Quantity (See Instructions) Column 5 Description (See Instructions) Column 6 Unit Price (See Instructions) Column 7 Total Unit Cost (See Instructions) Column 8 Dollar Amount to be Applied Towards Goal (See Instructions) Subtotal: Name of UDBE Bid Item # Full/Partial Quantity Description Unit Price Total Unit Cost Dollar Amount to be Applied Towards Goal Subtotal: Name of UDBE Bid Item # Full/Partial Quantity Description Unit Price Total Unit Cost Dollar Amount to be Applied Towards Goal Subtotal: Name of UDBE Bid Item # Full/Partial Quantity Description Unit Price Total Unit Cost Dollar Amount to be Applied Towards Goal Subtotal: TOTAL UDBE Dollar Amount: DOT Form 272-054 Revised 01/2020 38 Instructions for Underutilized Disadvantaged Business Enterprise (UDBE) Bid ltem Breakdown Form Box 1: Provide the contract Number as stated in the project information webpage. Box 2: Provide the Name of the project as stated in the project information webpage. Box 3: Provide the Name of the bidder (Proposal hotder) submitting Bid. Box 4: Provide the name of the prime contractor's representative available to contact regarding this form. Box 5: Provide the phone number of the prime contractor's representative available to contact regarding this form. Box 6: Provide the email of the prime contractor's representative available to contact regarding this form. Column 1: Provide the Name of the Underutilized Disadvantaged Business Enterprise (UDBE) Firm. UDBE Firms can be found using the search tools under the Firm Certification section of the Diversity Management and Compliance System (DMCS) webpage https:l/wsdot.diversitycompliance.com. Column 2: Provide the Bid ltem Number (as it appears in the engineer's estimate bid check report) available on the project information webpage. Column 3: lf the UDBE is performing only part of the bid item, mark "Partial". lf the UDBE is performing the entire bid item, mark "Complete". Column 4: Provide the estimated quantity for the specific bid item. For trucking firms, use hour or another unit of measure. Column 5: Provide a description of the work to be performed by the UDBE. Column 6: Provide the price per unit and specify the type of unit used. For trucking firms, use hour or another unit of measure. Column 7: Provide the estimated total unit cost amount per bid item. Column 8: Provide the amount of the bid item being used to fulfil the UDBE goal. The work to be performed must be consistent with the Certified Business Description of the UDBE provided in the DMCS webpage https:l/wsdot. diversitycompliance.com. Mobilization up to 10% is acceptable. lf mobilization is more lhan 10% additional information and/or justification may be requested. The total amount shown for each DBE shall match the amount shown on the DBE Utilization Certification Form. Use Additional Sheets if necessary. DOT Form 272-054 Revised 0112020 39 ^-,w lñlashingbn Stãte Þepartment of Thansportation Underutilized Disadvantaged Business Enterprise Utilization Gertification To be eligible for Award of this Contract the Bidder shall fill out and submit, as a supplement to its sealed Bid Proposal, an Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification. The Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal that does not contain a UDBE Utilization Certification which properly demonstrates that the Bidder will meet the UDBE participation requirements in one of the manners provided for in the proposed Contract. Refer to the instructions on Page 2 when filling out this form or the Bid may be rejected. An example form has been provided on Page 3. The successful Bidder's UDBE Utilization Certification shall be deemed a part of the resulting Contract. Box 1: Axum General Construction" Inc. certifies that the UDBE firms listed below have been contacted regarding participation on this p0ect. lf this Bidder is successful on this project and is awarded the Contract, it shall assure that subcontracts or supply agreements are executed with named UDBEs. (lf necessary, use additional sheets.) Box 2 Meet me on Meeker (Russell - GRE) Sidewalk T Proiect # l9-3O28 Name of UDBE (See instructions) Column 1 Project Role (See instructions) Column 2 Description of Work (See instructions) Column 3 Column 4 Dollar Amount Subcontracted to UDBE (See instructions) DollarAmount to be Applied Towards Goal (See instructions) Column 5 G&GInc Electrical S ubcontrâctor Electrical $378,1 50.00 $378,150.00 t_L. 1o lo Underutilized Disadvantaged Bu L Enterprise Condition of Award Contract Box q goxd I fla-V..!"cking Box 5 the Bidder is stating that their attempts to solicit sufficient UDBE participation to meet the COA Contract goal has been unsuccessful and good faith effort will be submitted in aðcordánce with Section 1-02.9 of the Contract DOT Form 272-056U Revised 0312018 Total UDBE Commitment DollarAmou nt ?1%, 1 40 ,00 lnstructions for Underutilized Disadvantaged Business Enterprise Utilization Certification Form Box 1: Name of Bidder (Proposal holder) submitting Bid. Box 2: Name of the Project. Column 1: Name of the Underutilized Disadvantaged Bu.siness Enterprise (UDBE). UDBE Firms can be found using the search tools under the Firm Certification section of the Diversity'Mana{ement and Compliance System üebpagg htïpglwsdgtdlver$Éycpme[ancg.Ça{n Repeat the name ót tne UDge for each Prciject Role"that will beperformed. Column 2: The Project Role that the UDBE will be performing as follows;. Prime Contractor. Subcontractor. Subcontractor (Force Account) Work sublet as Force Account must be listed separately.. Manufacturer. Regular Dealer. Work sublet to a Regular Dealer must be listed separately. ' Regular Dealer stalus must 6s allproved prior to Bid submittal by the Office of Equal Opportuníty, Washington State Department of Transportation, on each Contráct.. Broker. Work sublet to a Broker must be listed separately. Lis-t each project role to b_e..performed by a single UDBE individually on a separate row(s). The role is used to determine what portion of the amount tó be subcontracted (Columñ 4) may be applied ioward meeting the goal (column 5). Column 3: Provide a des-cription.of the_work fo be performed by the UDBE. The work to be performed must be consistent with the Certified Business Description of the UDBE provided at the Diversity Mánagement and Compliance System web page https:/lwsdot,cliversityeonrplianee.bam ' A Bidder subletting a portion of a bid item shall state "Partial" and describe the Work that is included.. For example; "Electrical (Partial) - Trenching".. "Mobilization" will not be accepted as a description of Work. Column 4: List the total amount to be subcontracted to each UDBE for each Pro¡ect Role they are performing. Column 5: Box 3: Box 4 Box 5 DOT Form 272-056U Revised 0212018 Box 3 is the COA Contract goal which is the minímum required UDBE participation. The goal stated in the Contract will be in terms of a dollar amount or a percentale in the Coniract. 'When expreised as a percentage you mu.st multiply.the percentage timesfhe sum'total of aIl b¡d items as submitted in the Bidder's Pr'oposal to- determ.ine the dollar goal and write it in Box 3. ln the event of an error in this box, the Contracting Agéncy will revise the amount accordingly. Box 4 is the sum of the values in column 5. This value must equal or exceed the GOA Gontract goal amount written in Box 3 or; Check Box 5 if insufficient U_DBE-P^articipatlo¡ has been achieved and a good faith effort is required. Refer tothe subsection titled, Selection of SuccessfulBidder/Good Faith Efforts GFE)in the Contract.' Se_e the Disadvantaged Business Enterprise Participation specification in the Gontract for moreinformation. Note 1: For Work sublet as Force Account the bidder may only claim 50% of the amount subcontracted (Column 4)towards meeting the goal (Column 5). This information will be used to demonstrate that the UDBE contraci 9991-is_ met^at the time that the bidder submits their bid. For example; amount sublet as force account =$100,000 (Column 4) equates to ($100,000 X 50%) = $50,000 (Critumn 5) to be apptied towards the goat. Note 2: For Work sublet to. a Reg.ular.Dealer the bidder may only claim 60% of the cost of the materials or supplies(Cçlr.ll' 1) lo.ryqt{q.teg$g- the g_oal (Col_umn 5). -For eiample; Material çes1 = $100,000 (Column a) 'equates to ($100,000 X 60%) = $60,000 (eolumn 5) to bé apptied towards the goat bidder may only amount sublet to meeting the to ($100,000 oteN F Woor SUrk toblet Broke ther theclaim fees a rtoBroke towardspaid 4mn Fo r brokea r 001 4mn(Colugoa example;$X,000 (Colu equates)) OTtoereasonablfee num$to5 abe lied thetowards 4T Underutilized Disadvantaged Business Enterprise Utilization Certification To be eligible forAward of this Contract the Bidder shall fill out and submit, as a supplement to its sealed Bid Proposal, an Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification. The Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal that does not contain a UDBE Utilization Certification which properly demonstrates that the Bidder will meet the UDBE participation requirements in one of the manners provided for in the proposed Contract. Refer to the instructions on Page 2 when filling out this form or the Bid may be rejected. An example form has been provided on Page 3. The successful Bidder's UDBE Utilization Certification shall be deemed a part of the resulting Contract. Box 1: A Plus Construction Companv certifies that the UDBE firms listed below have been contacted regarding participation on this project. lf this Bidder is successful on this project and is awarded the Contract, it shall assure that subcontracts or supply agreements are executed with named UDBEs. (lf necessary, use additional sheets.) Box2:US 395. Snokane Citv to Stevens Countv Line - Pavins and Safetv Column 1 Name of UDBE (See instructions) Column 2 Project Role (See instructions) Column 3 Description of Work (See instructions) Column 4 Dollar Amount Subcontracted to UDBE (See instructions) Column 5 DollarAmount to be Applied Towards Goal (See inslructions) A Plus Construction Company Prime Asphalt and concrete paving, asphalt milling, preleveling and pavement repair N/A 900,000 In the Line Services, Inc.Subcontractor (Force Account) Crack sealing 20,000 10,000 In the Line Services, Inc.Subcontractor Guideposts, joint seal, pavement markers, temporary signage, construction sign installation 200,000 200,000 The Everything Guys, LLC Regular Dealer Rental and sales ofhighway construction and related equipment and materials 100,000 60,000 Optimus Prime Trucking, Inc. Subcontractor Dump Trucking 50,000 s0,000 Metalheads, Inc.Manufacturer Dowel Bars 75,000 75,000 Erosion Under Control Co. Broker Erosion control blankets, straw bales and wattles, sand bags 15,000 250 t ^{l¿L ltvL tL/t .< ú V)' Underutilized Disadvantaged Business Enterprise Condition of Award Contract Goal 356.968.16 TotatuDBE Commitment Dollar Amo unl 1.29 5.250 Box 3 Box 4 I f[ÐV "lecking Box 5 the Bidder is stating that their attempts to solicit sufficient UDBE participation to meet the COA Contract goal has been unsuccessful and good faith effort will be submitted in aôcorddnce with Section 1-02.9 of the Contract DOT Form 272-056U Revised 0212018 42 lflashington Staþ Department of Thansportation Underutilized Disadvantaged Business Enterprise (UDBE)Trucking Gredit Form PART A: TO BE COMPLETED BY THE BIDDER This form is in support of the trucking commitment identified on the UDBE Utilization Certification Form submitted with the proposal Please note that UDBE's must be certified prior to time of submittal. Use additional sheets as necessary. PART B: TO BE COMPLETED BY THE UDBE TRUCKING FIRM Note: DBE/UDBE trucking firm participation may only be credited as DBE/UDBE participation for the value of the hauling services, not for the materials being hauled unless the trucking firm is also recognized as a supplier of the materials used on the project and approved for this prgect as a regular dealer. 1. Type of Material expected to be hauled? 2. Number of fully operational trucks expected to be used on this project? 3. Number of trucks and trailers owned by the UDBE that will be used on this project? 4. Number of trucks and trailers leased by the UDBE that will be used on this project? Dump trucks: Dump trucks: Tractor/trailers: -- Dump trucks: Tractor/trailers: Tractor/trailers Federal Aid # STPUL-1068(002)Contract # Axum General Construction, Inc Project Name Meet Me on Meeker (Russell - GRE) Sidewalk Improvements lf listing items hours, or by lump sum amounts, please provide calculations to substantiate the quantities listed Bidder Axum General Construction, Inc. Name/Title (please print) Darcee Sanders lOger Phone 206.786.5383 Fax 425.433.7928 that the above information is complete and accurate Address 27474 zl0th Ave. SE, Maple Valley, WA 98038 Email axumgc@gmail.com Date 9.22.2020 UDBE Firm Name Name/Title (please print) Certification Number Phone Fax Signature I certify that the above information is complete and accurate. Address Email Date DOT Form 272-058 Revised 0512019 43 Submit this form to DBEDOC@wsdot.wa.gov. lnstruction to Bidder: The Bidder shall complete and submit the Underutilized Disadvantaged Business Enterprise (UDBE) Trucking Credit Form in accordance with Section 1-02.9 of the Contract. INSTRUCTIONS Please note - All Fietds are required PART A: TO BE COMPLETED BY THE BIDDER Federal Aid: lnclude the project federal-aid number. Gounty: Specify the County where the project will take place. Contract #: Specify the Project Contract Number which can be found in the Engineer's estimate bid check report. Bid ltem: Provide the Bid ltem Number (as it appears in the engineer's estimate bid check report) for which trucking services will be utilized. Item Description: Provide description of the bid item (as it appears in the engineer's estimate bid check report) for which trucking will be utilized. Bidder: ln this section, provide the bidder's legal name, title, Business address, Phone and email. The bidder's representative signature is required in addition to the date the form was signed PART B: TO BE COMPLETED BY THE UDBE TRUCKING FIRM Question 1: Specify type of material that will be hauled (i.e. Sand, HMA, gravet) Question 2: Specify the total number of operational trucks that will be used on the project. Question 3: Specify the total number of operational trucks and trailers owned by the UDBE that will be used on the project. Question 4: Specify the total number of operational trucks and trailers leased by the UDBE that will be used on the project. UDBE Firm: ln this section, provide the UDBE Firm's legal name, UDBE Firm's representative legal name and title, certification Number (Found in the firm's OMWBE Profile page in the OMWBE directory), Business address, Phone, fax and email. The UDBE Firm's representative signature is required in addition to the date the form was signed. DOT Form 272-058 Revised O5l2O19 44 I"l ndø rutl Í ízsd Ðí.radyenfnged fr u.riness Enterpri*e {UÐßEl Writtan ÇanfirmatÍan Ðocumont #ee Çpntr*et Pr*visians: UfrBE l)**ument Submittr¿î, fi"eqatrenents D i sadv ant a ged ß us ine s s E nterpr í * e P ar ti * ip *t i *n TIfiS FORM SI{.4tt ONIY BH SUBMITTEÞ TÛ A U}T}E Tru{T IS HSTHP ON THË CONTR,{CTÛR'S T"TNT}HRUTIITUËD ÐISANVAN'TA$AD T}U$INE$S HNTERPzu$Ë UTILIZÅTION üËRTIF}CÅTTCIN, rHË CONTRÀCTÛR SH-A.tt CTMFTETH PÅKT-4 PR"TOR. TO SENTTNG TÜ THË UDBË, H.4,Rî A I ïn, he,fflrrìp.lçf** þ,y, thq,&[dû*r Ths entries below shel} be c*n*istent with whnt is shown *n the äidder's Underutitirecl Dissdverrtaged *usiness Hnterprise Utiliuåtiûn Certiscation. Failure ts do so will result in Bid rej*ction. Meet Me on Meek*r {Russell - GRÊ} Sidewalk Improvements ¡Un*hhrgfnn Btfrt.cn¡pffirlrt cf ftm¡forf;üon Contraet Title: äidder'* Hïçiness Name: U$BË's Fusines* Narne: t) G&Grlrc e- Þes*ription of UDBH's W*rk:HLËçTRIÇAL Dcllar Á,mount to be Applied Towa¡ds T.}üBE ücat: DcllarAmuur¡t t* be Sub***tract*d to UÐBF* ; 'Opticnal Fløld ,{S K1 B, ltlô,Òô PART,ffi; lo bg,,,g*mffefçd Þy the tlp4çruÉ¡tifp$"Þissrtyanragç{t F¡sineq$",ffißrerE¡rjç* ^Âs an auth*rízed r*presentativs of the Underutitiesd Þisadvåntaged Bu*ines* Enterprise, I conñrm that wç h¿vç bsen psntêst*d by tlre Bidder with regnrd to the refersrc*d project far the pnrpû$* of perfarming the Wsrk described absve. If th* Bidder is swarded the Contrnct, we will snter int* an agreement with rhe Bidder to participate in the project ccnsistent with the infanr:ation provided in PartA, pf this fsrm. Name {printed}t Bonnie *r*ham $Ígnatrire: Tirle:Presidønt .{ddress: ÞÇlFor* 43?-û3îU R¡vltcd û3/3018 18044 SH *âd+th Strøet Kent, WA S8û42 Dste: ç\ -;IC 45 9/2U2020 Certification: View B2Gnow Certification List Vendor Capabilities BUSINESS NAME SYSTEM VENDOR NUMBER PRIMARY OWNER'S NAME ETHNIC GROUP GENDER G & G Incorporated 20289300 Ms. Bonnie Graham Hispanic American Female Washington State Office of Minority & Women's Business Enterprises DBE - Disadvantaged Business Enterprise Certification lnformat¡on CERTIFYING AGENCY CERTIFICATION TYPE MAIN COMPANY EMAIL MAIN PHONE MAIN FAX MAIN COMPANY WEBSITE GGrNCl992@AOL.COM 425-432-8125 425-432-815s 18044 SE 224TH ST Contact lnformation Addresses PHYSICAL ADDRESS MAILING ADDRESS 18044 SE 224TH ST Kent, WA 98042 18044 SE 224TH ST Kent, WA 98042 Business Capabilities BUSINESS CERTIFIED FOR FULL DESCRIPTION OF Electrical contract¡ng, traffic signals, loops, street l¡ght¡ng, road sign erection, pole removal and installation, concrete cutt¡ng for traffic signal work. https://omwbe.diversitycompliance.com/FrontPage/VendorMain.asp?XID=6689 t/2 B2Gnow9/21t2020 CAPABI LITI ES/PRO DUCTS COMMODIry CODES NATCS 237310 NATCS 237310 NA|CS 238210 NAf CS 238210 NATCS 238990 Concrete pav¡ng (i.e., highway, road, street, publ¡c sidewalk) (More) Sign erection, highway, road, street, or bridge (More) Communication equipment ¡nstallation (More) Highway, street and bridge lighting and electrical signal installation (More) Pole (e.g., telephone) removal (More) Owner Ethnicity and Gender ETHNIC GROUP GENDER Hispanic American Female Location COUNTY King (WA) UDBE SBE CERTIFICATION UBI # CERTIFICATION NUMBER Yes Yes 60f38163s D5F0010391 Additional I nformation Certification List customer suooort Copyright O 2CI20 B2Gnow. All rights reserved. Home I Print This Pagg I Print To PD_E I Translate https://omwbe.diversitycompliance.com/FrontPage/VendorMain.asp?XID=6689 )tt FHWA-1273 - Revised May 1,2012 t. ll. ilt IV General Nondiscrimination Nonsegregated Facilities Davis-Bacon and Related Act Provisions Contract Work Hours and Safety Standards Act Provisions Subletting or Assigning the Contract Safety: Accident Prevention False Statements Concerning Highway Projects lmplementation of Clean Air Act and Federal Water Pollution Control Act Compliance with Governmentwide Suspension and Debarment Requirements Certification Regarding Use of Contract Funds for Lobbying REQUIRED CONTRACT PROVISIONS FEDERAL.AID CONSTRUCTION CONTRACTS 3. A breach of any ofthe stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal-aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. The term Federal-aid highway does not include roadways functionally classified as local roads or rural minor collectors. II. NONDISCRIMINATION The provisions of this section related to 23 CFR Part 230 are applicable to all Federal-aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. ln addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246,41 CFR 60, 29 CFR 1625-1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title Vl of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21,26 and 27: and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60- 1 .4(b) and, for all construction contracts exceeding $1 0,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 604.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1 625-1 627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title Vl of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requirements. 1. Equal Employment Opportunity: Equal Þmployment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627, 41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under vl. vil. vilt tx. X. XI ATTACHMENTS A. Employment and Materials Preference forAppalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) I, GENERAL 1. Form FHWA-1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of Form FHWA-1273 arc incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. Form FHWA-1273 must be included in all Federal-aid design- build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services). The design-builder shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal documents, however, the Form FHWA-1273 must be physically ¡ncorporated (not referenced) in all contracts, subcontracts and lowerìier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. 46 this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. ln the execution ofthis contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. b. The contractor will accept as its operating policy the following statement: "lt is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disab¡l¡ty. Such action shall include: employment, upgrading, demotion, or transfer; recru¡tment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for kaining, including apprenticeship, pre-apprenticeship, and/or onthe- job training." 2, EEO Officer: The contractor will designate and make known to the contracting offìcers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO program and who must be assigned adequate author¡ty and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Offìcer. b. All new supervisory or personnel office employees will be given a thorough indoch¡nation by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitnlent for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When âdvertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among m¡norit¡es and women in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requ¡rement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration. b. ln the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where implementat¡on of such an agreement has the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions. c. The contractor will encourage its present employees to refer minorities and women as applicants for employment. lnformation and procedures with regard to referring such applicants will be discussed w¡th employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. lf the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. lf the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal. 6. Training and Promotion: a" ïhe contractor w¡ll assist in locating, qualifying, and increasing the skills of minorities and women who are 47 applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved. b- Consistent w¡th the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of tra¡ning programs, i.e., apprent¡ceship, and on-the-job training programs for the geographical area of contract performance. ln the event a special provision for training is provided under this contract, this subparagraph w¡ll be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c. The contractor w¡ll advise employees and applicants for employment of available training programs and entrance requirements for each. d. The conhactor will periodically review the training and promotion potential of employees who are minor¡ties and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: lf the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such un¡ons to increase opportunities for minorities and women. Actions by the contractor, either directly or through a contractor's association acting as agent, will include the procedures set forth below: a. The contractor will use good faith efforts to develop, in cooperat¡on with the unions, jo¡nt training programs aimed toward qualifying more minor¡ties and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer appl¡cants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualif¡able minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collect¡ve bargaining agreement) does not relieve the contractor from the requirements of this paragraph. ln the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these spec¡al provisions, such contractor shall immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants / Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations establ¡shed there under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 9, Selection of Subcontractors, Procurement of Materials and Leas¡ng of Equ¡pment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disabil¡ty in the selection and retention of subcontractors, ¡ncluding procurement of materials and leases ofequipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b. The contractor will use good faith efforts to ensure subcontractor compliance w¡th their EEO obligations. 10. Assurance Required by49 GFR 26.13(b): a. The requirements of 49 CFR Part 26 and the State DOT's U.S. DOT-approved DBE program are incorporated by reference. b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a mater¡al breach of this conhact, which may result in the terminat¡on of this contract or such other remedy as the contract¡ng agency deems appropriate. I 1. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained fora period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA. a. The records kept by the contractor shall document the following: (1) The number and work hours of minority and non- minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportun¡ties for minorities and women; and (3) The progress and efforts being made in locating, hiring, haining, qualifying, and upgrading minorities and women; b- The contractors and subcontractors will submit an annual report to the contract¡ng agency each July for the duration of the project, indicating the number of minority, women, and non-minority group employees cunently engaged in each work classification required by the contract work. This information is to be reported on Form EHWA:J Q91.. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. lf on-the-job tra¡ning is being required by special provision, the contractor 48 will be required to collect and report haining data. The employment data should reflect the work force on board during all or any part of the last payroll period preced¡ng the end of July. I1I. NONSEGREGATEO FACILITIES Thís provision is applicable to all Federal-aid construction contracts and to all related construction subcontracts of $10,000 or more. The contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, rel¡gion, sex, or national origin cannot result. The contractor may neither require such segregated use by wr¡tten or oral polic¡es nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term "facilities" includes wait¡ng rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing prov¡ded for employees. The contractor shall provide separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS.BACON AND RELATED ACT PROVISIONS This section is applicable to all Federal-aid construction projects exceed¡ng $2,000 and to all related subcontracts and lower-tier subcontracts (regardless of subcontract size). The requirements apply to all projects located within the right-of- way of a roadway that is functionally classified as Federal-aid highway. This excludes roadways functionally classified as local roads or rural minor collectors, which are exempt. Contracting agencies may elect to apply these requirements to other projects. The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 "Conhact provisions and related matters" w¡th minor revisions to conform to the FHWA- 1273format and FHWA program requirements. l. Minimum wages a. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1 (b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.d. of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(aX4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph 1.b. of this section) and the Davis-Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b. (1 ) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting offìcer shall approve an additional classification and wage rate. and fringe benefits therefore only when the following criteria have been met: (i) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) lf the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Adminishation, U.S. Department of Labor, Washington, DC 20210. The Adminishator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (3) ln the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contract¡ng officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. The Wage and Hour Administrator, or an authorized representat¡ve, will issue a determination within 30 days of receipt and so advise the contracting officer or 49 will notify the contracting officer within the 30-day period that additional time ¡s necessary. (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or l.b.(3) of this section, shall be paid to all workers performing work in the classification under thls contract from the first day on which work is performed in the classification. c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics Includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. d. lf the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards ofthe Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding The contracting agency shall upon ¡ts own act¡on or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally- assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechan¡cs, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. ln the event offailure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and basic records a. Payrolls and basic records relat¡ng thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and soc¡al security number of each such worker, his or her correct classif¡cation, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1 (b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in sect¡on 1(bX2XB) of the Davis- Bacon Act, the contractor shall maintain records which show that the commitment to provide such benef¡ts is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written ev¡dence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. b. (1) The contractor shall submit weekly for each week in which any contract work ¡s performed a copy of all payrolls to the contracting agency. The payrolls subm¡tted shall set out accurately and completely all of the ¡nformation required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. lnstead the payrolls shall only need to include an individually identifying number for each employee ( e.g. , the last four digits of the employee's soc¡al security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. lt is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the contracting agency.. (2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the follow¡ng: (i) That the payroll for the payroll period contains the information required to be provided under $5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under 55.5 (aX3X¡) of Regulations, 29 CFR part 5, and that such information is correct and complete; (ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or ind¡rectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determinat¡on incorporated into the contract. 50 (3) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 3.b.(2) of this section. (4) The falsification of any of the above certifìcations may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 oftitle 18 and section 231 of title 31 of the United States Code. c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. lf the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, after written notice to the contractor, the contracting agency or the State DOT, take such action as may be necessary to cause the suspension of any further payment, advance, or guârantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.1 2. 4. Apprentices and trainees a. Apprentices (programs of the USDOL). Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprent¡ce in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. ln addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the rat¡os and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. lf the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. ln the event the Office of Apprenticeship Training, Employer and Labor Services, ora State Apprenticeship Agency recognized by the Otfice, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. b. Trainees (programs of the USDOL). Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. lf the hainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determ¡nat¡on unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. ln addition, any trainee performing work on the job s¡te in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. ln the event the Employment and Training Administration withdraws approval of a training program, the contractor w¡ll no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportun¡ty requirements of Executive Order 11246, as amended, and 29 CFR part 30. 51 d. Apprentices and Trainees (programs of the U.S. DOT) Apprentices and tra¡nees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal-aid highway construction programs are not subject to the requirements of paragraph 4 of this Section lV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and tra¡nees to journeymen shall not be greater than permifted by the terms of the particular program. 5. Compliance with Gopeland Act requ¡rements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts and also require the subcontractors to include Form FHWA-1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. 7, Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Davis-Bacon and Related Act requirements. All rulings and interpretations of the Davis- Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes concern¡ng labor standards. Disputes aris¡ng out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10, Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or f¡rm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5. f 2(a)(1 ). b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 1B U.S.C. 1001. V. CONTRACTWORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal-aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages. ln the event of any violation of the clause set forth in paragraph (1 .) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. ln addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a terr¡tory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1 .) of this section, in the sum of $1 0 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section. 3. Withholding for unpaid wages and liquidated damages, The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same pr¡me contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts, The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1 .) through (4.) of this sect¡on- 52 VI. SUBLETT¡NG OR ASSIGNING THE CONTRACT This provision is applicable to all Federal-aid construction contracts on the National Highway System. 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a. The term "perform work with its own organization" refers to workers employed or leased by the prime contractor, and equipment owned or rented by the prime contractor, with or w¡thout operators. Such term does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this term if the prime contractor meets all of the following conditions: (1) the prime contractor maintains control over the supervision of the day{o-day activities of the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. b. "Specialty ltems" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph (1) of Section Vl is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting offìcer determines is necessary to assure the performance of the contract. 4. No portion ofthe contract shall be sublet, assigned or othenivise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. 5. The 30% self-performance requirement of paragraph (1) is not applicable to design-build contracts; however, contracting agencies may establish their own self-performance requirements. Vll. SAFETY: ACCIDENT PREVENTION T h i s p r o vi si o n i s applicabletoallFederal-aid construction contracts and to all related subcontracts- 1 . ln the performance of this conhact the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as ¡t determines, or as the contract¡ng officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. lt is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Conhact Work Hours and Safety Standards Act (40 U.S.C. 3704). 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 1 07 of the Conhact Work Hours and Safety Standards Act (40 u.s.c.3704). VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS T h i s p ro vi si o n i s applicabletoallFederal-aid construct¡on contracts and to all related subcontracts. ln order to assure high quality and durable construct¡on in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, supplíers, and workers on Federal- aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA-'|022 shall be posted on each Federal-aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: 53 18 U.S.C. 1020 reads as follows "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quant¡ty, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submifted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal-aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. By submission of this bid/proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer, Federal-aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts, lower-t¡er subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transact¡on requiring FHWA approval or that is estimated to cost $25,000 or more - as defined in 2 CFR Parts 180 and 1200. 1. lnstructions for Certification - F¡rst Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant ¡s providing the certificat¡on set out below. b. The inability of a person to provide the certification set out below will not necessar¡ly result in denial of participation in this covered transact¡on. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certifìcation or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. lf it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the conkacting agency may terminate lhis transaction for cause of default. d. The prospective first tier participant shall provide immediate written not¡ce to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 1 B0 and '1200. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the pr¡me or general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier partic¡pant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transact¡on with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, lneligibility and Voluntary Exclusion-Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification ¡s errrJneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to part¡cipate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website lhltpslv'¡ww.epls.oov/), which is compiled by the General Services Administration. 54 i. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transact¡on with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - First Tier Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals: (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency; (2) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification; and (4) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. lnstructions for Certification . Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in thís clause is a material representation of fact upon which reliance was placed when this transaction was entered into. lf it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency w¡th which this transaction originated may pursue available remedies, including suspension andior debarment. c. The prospective lower tier participant shall provide immediate wriften notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that ¡ts certif¡cat¡on was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 1 80 and 1200. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, lneligibility and Voluntary Exclusion-Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to part¡cipate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (httpgüwww.epls.qov/), which is compiled by the General Services Administration. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debaned, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the 55 department or agency with which th¡s transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, lneligibility and Voluntary Exclusion-Lower Tier Participants: 1. The prospective lower tier participant certifìes, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certificat¡on, such prospective participant shall attach an explanation to this proposal. XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal-aid construction contracts and to all related subcontracts which exceed $100,000 (49 cFR 20). 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. lf any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $1 00,000 and that all such recipients shall certify and disclose accordingly. 56 ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS This provision is applicable to all Federal-aid projects funded under the Appalachian Regional Development Act of 1965. 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not availâble. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collect¡ve bargaining contract, provided that the number of nonresident persons employed under this subparagraph (1 c) shall not exceed 20 percent of the total number of employees employed by the conhactor on the contract work, except as provided in subparagraph (4) below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the Iaborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which the participant estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. lf during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the partic¡pant shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not requ¡red to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. lf, within one week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will fon¡vard a certificate to the contractor indicating the unavailab¡lity of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provis¡ons of subparagraph (1c) above. 5. The provisions of 23 CFR 633.207(e) allow the contract¡ng agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region. 6. The contractor shall include the provisions of Sections I through 4 of this Attachment A ¡n every subcontract for work which is, or reasonably may be, done as on-site work. 57 Proposal for lncorporating Recycled Materials into the Project ln compliance with a new law that went into effect January 1, 2016 (SHB1695), the Bidder shall propose below, the total percent of construction aggregate and concrete materials to be incorporated into the Project that are recycled materials. Calculated percentages must be within the amounts allowed in Section 9-03.21(1)E, Table on Maximum Allowable Percent (By Weight) of Recycled Material, of the Standard Specifications. Proposed total percentage:3 percent. Nofe; Use of recycled materials is highly encouraged within the timits shown above, but does not constitute a Bidder Preference, and will not affect the determination of award, unless two or more lowest responsive Bid totals are exactly equal, in which case proposed recycling percentages will be used as a tie-breaker, per the APWA GSP in Section 1-03.1 of the Special Provisions. Regardless, the Bidder's stated proposed percentages witt become a goatthe Contractor should do Ís besf to accomplish. Bidders will be required to report on recycled materials actually incorporated into the Project, in accordance with the APWA GSP in Section 1-06.6 of the Special Provisions. Bidder: Signature of Authorized Official Date 58 This chanoe order form is for examole purooses onlv. Bv submittinq a bid, the bidder aqrees to be bound bv the terms of this chanoe order form for anv chanqe orders. CHANGE ORDER NO. [Enter # lr 2, 3, etc.] NAME OF CONTRACTOR: llnsert Companv Namel (',Contractor,') CONTRACT NAME & PROJECT NUMBER:llnsert Name of Original Contract & Project #. if aoplicable] ORIGINAL CONTRACT DATE: [Insert Date Original Contract was Signed] This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section 1 of the Contract is hereby modified to revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and datel 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 $ Meet Me on Meeker (Russell - GRE)/AImaroof Federal Aid Number: STPUL- 1068(002) Project Number: 19-3028 59 August 31, 2O2O Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (+) for this Change Order working days Revised Time for Completion (insert date) In accordance with Sections L-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 consístent 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. Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 co By Print Name:Iß Owner (t¡tte) DATE:9.22,2020 CITY OF KENT: By (signature) Print Name: Timothv J. LaPorte. P.E. I fc Prrhlic VVorkc Di r (t¡ile) DATE: APPROVED AS TO FORM: (applicable if Mayor's s¡gnature required) Kent Law Department 60 August 31, 2O2O 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 Bid Document Contents.............. Invitation to 8id......,. Information for Bidders ....,,....... Contractor Compliance Statement, Date Have/have not participated acknowledgment Signature and address.....,......... Declaration - City of Kent Equal Employment Opportunity Policy Date and signature Administrative Policy Proposal. First line of proposal - filled in ............. Unit prices are correct Proposal Signature Page.......,. AII Addenda acknowledged Date, signature and address Bid Bond Form ........ Signature, sealed and dated Power of Attorney (Amount of bid bond shall equal 5o/o oi the total bid amount) Contractor's Qua lification Statement Complete and notarized ....,.,,,.... Statement that B¡dder Has Not Been Disqualified Certification of Compliance with Wage Payment Statutes.... Subcontractor List (contracts over glM - HVAC, Plumbing, & Electrical).....,...........,,.. Subcontractors Iisted properly.,., Signature Subcontractor List (contracts over $1M - Structural Steel& Rebar Installat¡on)......... Subcontractors Iisted properly.... Date and signature Local Agency Subcontractor L¡st ..,,....... Combined Declaration Form ...,..... Signature Non-Collusion Declaration....,,..,., Local Agency Certification for Federal-Aid Contracts Local Agency Underutilized Disadvantaged Business Enterprise Utilization Certification,,........,.,. Underutilized Disadvantaged Business Enterprise (UDBE) Bid Item Breakdown Form,..,.... Underutilized Disadvantaged Business Enterprise (UDBE) Trucking Credit Form......... Local Agency Underutilized Disadvantaged Business Enterprise Wr¡tten Conformation Document ............. Required Contract Provisions Federal-Aid Construction Contracts Proposal for Incorporating Recycling Materials ¡nto the Project Change Order Form...,..,.. Bidder's Checklist The following forms are to be executed afterthe Contract is awarded:A) CONTRACT This agreement is to be executed by the successful bidder.B) PAYMENT AND PERFORI4ANCE BONp To be executed by the successful bidder and its surety company. The following form is to be executed afterthe Contract is completed:A) CITY OF KENT EOUAL EMPTOYMENT OPPORTUNITY COMPTIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Meet Me on Meeker (Russell - GRE)/Almaroof 61 August 3L,2O2O Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 tr tr tr tr tr tr tr tr tr tr tr tr tr E E tr tr tr tr u tr tr tr tr tr tr tr tr tr tr tr tr tr tr tr tr tr tr tr tr E tr tr Meet Me on Meeker (Russell – GRE)/Almaroof September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 CONTRACT DOCUMENTS CONTENTS Contract ............................................................................................... 62 Performance Bond (272-002A) ................................................................ 68 Payment Bond (272-003A) ...................................................................... 69 THIS AGREEMENT, is en municipal corporation ("City"), CONTRACT tered into between the CIry OF KENT, a Washington and A.(ú r-\ fìEt\rEßAL cOUSßo¿n dU, I uc. located and doing "Contractor"). organized u business at e laws z\úfr nder th of the State of 1 WITN ESS 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: The Contractor shall do all work and furnish all tools, materials, and equipment for: Meet Me on Meeker (Russell - GRE) Sidewalk Improvements/ Federal Aid Number: STPUL-1068(OO2)lProject Number: 19-3028 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 2020 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 2020 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 seventy-five (75) 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 $I,428,43L.77. 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, 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. 2 3 Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 62 September 23,2O2O 4 5 It is further provided that no liability shall attach to the City by reason of enter¡ng into this contract, except as expressly provided herein. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, ifluries, 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 iryjuries 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 competentjurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily iryury 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. 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. 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. 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, 6 7 B Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(O02) Project Number: 1 9-3028 63 September 18, 2O2O CITY OF KENT BY: DANA RALPH, MAYOR DATE ATTEST KIMBERLEY A, KOMOTO, CITY CLERK APPROVED AS TO FORM KENT LAW DEPARTMENT CONTRACTOR BY PRINT NAME TITLE DATE ù. Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(OO2) Project Number: 1 9-3028 € 64 September 1A, 2O2O 10/20/2020 EXH I BIT A I NSURANCE REQU I REMENTS FOR CONSTRUCTION PROJECTS lnsurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for ir!uries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of lnsurance Contractor shall obtain insurance of the types described below 1 Gommercial General Liability insurance shall be written on ISO occurrence form CG O0 O1 or its equivalent, with minimum limits of $3,OOO,OOO per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,OOO,OOO per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The Gity shall be named as anAdditional lnsured under the Gontactor's Gommercial GeneralLiability insurance policy with respect to the work performed for the Gity. All endorsements adding Additional lnsureds shall be issued on form CG 2() 1O 11 85 or a form deemed equivalent, providing the Additional lnsureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles, Coverage shall be written on lnsurance Services Office (lSO) form CA OO O1 or a substitute form providing equivalent liability coverage. lf necessary, the policy shall be endorsed to provide contractual liability coverage. 3, Workers'Gompensation coverage as required by the lndustrial lnsurance laws of the State of Washington. B. Minimum Amounts of I nsurance Contractor shall maintain the following insurance limits: 1. Gommercial General Liability insurance shall be written with minimum limits of $3,OOO,OOO per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,OOO,OOO per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. Meet Me on Meeker (Russell - GRE)/Almaroof 65 september 18, 2o2o Federal Aid Number: STPUL-1068(OO2) Project Number: 19-3028 EXHIBIT A (Gontinued) 2, Automobile Liability insurance with a minimum combined single limit for bodily irjury and property damage of $1,OOO,OOO per accident. C. Other lnsurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. ïhe Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of lnsurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Gontractor's I nsurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences, E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the lnsurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 19-3028 2 66 September 1B,2O2O EXHIBIT A (Continued) F. Acceptability of lnsurers lnsurance is to be placed with insurers with a current A.M. Best rating of not less than A:Vll. G. Verification of Goverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. Meet Me on Meeker (Russell - GRE)/Almaroof Federal Aid Number: STPUL-1068(002) Project Number: 1 9-3028 67 September 18, 2O2O INSR ADDL SUBR LTR INSR WVD DATE (MM/DD/YYYY) PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE INSURER(S) AFFORDING COVERAGE NAIC # Y / N N / A (Mandatory in NH) ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? EACH OCCURRENCE $ DAMAGE TO RENTED $PREMISES (Ea occurrence)CLAIMS-MADE OCCUR MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ $ PRO- OTHER: LOCJECT COMBINED SINGLE LIMIT $(Ea accident) BODILY INJURY (Per person)$ANY AUTO OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS AUTOS ONLY HIRED PROPERTY DAMAGE $AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION $$ PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below POLICY NON-OWNED SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 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. 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 any rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORDACORD 25 (2016/03) ACORDTM CERTIFICATE OF LIABILITY INSURANCE Ohio Security Insurance Company The Ohio Casualty Insurance Company 10/19/2020 Propel Insurance Seattle Commercial Insurance 601 Union Street, Suite 3400 Seattle, WA 98101-1371 Trisha Thompson 800 499-0933 866 577-1326 trisha.thompson@propelinsurance.com AXUM General Construction, Inc. 27474 210th Avenue SE Maple Valley, WA 98038 24082 24074 A X X X BKW56882162 10/16/2020 10/16/2021 1,000,000 1,000,000 15,000 1,000,000 2,000,000 2,000,000 A X X X BAS56882162 10/16/2020 10/16/2021 1,000,000 B X X USO56882162 10/16/2020 10/16/2021 3,000,000 3,000,000 A N BKW56882162 WA Stop Gap 10/16/2020 10/16/2021 X 1,000,000 1,000,000 1,000,000 The General Liability, Auto Liability and Umbrella Liability policies include a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. RE: Project No. 19-3028 - Meet Me on Meeker (Russell-GRE) Sidewalk Improvements The City of Kent is included as Additional Insured, per the attached endorsement. City of Kent 400 West Gowe Kent, WA 98032 1 of 1 #S4333870/M4322764 AXUMGENEClient#: 165326 TT00 1 of 1 #S4333870/M4322764 This page has been left blank intentionally. 22126of56882162 N0174688 235 002144 22 126INSUREDCOPYPAGEOF West American Insurance Company AXUM GENERAL CONSTRUCTION,INC.(800)499-0933 27474 210th Ave SE PROPEL INSURANCE/TACOMA Maple Valley,WA 98038 PO BOX 2940 TACOMA,WA 98401-2940 BKW (21)56 88 21 62 From 10/16/2020 To 10/16/2021 1-844-325-2467 Coverage Is Provided In: Common Policy Declarations Named Insured Agent Policy Number: Policy Period: 12:01 am Standard Time at Insured Mailing Location In witness whereof,we have caused this policy to be signed by our authorized officers. Mark Touhey David Long Secretary President To report a claim,call your Agent or DS 70 21 11 16 SUMMARY OF LOCATIONS This policy provides coverage for the following under one or more coverage parts.Please refer to the individual Coverage Declarations Schedules,or,the individual Coverage Forms for locations or territory definition for that specific Coverage Part. 0001 27474 210th Ave SE,Maple Valley,WA 98038-3285 0002 27034 SE Kent Kangley Rd,Ravensdale,WA 98051-9584 POLICY FORMS AND ENDORSEMENTS This section lists the Forms and Endorsements for your policy.Refer to these documents as needed for detailed information concerning your coverage. FORM NUMBER TITLE CG 00 01 04 13 Commercial General Liability Coverage Form -Occurrence CG 01 81 05 08 Washington Changes CG 01 97 12 07 Washington Changes -Employment-Related Practices Exclusion CG 04 42 11 03 Stop Gap -Employers Liability Coverage Endorsement -Washington CG 04 50 05 08 Washington Changes -Who Is An Insured CG 21 06 05 14 Exclusion -Access Or Disclosure Of Confidential Or Personal Information And Data-Related Liability -With Limited Bodily Injury Exception CG 21 70 01 15 Cap on Losses from Certified Acts of Terrorism 23126of5688216200214423556882162 N0174688 235 002144 23 126INSUREDCOPYPAGEOF West American Insurance Company AXUM GENERAL CONSTRUCTION,INC.(800)499-0933 27474 210th Ave SE PROPEL INSURANCE/TACOMA Maple Valley,WA 98038 PO BOX 2940 TACOMA,WA 98401-2940 BKW(21)56 88 21 62 From 10/16/2020 To 10/16/2021 1-844-325-2467 Coverage Is Provided In: Common Policy Declarations Named Insured Agent Policy Number: Policy Period: 12:01 am Standard Time at Insured Mailing Location To report a claim,call your Agent or DS 70 21 11 16 POLICY FORMS AND ENDORSEMENTS -CONTINUED This section lists all of the Forms and Endorsements for your policy.Refer to these documents as needed for detailed information concerning your coverage. FORM NUMBER TITLE CG 21 76 01 15 Exclusion of Punitive Damages Related to a Certified Act of Terrorism CG 21 86 12 04 Exclusion -Exterior Insulation and Finish Systems CG 21 96 03 05 Silica or Silica-Related Dust Exclusion CG 22 79 04 13 Exclusion -Contractors -Professional Liability CG 24 26 04 13 Amendment of Insured Contract Definition CG 26 77 12 04 Washington -Fungi or Bacteria Exclusion CG 32 21 01 15 Washington Conditional Exclusion of Terrorism Involving Nuclear,Biological or Chemical Terrorism (Relating to Disposition of Federal Terrorism Risk Insurance Act) CG 70 02 01 01 General Endorsement CG 84 94 12 08 Exclusion -Consolidated Insurance Programs Wrap-Up CG 84 99 08 09 Non-Cumulation Liability Limits Same Occurrence CG 88 10 04 13 Commercial General Liability Extension CG 88 70 12 08 Construction Project(s)-General Aggregate Limit (Per Project) CG 88 77 12 08 Medical Expense At Your Request Endorsement CG 89 27 10 09 Washington Exclusion -Asbestos CG 90 43 08 12 Additional Insured -Owners,Lessees or Organizations -Scheduled Person or Organization -Including Primary/Noncontributory and Waiver of Subrogation Rights CG 90 44 08 12 Additional Insured -Owners,Lessees or Contractors -Completed Operations - Including Primary and Non-Contributory and Waiver of Subrogation CG 91 98 06 15 Disclosure and Notice Concerning Fully Earned and Minimun Premium Endorsements CL 01 03 03 10 Common Policy Conditions -Washington CL 06 00 01 15 Certified Terrorism Loss 24126of56882162 N0174688 235 002144 24 126INSUREDCOPYPAGEOF West American Insurance Company AXUM GENERAL CONSTRUCTION,INC.(800)499-0933 27474 210th Ave SE PROPEL INSURANCE/TACOMA Maple Valley,WA 98038 PO BOX 2940 TACOMA,WA 98401-2940 BKW(21)56 88 21 62 From 10/16/2020 To 10/16/2021 1-844-325-2467 Coverage Is Provided In: Common Policy Declarations Named Insured Agent Policy Number: Policy Period: 12:01 am Standard Time at Insured Mailing Location To report a claim,call your Agent or DS 70 21 11 16 POLICY FORMS AND ENDORSEMENTS -CONTINUED This section lists all of the Forms and Endorsements for your policy.Refer to these documents as needed for detailed information concerning your coverage. FORM NUMBER TITLE CL 07 00 10 06 Virus or Bacteria Exclusion CL 08 11 09 18 Cannabis Items and Activities Exclusion CL 16 50 08 06 Conditional Nuclear,Biological,and Chemical Terrorism Exclusion CM 76 13 07 13 Waiver of Theft Deductible CM 89 15 06 20 Variable Deductible Endorsement CM 89 19 06 20 Valuation Of Equipment Leased Or Rented From Others IL 01 23 11 13 Washington Changes -Defense Costs IL 01 46 08 10 Washington Common Policy Conditions IL 01 98 09 08 Nuclear Energy Liability Exclusion Endorsement (Broad Form) IM 20 97 04 04 Amendatory Endorsement -Washington IM 70 00 04 04 Contractors’Equipment Coverage 1770of5688216200214523556882162 N0174688 235 002145 17 70INSUREDCOPYPAGEOF The Ohio Casualty Insurance Company USO (21)56 88 21 62 To report a claim,call your Agent or 1-844-325-2467 DS 70 23 01 08 Coverage Is Provided In:Policy Number: In witness whereof,we have caused this policy to be signed by our authorized officers. Mark Touhey David Long Secretary President POLICY FORMS AND ENDORSEMENTS This section lists all the Forms and Endorsements for your policy.Refer to these documents as needed for detailed information concerning your coverage. FORM NUMBER TITLE CN I9 01 10 71 Reporting A Commercial Claim 24 Hours A Day CU 60 02 06 97 Commercial Umbrella Coverage Form CU 60 39 01 15 Cap On Losses From Certified Acts Of Terrorism CU 60 40 01 15 Underlying Coverage Requirement For Certified Acts Of Terrorism CU 61 06 01 13 Auto Liability -Following Form CU 61 50 10 18 Contractors Limitation Endorsement CU 61 90 08 10 Washington Changes -Cancellation and Nonrenewal CU 63 44 06 97 Foreign Liability -Following Form CU 64 00 12 04 Exterior Insulation and Finish System -Exclusion CU 64 30 12 04 Washington -Fungi or Bacteria Exclusion CU 64 32 03 99 Washington Asbestos Exclusion CU 64 79 05 09 Exclusion -Recording and Distribution of Material or Information in Violation of the Law CU 64 82 10 17 Amendment -Electronic Data CU 64 87 10 05 Economic or Trade Sanctions Condition Endorsement CU 64 92 01 13 Mobile Equipment -Following Form 1870of56882162 N0174688 235 002145 18 70INSUREDCOPYPAGEOF The Ohio Casualty Insurance Company USO (21)56 88 21 62 To report a claim,call your Agent or 1-844-325-2467 DS 70 23 01 08 Coverage Is Provided In:Policy Number: POLICY FORMS AND ENDORSEMENTS -continued This section lists all the Forms and Endorsements for your policy.Refer to these documents as needed for detailed information concerning your coverage. FORM NUMBER TITLE CU 64 95 12 07 Waiver Transfer Rights of Recovery Against Others CU 65 08 01 15 Exclusion Of Punitive Damages Related To A Certified Act Of Terrorism CU 88 01 12 02 War Liability Exclusion CU 88 02 05 09 Non-Cumulation of Liability (Same Occurrence) CU 88 27 12 07 Washington Employment Related Practices Exclusion CU 88 30 07 14 General Amendatory Endorsement CU 88 39 07 14 Amendment of Definition of Insured CU 88 41 02 10 Amendment of Pollution Exclusion CU 89 19 01 13 Amendment of Watercraft Exclusion CU 89 21 07 15 Amendment of Aircraft Exclusion CU 89 31 01 07 Washington Conditional Exclusion Of Terrorism Involving Nuclear,Biological Or Chemical Terrorism (Relating To Disposition Of Federal Terrorism Risk Insurance Act) CU 89 40 05 16 Crisis Management Coverage CU 89 45 10 14 Access or Disclosure Of Confidential Or Personal Information And Data-Related - Liability with Limited Bodily Injury Exception Exclusion 1876of09/10/20 56882162 N0174688 235 NCAFPPNO 002146 18 76INSUREDCOPYPAGEOF Ohio Security Insurance Company AXUM GENERAL CONSTRUCTION,INC.(800)499-0933 27474 210th Ave SE PROPEL INSURANCE/TACOMA Maple Valley,WA 98038 PO BOX 2940 TACOMA,WA 98401-2940 BAS (21)56 88 21 62 From 10/16/2020 To 10/16/2021 1-844-325-2467 Coverage Is Provided In: Common Policy Declarations Named Insured Agent Policy Number: Policy Period: 12:01 am Standard Time at Insured Mailing Location In witness whereof,we have caused this policy to be signed by our authorized officers. Mark Touhey David Long Secretary President To report a claim,call your Agent or DS 70 21 11 16 POLICY FORMS AND ENDORSEMENTS This section lists all the Forms and Endorsements for your policy.Refer to these documents as needed for detailed information concerning your coverage. FORM NUMBER TITLE STATE(S)Applicable AC 00 31 01 14 Changes In Your Policy WA AC 01 15 08 17 Washington Changes WA AC 84 59 06 14 State Application Of Terrorism Exclusion Endorsements Involving Nuclear,WA Biological Or Chemical Terrorism AC 85 01 06 18 Business Auto Coverage Enhancement Endorsement WA CA 00 01 03 06 Business Auto Coverage Form WA CA 21 34 01 08 Washington Underinsured Motorists Coverage WA CA 23 45 11 16 Public or Livery Passenger Conveyance and On -Demand Delivery Services WA Exclusion CA 23 85 01 06 Exclusion of Terrorism Involving Nuclear,Biological or Chemical Terrorism WA CA 23 87 01 06 Exclusion of Terrorism Involving Nuclear,Biological or Chemical Terrorism Above WA Minimum Statutory Limits 1976of5688216200214623509/10/20 56882162 N0174688 235 NCAFPPNO 002146 19 76INSUREDCOPYPAGEOF Ohio Security Insurance Company AXUM GENERAL CONSTRUCTION,INC.(800)499-0933 27474 210th Ave SE PROPEL INSURANCE/TACOMA Maple Valley,WA 98038 PO BOX 2940 TACOMA,WA 98401-2940 BAS (21)56 88 21 62 From 10/16/2020 To 10/16/2021 1-844-325-2467 Coverage Is Provided In: Common Policy Declarations Named Insured Agent Policy Number: Policy Period: 12:01 am Standard Time at Insured Mailing Location To report a claim,call your Agent or DS 70 21 11 16 POLICY FORMS AND ENDORSEMENTS -CONTINUED This section lists the Forms and Endorsements for your policy.Refer to these documents as needed for detailed information concerning your coverage. FORM NUMBER TITLE STATE(S)Applicable CA 23 89 01 06 Alaska Exclusion of Terrorism Involving Nuclear,Biological or Chemical WA Terrorism Above Minimum Statutory Limits CA 23 93 01 06 Washington Exclusion of Terrorism Involving Nuclear,Biological or Chemical WA Terrorism CA 85 47 12 93 Temporary Substitute Auto -Physical Damage Insurance WA CA 85 53 12 93 Recreational Trailers and Boat Trailers WA CA 99 03 03 06 Auto Medical Payments Coverage WA IL 01 23 11 13 Washington Changes -Defense Costs WA IL 01 46 08 10 Washington Common Policy Conditions WA IL 01 98 09 08 Nuclear Energy Liability Exclusion Endorsement (Broad Form)WA 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 – FELLOW EMPLOYEE EXTENSION – MANAGEMENT EMPLOYEES 6 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) W hile rented to you; or (2) W hile 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 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, 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 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. 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 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 II - 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 88 70 12 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 This page has been left blank intentionally. COMMERCIAL AUTO AC 85 01 06 18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASEREAD IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT 2017Liberty Mutual Insurance AC 85 01 06 18 Page 1 of 7Includes copyrighted material of Insurance Services Office Inc.,with its Permission. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGEFORM 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 EFFECTSCOVERAGE 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 RECOVERYAGAINST 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: "Trailers" with a load capacity of 3,000 pounds or less designed primarily for travel on public roads. 2017Liberty Mutual Insurance AC 85 01 06 18 Page 2 of 7Includes copyrighted material of Insurance Services Office Inc.,with its Permission. SECTION II - LIABILITY COVERAGE is amended as follows: 2. NEWLY FORMED OR ACQUIRED SUBSIDIARIES SECTION II - LIABILITY COVERAGE,Paragraph A.1. - 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 specificall y 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 under this 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 II - LIABILITY COVERAGE,Paragraph A.1. 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 II - 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. 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. 2017Liberty Mutual Insurance AC 85 01 06 18 Page 3 of 7Includes copyrighted material of Insurance Services Office Inc.,with its Permission. 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 provi- sion is added: SECTION II - 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 any one "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. 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. 2017Liberty Mutual Insurance AC 85 01 06 18 Page 4 of 7Includes copyrighted material of Insurance Services Office Inc.,with its Permission. 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 only for those ex- penses 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 lessor 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. 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 EFFECTSCOVERAGE 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 securi- ties. 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. 2017Liberty Mutual Insurance AC 85 01 06 18 Page 5 of 7Includes copyrighted material of Insurance Services Office Inc.,with its Permission. 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 exclu- sions 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 or transmits audio, visual or data signals, whether or not de- signed solely for the reproduction of sound, if the equipment is: (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 / LEASEGAP 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 Insur- ance 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". 2017Liberty Mutual Insurance AC 85 01 06 18 Page 6 of 7Includes 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. PARKEDAUTO 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. 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 incep- tion date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will 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. 2017Liberty Mutual Insurance AC 85 01 06 18 Page 7 of 7Includes copyrighted material of Insurance Services Office Inc.,with its Permission. 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 follow- ing: 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 "insureds" 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 by the 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. 24. PRIMARY AND NON-CONTRIBUTING IF REQUIRED BY WRITTEN CONTRACT OR WRITTEN AGREE- MENT The following is added to SECTION IV - BUSINESS AUTO CONDITIONS, General Conditions, B.5. 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 any time. This page has been left blank intentionally. CU 64 95 12 07 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against any person or organization for whom you perform work under a written contract that requires you to obtain this agreement from us to the extent that such insurance is provided by a policy listed in the Schedule of Underlying Insurance, and for no broader coverage than is provided by such policy. This endorsement does not change any other provisions of the policy. CU 64 95 12 07 This page has been left blank intentionally. Local Agency Performance Bond PERFORIIAHCE BOñID to [City of Kent or Countyt, WA Bond No. A29214491 The f0itv of . Kent=*-,.---or CounSJ, Washirgüon ([Cíty or CounÇJ) hae awarded ta ,{XUM General Constructiei_r1, Llg..(PrínciRal), a conkadt for lhe construction of the project desígnated as Meet Me on Meeker * ,Prcleú:No. t9-¡028 , in üòcationJ, Washington (Contrad), and Baítl FnncÁpalic required to furnígh a-6ónd-lor pe,íarmlnca of'an obrisäriö-ns urıðnhe contracr' ;55iäi[,'r-^iflrl',,Í,ïijlT,å'ü?,';ï;"""' The Princípal, "* - *-"Íili|8ffit -- (sureg), a corporation, organized under rhe taws of rhe srate of N-ery llarnBqh{ç* - -and licensåd to do bu¡ineac in the $tate of Washington ae sursty and named in the c¡lnent líet of .$urety Comparäñìffiffitte in---*- Federal Bonde' as published in thð Fêderal Regieter by the Audit Staff Bureau of Accounts, U.S. Treacury DeBt., are joínfly and ceverally held and firmly bound to the f0ity or CountyJ, in the sum of O¡re Million lrour l.Iundred'I'wenty l-iight llxrusand ** US Dolfare ($ t.qZ*.+St.ll ) Total Contract Amsunt, subjec't to the proúsíone hersin.tr*fiour I ndre¡l I'hirty One and'1711û0 Thie otatutory performance bond ehall become null and void, íf and when the Príncípal, íta heirs, exêcutorð, admíníetratoru, Êuts68sor!, or aeaþna shallwell andlaithlully perform all of the Princípal'e obligations undEr he Contrac{ and lullil} an terms and conditíons of all duly authorized modífisãtions, addÍtions, and c'hangee to said Contract that may herEaft6r bs made, at the tjme and ín fhe rnanner thsrein sp€cifi€d; and if such pertarmanæ obligations have not been fulfilled, thfs bond ehall remain lnlaræ and effeet. The Surety for value reaeivsd agrêos tåst no eltarlçIe, extêneion of tíme, allaraltan or addifon to the tßma of üre Contract the cpecifications ae*ompanying the Contract, or to the work to be performed undor the Contrac{ shall in any way affêct itB obligstion on thir bon<f, and waiveo notico of any change, extension af ltme, altsration or addition to the torms of $e Contract or tfie work pedormed. The Surety âgrêes that modíficatjonE and changes to the tsrng and conditiong of the Contract that increas€ the total ãtnount üo be paid lhe Principaf shall aulomaltælly íncræse the obligation of the Sureg on ftÍs bord and nolioe to Sursty íc not reguíred for euch íncreased ôblígãtion. Ïhis bond may be executed in two (2) origínal count€rparts, and shall be signed by the parties' duly aulhorizad olfianrs. Thís bond will only be aæapled if it ía accompenied by a fully exec,ttlød and original poøer of attonrey far the oÍfiæ exaetting on behalf of the surety ï'his bond is el'lì¡ctive October 8,202A. PAL SURETY:'I'he Ohio Casualty Insurance Company lo.l L,,LO Inc. tala . tb.7J) Surety Signature KatharineJ. Snider Dats l0t8n(nt 1ítla Prlnted Name Datc PrÍnted Name Attomey-ir-Iract Date Tifle Ngms, addrssc, and telephone of local oÍfrælagenlaf $urfi Camparry iu Itrnpel Insuranee 601 tlnion Street, Suite 3400 seattle, wA 98101 2A6,676.4225 Approved a¡ to form: tOT F6\qX72402AEF tg2a12 or 68 CountyJ tato[City or Counfll Allorney,lÛity oî Kent October 19, 2020 Local Agency Payment Bond - Highway Gonstruction PUBLIC I'T'ORKS PAYi,IENT BOHD to [City of Kent_or Countyl, tflA Bond No. CI2321448t Thalãiþt of . Kent---or CountyJ, Washington ([City or Countyl) has awarded to AXtiMQ,rneral e=o4.s¡-4rytion, htc..(Principal), aennt¡adfor the conslrudion of the Brqedóesignated ac Mcct Mc on Meeftcr * ,prgt& No, tq-to2g ,ínïoøtionl, Washíngton (Conlrac!,anósaidPrinapaì ís requíred undorüret6mã ottrix'Ca¡*raaßfurnieha payfiåntbıñd íit"-læord with Title 39.08 RevisÊd Code of Washington {RCW) and (where apptícabta} 60.29 RCW.*(ftusscll - ûltli) Sirlcwalk Iruproverncnts îhe prrncípar, ""t j[ïül¡!-::iii!b- -.- . (suraty) , a øorporatíon orsanizúrro"ItËiAl¡!'Srfg" ËU'#Liill'Wåä*i,o,- and lícsns€d to do busÍnees ín the State of t/Uash¡ngton as e urety and named ín the cunent list of ,Sureg Companiàs Aóßëpta-bfË in * Federel Bonde' as published ín lhe Fsderal Regieter by ths Audit Staff Bureau sf Accounts, U.$. Treacury Þept., are joinfly and r*vorally hald and lirmly bound to the [City or Countyl, in the sum of One Millisn fqur ¡Iundre,ct .I.rvcnty¡iglt. !_þg.]gqp-d-11 US Þollars ($ \Ary!:!:^,|3J-_ ) Total Contrac{ Amount, subjec{ tı6ö päôüs¡¿ìns Its_ie¡n.**J,'our Hundred'I'hirfy One an<| 7'1 1 ßA Thir rfatutory paymønl bond shall become null and void, íf and when the Prínapal, its heire, éxecutors, adminietrstore, suc06gsors, or aeeigne ghallpay allperaone in accordanos with RCW39.08,39.12, and60.28 íncluding allworl<are,laboran,mechanics, subcontracíors, and materialmgn, and all pereon wfio ghall euppfy such contrac-tor or subcontrãctor with proviaione and eupplier for the carryíng on of eudl work, and sll taxôs incuned on said Contract under Titleg 50 and 51 RCW and all taxes impof€d on the Principal under Title 82 RCW and if auch payment oblígat¡ons havê not been fulfilled, thie bond ehalf remain jn lult îaræ and effect. The $urety for value received âgtêeg that no change, extEn¿íon of time, alteratíon or addítion to the terme of ths Contrdct, the tpecifrælions accompanying the Contracl, or to the wo¡klø be performed under the Cçntracl.ehall in any way allad/.ils obfigation on thíe bond, and waivos notice of eny changee, exþnsion of time, altsratíon or addition to the ferms of the Contrad or tho work performed. The Suraty agre68 that modificatjane and changee to the tarmr and conditions of the Cöntractthåt incraaætha total amount tÕ be paíd the Pxinc¡pal shall autrcmatically íncreaee ths obligãtion of the Surety on this bond and notice to $urety íe not requfred lar sudl íncrdaæd obligatíon. Ïhí* bond may be executed intua (21onginal countBrperte, and shall be eígned by the parties'duly authorízed officere, Thíc bond will only be ãccepted if ít is accompenidby a fully exocuted and original powêrof âüorney for tha offica oxEcuting onbefialf afthe surery T'his bond is efïectivc as of October &, 2A20. PRfNCIPAL General Inc.SURETY;'fhc Ohi()Casualty Insurance Company trtr .l þ .2Ò Pnncipa|DateCIate ,tÇ. Surety Signature Katharine J. Snider Príntgd Name Dete PrÍnted Name Alkrrney-in-Fac( Datç ïítls ïitle Name, addrees, and telepho ne af læal olfi cat agent of $urety Company is: l'rqrel Inrurarrce 601 tJnion Strcct, Suitc 3400 seaflle, wA 98101 204.(t7(t.4225 Approved asta lonn: fÇity ar County] Aüomey, IA¡V of tûT Famz724otAEF tE/2012 Kent or 69 Countyl Datê October 19, 2020 w Libertv ]V[utuáI. This Poruer of Attomq/ lirr¡ts the ã€ts of those naned herein, anclth€y hãve no aìthority to bind the Conpary except ¡n the nünrnr ard tothe extent lÉrein stated, Liberty Mutual lnsurance Company The Ohio Casualty Insurance Company West Amer¡can Insurance C ompany POWE R OF ATTCIR NEY cerrÍficae Na 82t4061 - t23t4S gURETY KÍ{ü/VI.J ALL Llberty Vtftål irderúx laus Alleeon A. K a ãfiEs B amie e alldde execute, dtl.ese peßffs. üeretofis 28th day of .lufy , ?929 . Libeny Mnnl lrs$ärre Cürpsry Ttr Ofio (ætnfty fsuriarre Ccrpary IreuarreCørpory By M Cãrey, AssísÞrt Secrcüry Stãþ dPËiJÍ\SYLVANA Cü-myÕf N40f{f6üVËRY Onfis 28th eJayú JúV , 2t20 Wc/jempersrullyappearedDavidM Caru7, rnfuaekrude{EedldffEcfftobedTAesísbrÊsecrearydLiberry[4,tual Cørpry, Tlæ Oäo Casualty Crrparry, ard lÂbt Änrrican lrswarce Coûpårry, ard fìat ip, as sxft beirg arúsized so tr do, exeeüe he furcgoirg irrtumrt ftr ûìe frerclncortairnd bTsignírg mbeiuff dfe cøpaatio'a by ttnuelf as a dlyar.úprizedafficer, IN WIfNFSS i^¡lERËOF, I have læreurtostbcribed ny nam and affxed ny rørialsealat Kirg of Pnssia, Perrsylrar*a ørtfp day andyearfirstabwewitten By: ergsa ¡iont&, Tlfs Poil€r d AfrorrËy b nude ard execúed frsr.Ent lfr añ W auúuÍty d f,€ fdÍov!írg Ëylana ant Ar.úrrizatior d Tip Ohio Casrnþ lrntr¿¡re Cmpary, tibe'ty M"ûral Ir*uame Cmpary, ard WestAnerícån lnstrarre Co'rpar¡rrntieh resdLtio.s are rìü¡úin ft/lforce and efect readrg æ fdlons: ARTICTE V 'OFFICERS: Súm12. PcrìÉrofAttorney. Ary dficer ry otpr cfficial d Íæ Cuporatim ar¡fnrízed fs trat Ê¡pme in uritirg þ fie Clninran or tlp Presidert and súject to sxh líniøtisr æ the Chairnan or ss #,frlb PrËsideñt nry pescribe, shall appoirt srrh atarg/s"infacl as nwy M recessary tc act in behalf ary atld all $denakirgs, borrb, recogrízarces ard ofer surety odþtÍar. SLçh affinEÆ-irÞfäcl ha¡e full po¡er o t¡r.d úe Cüpot'r,Îim h7 dnir sþruû.¡e ard exeettion d ary swh ir6ûurErÌs dún Cøporatimto nuke, exæute, s4íectbü'E liníatíss setforû in sed, ackrun@e ard deliver as fuír rspctive ¡n¡eß dãüerna/, ard o athch üìe¡eto dr seal ddæ Copcratim \MBn so e¡<ecuþd, audïrity gråffÊd b ãry ø offcers gnrtirg strh repr{entåtive u atmrryJnfact uderireturerl,s sisll be æ birdrg æ if sígrrd t¡r d'n Presider* and attested tc b/ ür Seerctary. Ary wÊrú po¿ísiau cf d'is article nuy be woked at ary tine by tn Boad fp Chaírnur| tte Presi&rt s by tlre cfficø ARTICLr Xll - Execution of Contrâ(ts; Sectjür 5. Swety Bôrrls affJ Ufiþrâkirgs. ponerorat¡hcrity. Ary dcer d Úe Curpary auÛnrized fø tnt ppcse in witirg by the chairrrun or tle præiderç ard srÈiect b suh liniaüors æ tle cluínrsn ø üæ pesi&rn ney pescribe, shall ap6Írt smh ãffirq/*irþlãct, as nly be ræcessary t äct in bef¡alf of úre Corpery b nnkÊ, execu@, seal ækrunle$e ard ddiwr as sr"rety ary/ arìd all urderËkirgs, brrk, eccgrÍzances and oúer sultty odtgâttoï. 5 urh amrq¡s.infrct sut €ct to he linibtíorß set foúr in tlæk ¡espeaive po¡en d mon:y, slull have fl po¡er ro brd ü'e Conpnr¡t $ üeir sigrøtve ard executíon d ary swh ir6&ÍrÊrts a¡ìd ü] ðtÞch ùEreù] d'e seal of t'r.e CmTÊry. VvfÊn so execLfrërJ such ¡rËftrrerÍs shall be æ br.drg as if sigr,êd by d'Ë ¡xesí&rf ãnd ãftsed þ ún sæmry. Certificate of Designation - The PresidentdfeCørpany, actirg psl€nttotlE Bylæ$ düæ Cørpary, at#sizes Þavid M Carry ÆsisBrÊsËcreürytoãpFúrtsLEhaüonqÊ,in, fua as nuy be rËcessary b äct st beltlf d üæ Cørpar¡r u nake, Ð(ecúÊ, seåt acknoderfte ad &lÍver æ surúy an! af! alf r.rderøkirgs, borrb, recqgrÍzarres arrd cfrr iuety oilþatío"s. Authúrizåtion - tytnaninns ËorËerÊoffÉ Conparyls Boðd dDirecfls, tfc Cørporyco'serls úËtfacsiníl€ crnxharúcallyrepodxedstgñweú anlassisürtsærearydtæ úu sam føce ardefectas ü${h rmnelþaffixed lÞs ncf t:eeñ rqðked. lNïESTIIVOÍ{YW}iEREOF,ltìavelÉreLrÉosÊtryhardardaffxedúæseakdsaÍclCørpadestis 81lt Oayof* lQgloÞ{ *,2i¿VrJ_* 1912 1g1g 1991 Co t--U'llJ E tt)ooc'ı :t-o (ÞÍ, f 'irtE(ı Ë(ı c]c) o, o\f ç\IcoI e\¡af,ooIc) (o Io E OJ ûJ a3 fE ö w g OJ g TJ PAfi Nol¿ríâl96ål "fsreâ P ælêltà, I'lûlãry P uMw UrpÉ/ Mári{rf, Twp., Monlgpnr€ry Coorfy W CëññJÉ,EIú¡' ËaÐr.|, t"iâtdt 28,2t21 1912 1919 1991 LMS-12873 LMIC OCIC WAIC Muki C6 12t19 Meet Me on Meeker (Russell – GRE)/Almaroof September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SPECIAL PROVISIONS CONTENTS PAGE INTRODUCTION .......................................................................... SP-1 DIVISION 1 GENERAL REQUIREMENTS ................................. SP-2 1-01 Definitions and Terms .................................................. SP-2 1-02 Bid Procedures and Conditions ...................................... SP-4 1-03 Award and Execution of Contract................................... SP-10 1-04 Scope of the Work ...................................................... SP-11 1-05 Control of Work .......................................................... SP-13 1-06 Control of Material ...................................................... SP-21 1-07 Legal Relations and Responsibilities to the Public ............. SP-23 1-08 Prosecution and Progress ............................................. SP-52 1-09 Measurement and Payment .......................................... SP-57 1-10 Temporary Traffic Control ............................................ SP-57 DIVISION 2 EARTHWORK ...................................................... SP-61 2-02 Removal of Structures and Obstructions ......................... SP-61 2-03 Roadway Excavation and Embankment .......................... SP-65 2-06 Subgrade Preparation .................................................. SP-65 2-07 Watering ................................................................... SP-66 DIVISION 4 BASES ................................................................ SP-67 4-03 Gravel Borrow ............................................................ SP-67 4-04 Ballast and Crushed Surfacing ...................................... SP-68 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .......... SP-70 5-02 Bituminous Surface Treatment ...................................... SP-70 5-04 Hot Mix Asphalt .......................................................... SP-70 5-05 Cement Concrete Pavement ......................................... SP-100 DIVISION 6 STRUCTURES ..................................................... SP-103 6-07 Painting ..................................................................... SP-103 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS .......... SP-105 7-04 Storm Sewers ............................................................ SP-105 7-05 Manholes, Inlets, Catch Basins, and Drywells .................. SP-106 7-08 General Pipe Installation Requirements .......................... SP-111 7-15 Service Connections .................................................... SP-116 DIVISION 8 MISCELLANEOUS CONSTRUCTION ..................... SP-121 8-01 Erosion Control and Water Pollution Control .................... SP-121 8-02 Roadside Restoration ................................................... SP-124 8-03 Irrigation Systems ...................................................... SP-135 Meet Me on Meeker (Russell – GRE)/Almaroof September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SPECIAL PROVISIONS CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION SP-137 8-04 Curbs, Gutters, and Spillways ....................................... SP-137 8-05 Pavers ....................................................................... SP-138 8-09 Raised Pavement Markers ............................................ SP-139 8-12 Chain Link Fence and Wire Fence .................................. SP-140 8-14 Cement Concrete Sidewalks ......................................... SP-142 8-19 Street Furniture .......................................................... SP-148 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical ........................... SP-149 8-21 Permanent Signing ...................................................... SP-155 8-22 Pavement Marking ...................................................... SP-157 8-23 Temporary Pavement Markings ..................................... SP-165 8-26 Meeker Street Accent Bollard Lighting ............................ SP-165 8-28 Pothole Utilities .......................................................... SP-167 8-30 Project Signs .............................................................. SP-168 8-31 Bollards ..................................................................... SP-169 8-33 Tree/Stump Removal .................................................. SP-170 DIVISION 9 MATERIALS ........................................................ SP-173 9-03 Aggregates ................................................................ SP-173 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls .................. SP-175 9-14 Erosion Control and Roadside Planting ........................... SP-175 9-15 Irrigation System ........................................................ SP-180 9-28 Signing Materials and Fabrication .................................. SP-184 9-29 Illumination, Signal, Electrical ....................................... SP-185 9-30 Water Distribution Materials ......................................... SP-191 KENT STANDARD PLANS ............................................................. A-1 WSDOT STANDARD PLANS .......................................................... A-2 TRAFFIC CONTROL PLANS .......................................................... A-3 PREVAILING WAGE RATES .......................................................... A-4 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 1 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2020 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter “Standard Specifications”). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) (May 1, 2013 Kent Special Provisions) Also incorporated into the Contract Documents by reference are:  Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any  Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition  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;  Manual on Uniform Traffic Control Devices for Streets and Highways, current edition  American Water Works Association Standards, current edition;  The current edition of the “National Electrical Code.” Responsibility for obtaining these publications rests with the Contractor. Contractor shall obtain copies of these publications, at Contractor’s own expense. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 2 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The Kent Special Provisions (“Kent Special Provisions” or “KSP”) modify and supersede any conflicting provisions of the 2020 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 DESCRIPTION OF WORK (March 13, 1995, WSDOT GSP) This Contract provides for the improvement of Meeker Street between Russell Road and approximately 700 feet east of Russell Road. This project includes the installation of new concrete sidewalks, landscaping, irrigation, asphalt overlay, traffic loops, channelization, street lighting, and pedestrian lighting all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (January 4, 2016 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 3 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms “Department of Transportation”, “Washington State Transportation Commission”, “Commission”, “Secretary of Transportation”, “Secretary”, “Headquarters”, and “State Treasurer” shall be revised to read “Contracting Agency”. All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated location”. All references to “final contract voucher certification” shall be interpreted to mean the Contracting Agency form(s) by which final payment is authorized, and final completion and acceptance granted. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Bond The definition in the Standard Specifications for “Contract Bond” applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 4 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Contract Documents See definition for “Contract”. Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency’s acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders DELETE THIS SECTION AND REPLACE WITH THE FOLLOWING: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications (Kent Special Provisions) Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. 1-02.4(1) General (August 15, 2016 APWA GSP Option A) The first sentence of the last paragraph is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, must request the explanation or interpretation in writing soon enough to allow a written reply to reach all prospective Bidders before the submission of Meet Me on Meeker (Russell – GRE)/Almaroof SP - 5 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 their Bids. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 1-02.5 Proposal Forms (Kent Special Provisions) Prospective bidders may obtain Bid Documents including a “Bid Proposal” for the advertised project by downloading at no charge at KentWA.gov/doing- business/bids-procurement; 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. 1-02.6 Preparation of Proposal (May 28, 2020 APWA GSP) Supplement this section with the following: The Bidder shall submit with the Bid a completed Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification, when required by the Special Provisions. For each and every UDBE firm listed on the Bidder’s completed Underutilized Disadvantaged Business Enterprise Utilization Certification, the Bidder shall submit written confirmation from that UDBE firm that the UDBE is in agreement with the UDBE participation commitment that the Bidder has made in the Bidder’s completed Underutilized Disadvantaged Business Enterprise Utilization Certification. WSDOT Form 422 031U (Underutilized Disadvantaged Business Enterprise Written Confirmation Document) is to be used for this purpose. Bidder must submit good faith effort documentation only in the event the bidder’s efforts to solicit sufficient UDBE participation have been unsuccessful. The Bidder shall submit a UDBE Bid Item Breakdown form defining the scope of work to be performed by each UDBE listed on the UDBE Utilization Certification. If the Bidder lists a UDBE Trucking firm on the UDBE Utilization Certification, then the Bidder must also submit a UDBE Trucking Credit Form (WSDOT Form 272-058) documenting how the UDBE Trucking firm will be able to perform the scope of work subcontracted to them. Directions for delivery of the Underutilized Disadvantaged Business Enterprise Written Confirmation Documents, Underutilized Disadvantaged Business Enterprise Good Faith Effort documentation, UDBE Bid Item Breakdown Form and the UDBE Trucking Credit Form are included in Section 1-02.9. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 6 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Add the following new section: 1-02.6(1) Recycled Materials Proposal (January 4, 2016 APWA GSP) The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the project, using the form provided in the Contract Provisions. 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency-assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder’s officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety’s officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 1-02.7 Bid Deposit (Kent Special Provision) A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier’s Meet Me on Meeker (Russell – GRE)/Almaroof SP - 7 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 check, or a proposal bond (Surety bond). Any proposal bond shall be on the City’s bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. 1-02.9 Delivery of Proposal (December 19, 2019 APWA GSP Option C) Delete this section and replace it with the following: Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. To be considered responsive on a FHWA-funded project, the Bidder may be required to submit the following items, as required by Section 1-02.6:  UDBE Written Confirmation Document from each UDBE firm listed on the Bidder’s completed UDBE Utilization Certification (WSDOT 272-056U);  Good Faith Effort (GFE) Documentation  UDBE Bid Item Breakdown (WSDOT 272-054)  UDBE Trucking Credit Form (WSDOT 272-058) These documents, if applicable, shall be received either with the Bid Proposal or as a Supplement to the Bid. The documents shall be received no later than 48 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. If submitted after the Bid Proposal is due, the document(s) shall be submitted as follows: 1. By facsimile to the following FAX number: 253-856-6725 or 2. By e-mail to the following e-mail address: CityClerk@kentwa.gov All other information required to be submitted with the Bid Proposal must be submitted with the Bid Proposal itself, at the time stated in the Call for Bids. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 8 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Proposals that are received as required will be publicly opened and read as specified in Section 1-02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. The Contracting Agency will not open or consider any “Supplemental Information” (UDBE confirmations or GFE documentation) that is received after the time specified above, or received in a location other than that specified above. If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received at the office designated for receipt of bids as specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. 1-02.10 Withdrawing, Revising, or Supplementing Proposal (July 23, 2015 APWA GSP) Delete this section, and replace it with the following: After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and 2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received before the time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. 1-02.13 Irregular Proposals (December 19, 2019 APWA GSP) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 9 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Delete this section and replace it with the following: 1. A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized Proposal form furnished by the Contracting Agency is not used or is altered; c. The completed Proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete an Underutilized Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each UDBE firm listed on the Bidder’s completed UDBE Utilization Certification that they are in agreement with the bidder’s UDBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit UDBE Good Faith Effort documentation, if applicable, as required in Section 1- 02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bidder fails to submit a UDBE Bid Item Breakdown form, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; l. The Bidder fails to submit UDBE Trucking Credit Forms, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; m. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or n. More than one Proposal is submitted for the same project from a Bidder under the same or different names. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the Meet Me on Meeker (Russell – GRE)/Almaroof SP - 10 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 potential detriment of the Contracting Agency; c. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. 1-02.14 Disqualification of Bidders (May 17, 2018 APWA GSP, Option A) Delete this section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended. The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency reserves the right to request documentation as needed from the Bidder and third parties concerning the Bidder’s compliance with the mandatory bidder responsibility criteria. If the Contracting Agency determines the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency’s determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency’s final determination. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 11 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 If a minimum bid amount has been established for any item and the bidder’s unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.1(1) Identical Bid Totals (January 4, 2016 APWA GSP) Revise this section to read: After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie-breaker will be the Bidder with an equal lowest bid, that proposed to use the highest percentage of recycled materials in the Project, per the form submitted with the Bid Proposal. If those percentages are also exactly equal, then the tie- breaker will be determined by drawing as follows: Two or more slips of paper will be marked as follows: one marked “Winner” and the other(s) marked “unsuccessful”. The slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by the name of the firm as registered with the Washington State Department of Licensing. The slips shall be unfolded and the firm with the slip marked “Winner” will be determined to be the successful Bidder and eligible for Award of the Contract. Only those Bidders who submitted a Bid total that is exactly equal to the lowest responsive Bid, and with a proposed recycled materials percentage that is exactly equal to the highest proposed recycled materials amount, are eligible to draw. 1-03.7 Judicial Review (November 30, 2018 APWA GSP) Revise this section to read: Any decision made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 1-04 SCOPE OF THE WORK Meet Me on Meeker (Russell – GRE)/Almaroof SP - 12 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 1-04.2 Coordination of Contract Documents, Plans, Special Provisions,Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. Standard Specifications, 7. Contracting Agency’s Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 1-04.9 Use of Private Properties (Kent Special Provisions) 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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 13 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 1-04.11 Final Cleanup (Kent Special Provisions) 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 AND ADDING THE FOLLOWING NEW SECTIONS. (******) 1-05.4 City Provided Construction Staking 1-05.4(1) General (Kent Special Provision) New Section As used in this Section 1-05.4, the words, “stake,” “mark,” “marker,” or “monument” will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.4(2) through 1-05.4(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 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a Meet Me on Meeker (Russell – GRE)/Almaroof SP - 14 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 4:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. Refer to Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 regarding the disturbance of 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 48 hours for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. 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. 1-05.4(2) Roadway and Utility Surveys (Kent Special Provisions) New Section The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.4(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. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 15 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 1-05.4(3) Vacant 1-05.4(4) Control Stakes (Kent Special Provision) New Section Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. 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. 1-05.4(5) Staking Services (Kent Special Provision) New Section Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: 1. Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 16 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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. 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. 1-05.4(6) Survey Requests (Kent Special Provision) New Section It shall be the Contractor’s responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) 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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 17 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 roadway and interconnected. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor’s unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency’s rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency’s right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s failure to perform the work as required. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 18 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor’s request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon Meet Me on Meeker (Russell – GRE)/Almaroof SP - 19 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer’s right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s guaranties or warranties furnished under the terms of the contract. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: (******) 1-05.13 Superintendents, Labor, and Equipment of Contractor (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 20 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 1-05.14 Cooperation With Other Contractors (Kent Special Provisions) Details of known projects are as follows: CenturyLink’s contractor may be on West Meeker Street working on relocating and adjusting existing utilities located within the project working area. The contractor shall coordinate with CenturyLink’s contractor during construction. PSE’s contractor may be on W Meeker Street working on relocating existing utilities located within the project working area. The contractor shall coordinate with PSE’s contractor during construction. City’s contractor may be working on MMOM Project (Phase 1) to the west of Russell Road (south side of Meeker). The contractor shall coordinate his work with the construction activities in phase 1 project to the west of Russell Road. Add the following new section: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. 1-05.17 Oral Agreements (Kent Special Provision) New Section 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. 1-05.18 Referencing Existing Pavement Markings (Kent Special Provision) New Section Meet Me on Meeker (Russell – GRE)/Almaroof SP - 21 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The Contractor shall be responsible for referencing and documenting all existing pavement markings. The Contractor's referencing plans shall indicate reference points and offsets taken at consistent intervals sufficient to restore all pavement markings to original configuration within two inches unless otherwise noted on the plans. The Contractor shall demonstrate to the Engineer that referencing has been accomplished prior to performing any work which will remove or cover the existing markings. The Contractor shall also be responsible for laying out all temporary and permanent pavement markings to the existing locations or in modified locations as shown in the plans or directed by engineer. Pavement markings shall be replaced using the materials called for in these Specifications. 1-06 CONTROL OF MATERIAL Section 1-06 is supplemented with the following: Buy America (August 6, 2012 WSDOT GSP) In accordance with Buy America requirements contained in 23 CFR 635.410, the major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American-made materials only. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the foreign material used does not exceed one- tenth of one percent of the total contract cost or $2,500.00, whichever is greater. American-made material is defined as material having all manufacturing processes occurring domestically. To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements. Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform to the Buy America requirements because the initial melting and mixing of alloys to create the material Meet Me on Meeker (Russell – GRE)/Almaroof SP - 22 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 occurred in a foreign country. Manufacturing begins with the initial melting and mixing, and continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350- 109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350-109EF. 1-06.6 Recycled Materials (January 4, 2016 APWA GSP) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 23 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Delete this section, including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the supplier). The Contractor’s report shall be provided on DOT form 350-075 Recycled Materials Reporting. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or Meet Me on Meeker (Russell – GRE)/Almaroof SP - 24 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.4 Sanitation Health Hazards Section 1-07.4(2) is supplemented with the following: (May 13, 2020) COVID-19 Health and Safety Plan (CHSP) The Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP). The CHSP shall be prepared and Meet Me on Meeker (Russell – GRE)/Almaroof SP - 25 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 submitted as a Type 2 Working Drawing prior to beginning physical Work. The CHSP shall be based on the most current State and Federal requirements. If the State or Federal requirements are revised, the CHSP shall be updated as necessary to conform to the current requirements. The Contractor shall update and resubmit the CHSP as the work progresses and new activities appear on the look ahead schedule required under Section 1-08.3(2)D. If the conditions change on the project, or a particular activity, the Contractor shall update and resubmit the CHSP. Work on any activity shall cease if conditions prevent full compliance with the CHSP. The CHSP shall address the health and safety of all people associated with the project including State workers in the field, Contractor personnel, consultants, project staff, subcontractors, suppliers and anyone on the project site, staging areas, or yards. COVID-19 Health and Safety Plan (CHSP) Inspection The Contractor shall grant full and unrestricted access to the Engineer for CHSP Inspections. The Engineer (or designee) will conduct periodic compliance inspections on the project site, staging areas, or yards to verify that any ongoing work activity is following the CHSP plan. If the Engineer becomes aware of a noncompliance incident either through a site inspection or other means, the Contractor will be notified immediately (within 1 hour). The Contractor shall immediately remedy the noncompliance incident or suspend all or part of the associated work activity. The Contractor shall satisfy the Engineer that the noncompliance incident has been corrected before the suspension will end. SECTION 1-07.4(2) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 1-07.4(2) COVID-19 Job Site Requirements (Kent Special Provision) Before commencing any work on the Project site, the Contractor shall develop and post at each job site a comprehensive COVID-19 exposure control, mitigation, and recovery plan that complies with the Phase 1 Construction Restart COVID-19 Job Site Requirements issued by the Governor, or subsequent modifications or phase amendments as the Governor may issue. Contractor must further meet and maintain all requirements of the plan, including providing materials, schedules, and equipment required to comply with those job site requirements or any future adjustments that may be made Meet Me on Meeker (Russell – GRE)/Almaroof SP - 26 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 to job site requirements by the Governor or any applicable federal or state agency during the COVID-19 emergency. A copy of the COVID-19 job site safety plan, along with the identification and contact information for the COVID-19 Supervisor, shall be provided to the Engineer. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: (******) 1-07.6 Permits and Licenses (Kent Special Provision) The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: (******) A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages 1-07.9(1) General Section 1-07.9(1) is supplemented with the following: 1-07.9(1) (January 6, 2020 WSDOT GSP) The Federal wage rates incorporated in this contract have been established by the 43 Secretary of Labor under United States Department of Labor General Decision No. WA20200001. The State rates incorporated in this contract are applicable to all construction activities associated with this contract. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 27 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (April 2, 2007 WSDOT GSP) Application of Wage Rates for the Occupation of Landscape Construction State prevailing wage rates for public works contracts are included in this contract and show a separate listing for the occupation: Landscape Construction, which includes several different occupation descriptions such as: Irrigation and Landscape Plumbers, Irrigation and Landscape Power Equipment Operators, and Landscaping or Planting Laborers. In addition, federal wage rates that are included in this contract may also include occupation descriptions in Federal Occupational groups for work also specifically identified with landscaping such as: Laborers with the occupation description, Landscaping or Planting, or Power Equipment Operators with the occupation description, Mulch Seeding Operator. If Federal wage rates include one or more rates specified as applicable to landscaping work, then Federal wage rates for all occupation descriptions, specific or general, must be considered and compared with corresponding State wage rates. The higher wage rate, either State or Federal, becomes the minimum wage rate for the work performed in that occupation. Contractors are responsible for determining the appropriate crafts necessary to perform the contract work. If a classification considered necessary for performance of the work is missing from the Federal Wage Determination applicable to the contract, the Contractor shall initiate a request for approval of a proposed wage and benefit rate. The Contractor shall prepare and submit Standard Form 1444, request for Authorization of Additional Classification and Wage Rate available at http://www.wdol.gov/docs/sf1444.pdf, and submit the completed form to the Engineer’s office. The presence of a classification wage on the Washington State Prevailing Wage Rates For Public Works Contracts does not exempt the use of form 1444 for the purpose of determining a federal classification wage rate. 1-07.9(3) Apprentices Section 1-07.9(3) is supplemented with the following: (January 6, 2020 WSDOT GSP) Apprentice Utilization This Contract includes an Apprentice Utilization Requirement. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 28 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 No less than 15 percent of project Labor Hours shall be performed by Apprentices. Definitions For the purposes of this specification the following definitions apply: 1. Apprentice is a person enrolled in a State-approved Apprenticeship Training Program. 2. Apprentice Utilization Requirement is the Apprentice labor hours expressed as a percentage of the project Labor Hours. 3. Good Faith Effort (GFE) is used if the Contractor doesn’t meet the Apprentice Utilization Requirement. It describes the Contractor’s efforts to meet the Apprentice Utilization Requirement including but not necessarily limited to the specific steps as described elsewhere in this specification. 4. Labor Hours are the total hours performed by all workers receiving an hourly wage who are directly employed upon the project including hours performed by workers employed by the 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. 5. State-approved Apprenticeship Training Program is an apprenticeship training program approved by the Washington State Apprenticeship Council. Electronic Reporting The Contractor shall use the State L&I online Prevailing Wage Intent & Affidavit (PWIA) System to submit the “Apprentice Utilization Plan” and “Good Faith Effort” documentation. Reporting instructions are available in the application. Apprentice Utilization Plan The Contractor shall submit an “Apprentice Utilization Plan” by filling out the Apprentice Utilization Plan Form (WSDOT Form 424-004) within 30 calendar days of execution, demonstrating how and when they intend to achieve the Apprentice Utilization Requirement. The Plan shall be in sufficient detail for the Engineer to track the Contractor’s progress in meeting the utilization requirements and be updated and resubmitted as the Work progresses or when ordered by the Engineer. If the Contractor is unable to demonstrate ability to meet the Apprentice Utilization Requirement in their Apprentice Utilization Plan, they must submit GFE documentation to the State L&I online PWIA System for review and comment with their Apprentice Utilization Plan. The Contractor shall actively Meet Me on Meeker (Russell – GRE)/Almaroof SP - 29 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 seek out opportunities to meet the Apprentice Utilization Requirement during the construction Work. Contacts The Contractor may obtain information on State-approved Apprenticeship Training Programs by contacting the Department of Labor and Industries at: Specialty Compliance And 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 achieve the Apprentice Utilization Requirement, the Contractor shall submit to the State L&I online PWIA System GFE documentation for review and approval. The GFE documentation shall be submitted after Substantial Completion but no later than 30 days after Physical Completion. If GFE documentation was previously submitted as part of the Apprentice Utilization Plan, it shall be updated and resubmitted after Substantial Completion but no later than 30 days after Physical Completion. If the Contractor fails to submit GFE documentation or if the Engineer does not approve the GFE, the Contractor will be subject to disciplinary actions as allowed under WAC 468-16- 180. Good Faith Efforts The GFE shall describe in detail why the Contractor is not or was not able to attain the Apprentice Utilization Requirement. The GFE documentation shall address one or more of the following areas: 1. Correspondence on solicitation of Apprentices from a State-approved Apprenticeship Training Program(s), and the response from the solicited State-Approved Apprenticeship Training Program(s) when there is a lack of availability of Apprentices. 2. Provide documentation that shows Contract requirements for TERO, Special Training or Disadvantage Business Enterprise requirements affect the ability to obtain Apprentice Labor Hours on the Contract. 3. Provide documentation demonstrating what efforts the Contractor has taken to require Subcontractors to solicit and employ Apprentices. Documentation could be posters placed on site, emphasis in subcontracts about employing Apprentices, letters, memos or other correspondence from Contractor to Subcontractor that put an emphasis on employing Apprentices. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 30 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Contractors may receive a GFE credit for graduated Apprentice hours through the end of the calendar year for all projects worked on as long as the Apprentice remains continuously employed with the same Contractor they were working for when they graduated. If an Apprentice graduates during employment on a project of significant duration, they may be counted towards a GFE credit for up to one year after their graduation or until the end of the project (whichever comes first). Determination of whether or not Contract requirements were met in good faith will be made by subtracting the hours from the journeyman total reported hours for the project and adding them to the apprentice hour total. If the new utilization percentage meets the Contract requirement, the Contractor will be reported as meeting the requirement in good faith. Payment All costs incurred by the Contractor for complying with this specification shall be included in the Contract prices for the Bid items of Work involved. 1-07.9(5) Required Documents (January 3, 2020 APWA GSP) Delete this section and replace it with the following: General All “Statements of Intent to Pay Prevailing Wages”, “Affidavits of Wages Paid” and Certified Payrolls, including a signed Statement of Compliance for Federal-aid projects, shall be submitted to the Engineer and the State L&I online Prevailing Wage Intent & Affidavit (PWIA) system. Intents and Affidavits On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for themselves and for each firm covered under RCW 39.12 that will or has provided Work and materials for the Contract: 1. The approved “Statement of Intent to Pay Prevailing Wages” State L&I’s form number F700-029-000. The Contracting Agency will make no payment under this Contract until this statement has been approved by State L&I and reviewed by the Engineer. 2. The approved “Affidavit of Prevailing Wages Paid”, State L&I’s form number F700-007-000. The Contracting Agency will not grant Completion until all approved Affidavit of Wages paid for the Contractor and all Subcontractors have been received by the Engineer. The Contracting Agency will not release to the Contractor any funds retained under RCW 60.28.011 until “Affidavit of Prevailing Wages Paid” forms have been approved by State L&I and all of the approved forms have been submitted to the Engineer for every firm that worked Meet Me on Meeker (Russell – GRE)/Almaroof SP - 31 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 on the Contract. The Contractor is responsible for requesting these forms from State L&I and for paying any fees required by State L&I. Certified Payrolls Certified payrolls are required to be submitted by the Contractor for themselves, all Subcontractors and all lower tier subcontractors. The payrolls shall be submitted weekly on all Federal-aid projects and no less than monthly on State funded projects. Penalties for Noncompliance The Contractor is advised, if these payrolls are not supplied within the prescribed deadlines, any or all payments may be withheld until compliance is achieved. In addition, failure to provide these payrolls may result in other sanctions as provided by State laws (RCW 39.12.050) and/or Federal regulations (29 CFR 5.12). 1-07.11 Requirements for Nondiscrimination (December 19, 2019 APWA GSP, Option B) Supplement this section with the following: Disadvantaged Business Enterprise Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and USDOT’s official interpretations (i.e., Questions & Answers) apply to this Contract. Demonstrating compliance with these Specifications is a Condition of Award (COA) of this Contract. Failure to comply with the requirements of this Specification may result in your Bid being found to be nonresponsive resulting in rejection or other sanctions as provided by Contract. DBE Abbreviations and Definitions Broker – A business firm that provides a bona fide service, such as professional, technical, consultant or managerial services and assistance in the procurement of essential personnel, facilities, equipment, materials, or supplies required for the performance of the Contract; or, persons/companies who arrange or expedite transactions. Certified Business Description – Specific descriptions of work the DBE is certified to perform, as identified in the Certified Firm Directory, under the Vendor Information page. Certified Firm Directory – A database of all Minority, Women, and Disadvantaged Business Enterprises, including those identified as a UDBE, currently certified by Washington State. The on-line Directory is available to Bidders for their use in identifying and soliciting interest from DBE firms. The database is located under the Firm Meet Me on Meeker (Russell – GRE)/Almaroof SP - 32 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Certification section of the Diversity Management and Compliance System web page at: https://omwbe.diversitycompliance.com. Commercially Useful Function (CUF) – 49 CFR 26.55(c)(1) defines commercially useful function as: “A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, and installing (where applicable) and paying for the material itself. To determine whether a DBE is performing a commercially useful function, you must evaluate the amount of work subcontracted, industry practices, whether the amount the firm is to be paid under the contract is commensurate with the work it is actually performing and the DBE credit claimed for its performance of the work, and other relevant factors.” Disadvantaged Business Enterprise (DBE) – A business firm certified by the Washington State Office of Minority and Women’s Business Enterprises, as meeting the criteria outlined in 49 CFR 26 regarding DBE certification. A Underutilized Disadvantaged Business Enterprise (UDBE) firm is a subset of DBE. Force Account Work – Work measured and paid in accordance with Section 1-09.6. Good Faith Efforts – Efforts to achieve the UDBE COA Goal or other requirements of this part which, by their scope, intensity, and appropriateness to the objective, can reasonably be expected to fulfill the program requirement. Manufacturer (DBE) – A DBE firm that operates or maintains a factory or establishment that produces on the premises the materials, supplies, articles, or equipment required under the Contract. A DBE Manufacturer shall produce finished goods or products from raw or unfinished material or purchase and substantially alters goods and materials to make them suitable for construction use before reselling them. Reasonable Fee (DBE) – For purposes of Brokers or service providers a reasonable fee shall not exceed 5% of the total cost of the goods or services brokered. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 33 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Regular Dealer (DBE) – A DBE firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of a Contract are bought, kept in stock, and regularly sold to the public in the usual course of business. To be a Regular Dealer, the DBE firm must be an established regular business that engages in as its principal business and in its own name the purchase and sale of the products in question. A Regular Dealer in such items as steel, cement, gravel, stone, and petroleum products need not own, operate or maintain a place of business if it both owns and operates distribution equipment for the products. Any supplementing of regular dealers’ own distribution equipment shall be by long-term formal lease agreements and not on an ad-hoc basis. Brokers, packagers, manufacturers’ representatives, or other persons who arrange or expedite transactions shall not be regarded as Regular Dealers within the meaning of this definition. Underutilized Disadvantaged Business Enterprise (UDBE) – A DBE Firm that is underutilized based on WSDOT’s Disparity Study. UDBE Commitment – The dollar amount the Bidder indicates they will be subcontracting to be applied towards the UDBE Condition of Award Goal as shown on the UDBE Utilization Certification Form for each UDBE Subcontractor. This UDBE Commitment amount will be incorporated into the Contract and shall be considered a Contract requirement. Any changes to the UDBE Commitment require the Engineer’s approval. UDBE Condition of Award (COA) Goal – An assigned numerical amount specified as a percentage of the Contract. Initially, this is the minimum amount that the Bidder must commit to by submission of the Utilization Certification Form and/or by Good Faith Effort (GFE). UDBE COA Goal The Contracting Agency has established a UDBE COA Goal for this Contract in the amount of: 9% Crediting DBE Participation Subcontractors proposed as COA must be certified prior to the due date for bids on the Contract. All non-COA DBE Subcontractors shall be certified before the subcontract on which they are participating is executed. DBE participation is only credited upon payment to the DBE. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 34 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The following are some definitions of what may be counted as DBE participation. DBE Prime Contractor Only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with its own forces and is certified to perform. DBE Subcontractor Only take credit for that portion of the total dollar value of the subcontract that is equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces and is certified to perform. The value of work performed by the DBE includes the cost of supplies and materials purchased by the DBE and equipment leased by the DBE, for its work on the contract. Supplies, materials or equipment obtained by a DBE that are not utilized or incorporated in the contract work by the DBE will not be eligible for DBE credit. The supplies, materials, and equipment purchased or leased from the Contractor or its affiliate, including any Contractor’s resources available to DBE subcontractors at no cost, shall not be credited. DBE credit will not be given in instances where the equipment lease includes the operator. The DBE is expected to operate the equipment used in the performance of its work under the contract with its own forces. Situations where equipment is leased and used by the DBE, but payment is deducted from the Contractor’s payment to the DBE is not allowed.When the subcontractor is part of a UDBE Commitment, the following apply: 1. If a UDBE subcontracts a portion of the Work of its contract to another firm, the value of the subcontracted Work may be counted toward the UDBE COA Goal only if the Lower-Tier Subcontractor is also a UDBE. 2. Work subcontracted to a Lower-Tier Subcontractor that is a DBE, but not a UDBE, may be counted as DBE participation but not counted toward the UDBE COA Goal. 3. Work subcontracted to a non-DBE does not count towards the UDBE COA Goal nor DBE participation. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 35 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 DBE Subcontract and Lower Tier Subcontract Documents There must be a subcontract agreement that complies with 49 CFR Part 26 and fully describes the distinct elements of Work committed to be performed by the DBE. DBE Service Provider The value of fees or commissions charged by a DBE firm behaving in a manner of a Broker, or another service provider for providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance specifically required for the performance of the contract will only be credited as DBE participation, if the fee/commission is determined by the Contracting Agency to be reasonable and the firm has performed a CUF. Force Account Work When the Bidder elects to utilize force account Work to meet the UDBE COA Goal, as demonstrated by listing this force account Work on the UDBE Utilization Certification Form, for the purposes of meeting UDBE COA Goal, only 50% of the Proposal amount shall be credited toward the Bidder’s Commitment to meet the UDBE COA Goal. One hundred percent of the actual amounts paid to the DBE for the force account Work shall be credited towards UDBE COA Goal or DBE participation. Temporary Traffic Control If the DBE firm is being utilized in the capacity of only “Flagging”, the DBE firm must provide a Traffic Control Supervisor (TCS) and flagger, which are under the direct control of the DBE. The DBE firm shall also provide all flagging equipment (e.g. paddles, hard hats, and vests). If the DBE firm is being utilized in the capacity of “Traffic Control Services”, the DBE firm must provide a TCS, flaggers, and traffic control items (e.g., cones, barrels, signs, etc.) and be in total control of all items in implementing the traffic control for the project. Trucking DBE trucking firm participation may only be credited as DBE participation for the value of the hauling services, not for the materials being hauled unless the trucking firm is also certified as a supplier of those materials. In situations where the DBE’s work is priced per ton, the value of the hauling service must be calculated separately from the value of the materials in order to determine DBE credit for hauling Meet Me on Meeker (Russell – GRE)/Almaroof SP - 36 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The DBE trucking firm must own and operate at least one licensed, insured and operational truck on the contract. The truck must be of the type that is necessary to perform the hauling duties required under the contract. The DBE receives credit for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. The DBE may lease additional trucks from another DBE firm. The DBE who leases additional trucks from another DBE firm receives credit for the value of the transportation services the lessee DBE provides on the Contract. The trucking Work subcontracted to any non-DBE trucking firm will not receive credit for Work done on the project. The DBE may lease trucks from a truck leasing company (recognized truck rental center), but can only receive credit towards DBE participation if the DBE uses its own employees as drivers. DBE Manufacturer and DBE Regular Dealer One hundred percent (100%) of the cost of the manufactured product obtained from a DBE manufacturer can count as DBE participation. If the DBE manufacturer is a UDBE, participation may count towards the UDBE COA Goal. Sixty percent (60%) of the cost of materials or supplies purchased from a DBE Regular Dealer may be credited as DBE Participation. If the role of the DBE Regular Dealer is determined to be that of a Broker, then DBE credit shall be limited to the fee or commission it receives for its services. Regular Dealer status and the amount of credit is determined on a Contract-by-Contract basis. If the DBE regular dealer is a UDBE, participation may count towards the UDBE COA Goal. DBE firms proposed to be used as a Regular Dealer must be approved before being listed as a COA/used on a project. The WSDOT Approved Regular Dealer list published on WSDOT’s Office of Equal Opportunity (OEO) web site must include the specific project for which approval is being requested. For purposes of the UDBE COA Goal participation, the Regular Dealer must submit the Regular Dealer Status Request form a minimum of five calendar days prior to bid opening. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 37 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Purchase of materials or supplies from a DBE which is neither a manufacturer nor a regular dealer, (i.e. Broker) only the fees orcommissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, can count as DBE participation provided the fees are not excessive as compared with fees customarily allowed for similar services. Documentation will be required to support the fee/commission charged by the DBE. The cost of the materials and supplies themselves cannot be counted toward as DBE participation. Note: Requests to be listed as a Regular Dealer will only be processed if the requesting firm is a material supplier certified by the Office of Minority and Women’s Business Enterprises in a NAICS code that falls within the 42XXXX NAICS Wholesale code section. Underutilized Disadvantaged Business Enterprise Utilization The requirements of this section apply to projects with a UDBE COA Goal. To be eligible for award of the Contract, the Bidder shall properly complete and submit an Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification with the Bidder’s sealed Bid Proposal, as specified in Section 1- 02.9 Delivery of Proposal. The Bidder’s UDBE Utilization Certification must clearly demonstrate how the Bidder intends to meet the UDBE COA Goal. A UDBE Utilization Certification (WSDOT Form 272-056U) is included in the Proposal package for this purpose as well as instructions on how to properly fill out the form. The Bidder is advised that the items listed below when listed in the Utilization Certification must have their amounts reduced to the percentages shown and those reduced amounts will be the amount applied towards meeting the UDBE COA Goal. • Force account at 50% • Regular dealer at 60% In the event of arithmetic errors in completing the UDBE Utilization Certification, the amount listed to be applied towards the UDBE COA Goal for each UDBE shall govern and the UDBE total amount shall be adjusted accordingly. Note: The Contracting Agency shall consider as non- responsive and shall reject any Bid Proposal Meet Me on Meeker (Russell – GRE)/Almaroof SP - 38 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 submitted that does not contain a UDBE Utilization Certification Form that accurately demonstrates how the Bidder intends to meet the UDBE COA Goal. Underutilized Disadvantaged Business Enterprise Written Confirmation Document(s) The requirements of this section apply to projects with a UDBE COA Goal. The Bidder shall submit an Underutilized Disadvantaged Business Enterprise (UDBE) Written Confirmation Document (completed and signed by the UDBE) for each UDBE firm listed in the Bidder’s completed UDBE Utilization Certification submitted with the Bid. Failure to do so will result in the associated participation being disallowed, which may cause the Bid to be determined to be nonresponsive resulting in Bid rejection.The Confirmation Documents provide confirmation from the UDBEs that they are participating in the Contract as provided in the Bidder’s Commitment. The Confirmation Documents must be consistent with the Utilization Certification. A UDBE Written Confirmation Document (WSDOT Form 422- 031U) is included in the Proposal package for this purpose. The form(s) shall be received as specified in the special provisions for Section 1-02.9 Delivery of Proposal. It is prohibited for the Bidder to require a UDBE to submit a Written Confirmation Document with any part of the form left blank. Should the Contracting Agency determine that an incomplete Written Confirmation Document was signed by a UDBE, the validity of the document comes into question. The associated UDBE participation may not receive credit. Selection of Successful Bidder/Good Faith Efforts (GFE) The requirements of this section apply to projects with a UDBE COA Goal. The successful Bidder shall be selected on the basis of having submitted the lowest responsive Bid, which demonstrates a good faith effort to achieve the UDBE COA Goal. The Contracting Agency, at any time during the selection process, may request a breakdown of the bid items and amounts that are counted towards the overall contract goal for any of the UDBEs listed on the UDBE Utilization Certification. Achieving the UDBE COA Goal may be accomplished in one of two ways: 1. By meeting the UDBE COA Goal Submission of the UDBE Utilization Certification, Meet Me on Meeker (Russell – GRE)/Almaroof SP - 39 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 supporting UDBE Written Confirmation Document(s) showing the Bidder has obtained enough UDBE participation to meet or exceed the UDBE COA Goal, the UDBE Bid Item Breakdown and the UDBE Trucking Credit Form, if applicable. 2. By documentation that the Bidder made adequate GFE to meet the UDBE COA Goal The Bidder may demonstrate a GFE in whole or part through GFE documentation ONLY IN THE EVENT a Bidder’s efforts to solicit sufficient UDBE participation have been unsuccessful. The Bidder must supply GFE documentation in addition to the UDBE Utilization Certification, supporting UDBE Written Confirmation Document(s), the UDBE Bid Item Breakdown form and the UDBE Trucking Credit Form, if applicable. Note: In the case where a Bidder is awarded the contract based on demonstrating adequate GFE, the advertised UDBE COA Goal will not be reduced. The Bidder shall demonstrate a GFE during the life of the Contract to attain the advertised UDBE COA Goal.GFE documentation, the UDBE Bid Item Breakdown form, and the UDBE Trucking Credit Form, if applicable, shall be submitted as specified in Section 1-02.9. The Contracting Agency will review the GFE documentation and will determine if the Bidder made an adequate good faith effort. Good Faith Effort (GFE) Documentation GFE is evaluated when: 1. Determining award of a Contract that has COA goal, 2. When a COA UDBE is terminated and substitution is required, and 3. Prior to Physical Completion when determining whether the Contractor has satisfied its UDBE commitments. 49 CFR Part 26, Appendix A is intended as general guidance and does not, in itself, demonstrate adequate good faith efforts. The following is a list of types of actions, which would be considered as part of the Bidder’s GFE to achieve UDBE participation. It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 40 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 1. Soliciting through all reasonable and available means (e.g. attendance at pre-bid meetings, advertising and/or written notices) the interest of all certified UDBEs who have the capability to perform the Work of the Contract. The Bidder must solicit this interest within sufficient time to allow the UDBEs to respond to the solicitation. The Bidder must determine with certainty if the UDBEs are interested by taking appropriate steps to follow up initial solicitations. 2. Selecting portions of the Work to be performed by UDBEs in order to increase the likelihood that the UDBE COA Goal will be achieved. This includes, where appropriate, breaking out contract Work items into economically feasible units to facilitate UDBE participation, even when the Bidder might otherwise prefer to perform these Work items with its own forces. 3. Providing interested UDBEs with adequate information about the Plans, Specifications, and requirements of the Contract in a timely manner to assist them in responding to a solicitation. a. Negotiating in good faith with interested UDBEs. It is the Bidder’s responsibility to make a portion of the Work available to UDBE subcontractors and suppliers and to select those portions of the Work or material needs consistent with the available UDBE subcontractors and suppliers, so as to facilitate UDBE participation. Evidence of such negotiation includes the names, addresses, and telephone numbers of UDBEs that were considered; a description of the information provided regardingthe Plans and Specifications for the Work selected for subcontracting; and evidence as to why additional agreements could not be reached for UDBEs to perform the Work. b. A Bidder using good business judgment would consider a number of factors in negotiating with subcontractors, including DBE subcontractors, and would take a firm’s price and capabilities as well as the UDBE COA Goal into consideration. However, the fact that there may be some additional costs involved in finding and using UDBEs is not in itself sufficient reason for a Bidder’s failure to meet the UDBE COA Goal, as long as such costs are reasonable. Also, the Meet Me on Meeker (Russell – GRE)/Almaroof SP - 41 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 ability or desire of a Bidder to perform the Work of a Contract with its own organization does not relieve the Bidder of the responsibility to make Good Faith Efforts. Bidders are not, however, required to accept higher quotes from UDBEs if the price difference is excessive or unreasonable. 4. Not rejecting UDBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities. The Bidder’s standing within its industry, membership in specific groups, organizations, or associations and political or social affiliations (for example union vs. non-union employee status) are not legitimate causes for the rejection or non-solicitation of bids in the Bidder’s efforts to meet the UDBE COA Goal. 5. Making efforts to assist interested UDBEs in obtaining bonding, lines of credit, or insurance as required by the recipient or Bidder. 6. Making efforts to assist interested UDBEs in obtaining necessary equipment, supplies, materials, or related assistance or services. 7. Effectively using the services of available minority/women community organizations; minority/women contractors’ groups; local, State, and Federal minority/women business assistance offices; and other organizations as allowed on a case-by-case basis to provide assistance in the recruitment and placement of UDBEs. 8. Documentation of GFE must include copies of each UDBE and non-DBE subcontractor quotes submitted to the Bidder when a non-DBE subcontractor is selected over a UDBE for Work on the Contract. (ref. updated DBE regulations – 26.53(b)(2)(vi) & App. A) Administrative Reconsideration of GFE Documentation A Bidder has the right to request reconsideration if the GFE documentation submitted with their Bid was determined to be inadequate. • The Bidder must request within 48 hours of notification of being nonresponsive or forfeit the right to reconsideration. • The reconsideration decision on the adequacy of the Bidder’s GFE documentation shall be made by an official who did not take part in the original Meet Me on Meeker (Russell – GRE)/Almaroof SP - 42 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 determination. • Only original GFE documentation submitted as a supplement to the Bid shall be considered. The Bidder shall not introduce new documentation at the reconsideration hearing. • The Bidder shall have the opportunity to meet in person with the official for the purpose of setting forth the Bidder’s position as to why the GFE documentation demonstrates a sufficient effort. • The reconsideration official shall provide the Bidder with a written decision on reconsideration within five working days of the hearing explaining the basis for their finding. UDBE Bid Item Breakdown The Bidder shall submit a UDBE Bid Item Breakdown Form (WSDOT Form 272- 54) as specified in the Special Provisions for Section 1- 02.9, Delivery of Proposal. UDBE Trucking Credit Form The Bidder shall submit a UDBE Trucking Credit Form (WSDOT Form 272-058), as specified in the Special Provisions for Section 1-02.9, Delivery of Proposal. Note: The UDBE Trucking Credit Form is only required for a UDBE Firm listed on the UDBE Utilization Certification as a subcontractor for “Trucking” or “Hauling” and are performing a part of a bid item. For example, if the item of Work is Structure Excavation including Haul, and another firm is doing the excavation and the UDBE Trucking firm is doing the haul, the form is required. For a UDBE subcontractor that is responsible for an entire item of work that may require some use of trucks, the form is not required. Procedures between Award and Execution After Award and prior to Execution, the Contractor shall provide the additional information described below. Failure to comply shall result in the forfeiture of the Bidder’s Proposal bond or deposit. 1. A list of all firms who submitted a bid or quote in attempt to participate in this project whether they were successful or not. Include the business name and mailing address. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 43 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Note: The firms identified by the Contractor may be contacted by the Contracting Agency to solicit general information as follows: age of the firm and average of its gross annual receipts over the past three years.Procedures after Execution Commercially Useful Function (CUF) The Contractor may only take credit for the payments made for Work performed by a DBE that is determined to be performing a CUF. Payment must be commensurate with the work actually performed by the DBE. This applies to all DBEs performing Work on a project, whether or not the DBEs are COA, if the Contractor wants to receive credit for their participation. The Engineer will conduct CUF reviews to ascertain whether DBEs are performing a CUF. A DBE performs a CUF when it is carrying out its responsibilities of its contract by actually performing, managing, and supervising the Work involved. The DBE must be responsible for negotiating price; determining quality and quantity; ordering the material, installing (where applicable); and paying for the material itself. If a DBE does not perform “all” of these functions on a furnish-and- install contract, it has not performed a CUF and the cost of materials cannot be counted toward UDBE COA Goal. Leasing of equipment from a leasing company is allowed. However, leasing/purchasing equipment from the Contractor is not allowed. Lease agreements shall be provided prior to the Subcontractor beginning Work. Any use of the Contractor’s equipment by a DBE may not be credited as countable participation. The DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, contract, or project through which the funds are passed in order to obtain the appearance of DBE participation. In order for a DBE traffic control company to be considered to be performing a CUF, the DBE must be in control of its work inclusive of supervision. The DBE shall employ a Traffic Control Supervisor who is directly involved in the management and supervision of the traffic control employees and services. The following are some of the factors that the Engineer will use in determining whether a DBE trucking company is performing a CUF: • The DBE shall be responsible for the management and supervision of the entire trucking operation for which it is responsible on the contract. The Meet Me on Meeker (Russell – GRE)/Almaroof SP - 44 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 owner demonstrates business related knowledge, shows up on site and is determined to be actively running the business. • The DBE itself shall own and operate at least one fully licensed, insured, and operational truck used on the Contract. The drivers of the trucks owned and leased by the DBE must be exclusively employed by the DBE and reflected on the DBE’s payroll. • Lease agreements for trucks shall indicate that the DBE has exclusive use of and control over the truck(s). This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE absolute priority for use of the leased truck. • Leased trucks shall display the name and identification number of the DBE. UDBE/DBE/FSBE Truck Unit Listing Log In addition to the subcontracting requirements of Section 1-08.1, each DBE trucking firm shall submit supplemental information consisting of a completed Primary UDBE/DBE/FSBE Truck Unit Listing Log (WSDOT Form 350-077), copy of vehicle registrations, and all Rental/Lease agreements (if applicable). The supplemental information shall be submitted to the Engineer prior to any trucking services being performed for DBE credit. Incomplete or incorrect supplemental information will be returned for correction. The corrected Primary UDBE/DBE/FSBE Truck Unit Listing Log and any Updated Primary UDBE/DBE/FSBE Truck Unit Listing Logs shall be submitted and accepted by the Engineer no later than ten calendar days of utilizing applicable trucks. Failure to submit or update the DBE Truck Unit Listing Log may result in trucks not being credited as DBE participation. Each DBE trucking firm shall complete a Daily UDBE/DBE/FSBE Trucking Unit Listing Log for each day that the DBE performs trucking services for DBE credit. The Daily UDBE/DBE/FSBE Trucking Unit Listing Log forms shall be submitted to the Engineer by Friday of the week after the work was performed. Joint Checking A joint check is a check between a Subcontractor and the Contractor to the supplier of materials/supplies. The check Meet Me on Meeker (Russell – GRE)/Almaroof SP - 45 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 is issued by the Contractor as payer to the Subcontractor and the material supplier jointly for items to be incorporated into the project. The DBE must release the check to the supplier, while the Contractor acts solely as the guarantor. A joint check agreement must be approved by the Engineer and requested by the DBE involved using the DBE Joint Check Request Form (form # 272-053) prior to its use. The form must accompany the DBE Joint Check Agreement between the parties involved, including the conditions of the arrangement and expected use of the joint checks. The approval to use joint checks and the use will be closely monitored by the Engineer. To receive DBE credit for performing a CUF with respect to obtaining materials and supplies, a DBE must “be responsible for negotiating price, determining quality and quantity, ordering the material, installing and paying for the material itself.” The Contractor shall submit DBE Joint Check Request Form for the Engineer approval prior to using a joint check. Material costs paid by the Contractor directly to the material supplier are not allowed. If proper procedures are not followed or the Engineer determines that the arrangement results in lack of independence for the DBE involved, no DBE credit will be given for the DBE’s participation as it relates to the material cost. Prompt Payment Prompt payment to all subcontractors shall be in accordance with Section 1-08.1. Prompt payment requirements apply to progress payments as well as return of retainage. Subcontracts Prior to a DBE performing Work on the Contract, an executed subcontract between the DBE and the Contractor shall be submitted to the Engineer. The executed subcontracts shall be submitted by email to the following email address NWRegionOEO@wsdot.wa.gov The prime contractor shall notify the Engineer in writing within five calendar days of subcontract submittal. Reporting The Contractor and all subcontractors/suppliers/service Meet Me on Meeker (Russell – GRE)/Almaroof SP - 46 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 providers that utilize DBEs to perform work on the project, shall maintain appropriate records that will enable the Engineer to verify DBE participation throughout the life of the project. Refer to Section 1-08.1 for additional reporting requirements associated with this contract. Changes in COA Work Committed to UDBE The Contractor shall utilize the COA UDBEs to perform the work and supply the materials for which each is committed unless approved by the Engineer. The Contractor shall not be entitled to any payment for work or material completed by the Contractor or subcontractors that was committed to be completed by the COA UDBEs. Owner Initiated Changes Where the Engineer makes changes that result in changes to Work that was committed to a COA UDBE. The Contractor may be directed to substitute for the Work in such instances. Contractor Initiated Changes The Contractor cannot reduce the amount of work committed to a COA UDBE without good cause. Reducing UDBE Commitment is viewed as partial UDBE termination, and therefore subject to the termination procedures below. Original Quantity Underruns In the event that Work committed to a UDBE firm as part of the COA underruns the original planned quantities the Contractor may be required to substitute other remaining Work to another UDBE. Contractor Proposed DBE Substitutions Requests to substitute a COA UDBE must be for good cause (see UDBE termination process below), and requires prior written approval of the Engineer. After receiving a termination with good cause approval, the Contractor may only replace a UDBE with another certified UDBE. When any changes between Contract Award and Execution result in a substitution of COA UDBE, the substitute UDBE shall be certified prior to the bid opening on the Contract. UDBE Termination Termination of a COA UDBE (or an approved substitute UDBE) is only allowed in whole or in part with prior written approval of the Engineer. If the Contractor terminates a COA UDBE without the written approval of the Engineer, Meet Me on Meeker (Russell – GRE)/Almaroof SP - 47 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 the Contractor shall not be entitled to credit towards the UDBE COA Goal for any payment for work or material performed/supplied by the COA UDBE. In addition, sanctions may apply as described elsewhere in this specification. The Contractor must have good cause to terminate a COA UDBE. Good cause typically includes situations where the UDBE Subcontractor is unable or unwilling to perform the work of its subcontract. Good cause may exist if: • The UDBE fails or refuses to execute a written contract. • The UDBE fails or refuses to perform the Work of its subcontract in a way consistent with normal industry standards. • The UDBE fails or refuses to meet the Contractor’s reasonable nondiscriminatory bond requirements. • The UDBE becomes bankrupt, insolvent, or exhibits credit unworthiness. • The UDBE is ineligible to work on public works projects because of suspension and debarment proceedings pursuant to federal law or applicable State law. • The UDBE voluntarily withdraws from the project, and provides written notice of its withdrawal. • The UDBE’s work is deemed unsatisfactory by the Engineer and not in compliance with the Contract. • The UDBE’s owner dies or becomes disabled with the result that the UDBE is unable to complete its Work on the Contract. Good cause does not exist if: • The Contractor seeks to terminate a COA UDBE so that the Contractor can self- perform the Work. • The Contractor seeks to terminate a COA UDBE so the Contractor can substitute another DBE contractor or non-DBE contractor after Contract Meet Me on Meeker (Russell – GRE)/Almaroof SP - 48 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Award. • The failure or refusal of the COA UDBE to perform its Work on the subcontract results from the bad faith or discriminatory action of the Contractor (e.g., the failure of the Contractor to make timely payments or the unnecessary placing of obstacles in the path of the UDBE’s Work). Prior to requesting termination, the Contractor shall give notice in writing to the UDBE with a copy to the Engineer of its intent to request to terminate UDBE Work and the reasons for doing so. The UDBE shall have five (5) days to respond to the Contractor’s notice. The UDBE’s response shall either support the termination or advise the Engineer and the Contractor of the reasons it objects to the termination of its subcontract. When a COA UDBE is terminated, or fails to complete its work on the Contract for any reason, the Contractor shall substitute with another UDBE or provide documentation of GFE. A plan to achieve the COA UDBE Commitment shall be submitted to the Engineer within 2 days of the approval of termination or the Contract shall be suspended until such time the substitution plan is submitted. Decertification When a DBE is “decertified” from the DBE program during the course of the Contract, the participation of that DBE shall continue to count as DBE participation as long as the subcontract with the DBE was executed prior to the decertification notice. The Contractor is obligated to substitute when a DBE does not have an executed subcontract agreement at the time of decertification. Consequences of Non-Compliance Breach of Contract Each contract with a Contractor (and each subcontract the Contractor signs with a Subcontractor) must include the following assurance clause: The Contractor, subrecipient, or Subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such Meet Me on Meeker (Russell – GRE)/Almaroof SP - 49 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 other remedy as the recipient deems appropriate, which may include, but is not limited to: (1) Withholding monthly progress payments; (2) Assessing sanctions; (3) Liquidated damages; and/or (4) Disqualifying the Contractor from future bidding as non- responsible. Notice If the Contractor or any Subcontractor, Consultant, Regular Dealer, or service provider is deemed to be in non-compliance, the Contractor will be informed in writing, by certified mail by the Engineer that sanctions will be imposed for failure to meet the UDBE COA Commitment and/or submit documentation of good faith efforts. The notice will state the specific sanctions to be imposed which may include impacting a Contractor or other entity’s ability to participate in future contracts. Sanctions If it is determined that the Contractor’s failure to meet all or part of the UDBE COA Commitment is due to the Contractor’s inadequate good faith efforts throughout the life of the Contract, including failure to submit timely, required Good Faith Efforts information and documentation, the Contractor may be required to pay DBE penalty equal to the amount of the unmet Commitment, in addition to the sanctions outlined in Section 1-07.11(5). Payment Compensation for all costs involved with complying with the conditions of this Specification and any other associated DBE requirements is included in payment for the associated Contract items of Work, except otherwise provided in the Specifications. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: (January 25, 2016 WSDOT GSP) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised May 1, 2012 and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this Contract; provided, Meet Me on Meeker (Russell – GRE)/Almaroof SP - 50 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this Contract require that the Contractor insert the FHWA 1273 and amendments thereto in each Subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each Subcontract requiring the Subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier Subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors and lower tier Subcontractors. For this purpose, upon request to the Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: (******) 1-07.17(3) Utility Markings (Kent Special Provisions) New Section 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 (Kent Special Provisions) New Section 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 of “one-call” utility locates 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 the “one-call” utility locate marks or to locate utilities in accordance with this section. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 51 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (******) 1-07.17(5) Notification of Excavation (Kent Special Provisions) New Section Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. (******) 1-07.17(6) Site Inspection (Kent Special Provisions) New Section 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. CenturyLink Gabrielle Skorupa 206-305-4395 Comcast Aaron Cantrel 206-510-4222 (cell) Aaron_Cantrel@comcast.com Puget Sound Energy Gas Glenn Helton 253-395-6926 425-559-4647 (cell) Puget Sound Energy Power Hong Nguyen 425-449-6609 (cell) Hong.Nguyen@pse.com Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) King County Wastewater Treatment Division Mark Lampard 206-477-5414 SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 1-07.23(1) Construction Under Traffic (Kent Special Provisions) 1. The Contractor shall install temporary pavement markings on Meeker street and temporary traffic control devices to control traffic during construction. 2. The contractor shall maintain access for emergency vehicles at all times. 3. 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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 52 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 requirement. The Contractor shall notify the Engineer, in writing, a minimum of 3 working days prior to beginning a lane closure that requires a detour or involves a major traffic switch to a temporary or new alignment. 4. The Contractor shall provide a temporary crosswalk across Meeker Street and Russell Road for the duration of the project. 5. Traffic access to Russell Road shall be maintained at all time during construction. One lane closure will be allowed to construct the concrete crosswalk during the working hours. Both lanes shall stay open for traffic after working hours. 6. The Contractor shall maintain a sidewalk open for pedestrians on W Meeker Street at all times during construction. 7. At least one driveway shall remain open for local businesses at all times during construction. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 1-07.24 Rights of Way (Kent Special Provisions) Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless otherwise noted on the plans or unless arrangements for use of private property are made. 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; Meet Me on Meeker (Russell – GRE)/Almaroof SP - 53 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable 1-08.1 Subcontracting (December 19, 2019 APWA GSP, Option A) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (WSDOT Form 421-012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects (WSDOT Form 420- 004). The Contractor shall submit to the Engineer a completed Monthly Retainage Report (WSDOT Form 272-065) within 15 calendar days after receipt of every monthly progress payment until every Subcontractor and lower tier Subcontractor’s retainage has been released. The ninth paragraph, beginning with “On all projects, …” is revised to read: The Contractor shall certify to the actual amount received from the Contracting Agency and amounts paid to all firms that were used as Subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the Contract. This includes all Disadvantaged, Minority, Small, Veteran or Women’s Business Enterprise firms. This Certification shall be submitted to the Engineer on a monthly basis each month between Execution of the Contract and Physical Completion of the Contract using the application available at: https://wsdot.diversitycompliance.com. A Meet Me on Meeker (Russell – GRE)/Almaroof SP - 54 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 monthly report shall be submitted for every month between Execution of the Contract and Physical Completion regardless of whether payments were made or work occurred. 1-08.3(2)B Type B Progress Schedule (March 13, 2012 APWA GSP) Revise the first paragraph to read: The Contractor shall submit a preliminary Type B Progress Schedule at or prior to the preconstruction conference. The preliminary Type B Progress Schedule shall comply with all of these requirements and the requirements of Section 1-08.3(1), except that it may be limited to only those activities occurring within the first 60- working days of the project. Revise the first sentence of the second paragraph to read: The Contractor shall submit 5 copies of a Type B Progress Schedule depicting the entire project no later than 21-calendar days after the preconstruction conference. 1-08.4 Prosecution of Work Delete this section and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of Work (July 23, 2015 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with 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 days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. 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. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described Meet Me on Meeker (Russell – GRE)/Almaroof SP - 55 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 in the Contract. 1-08.5 Time for Completion (November 30, 2018 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor’s obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (per Section 1-07.9(5)). b. Material Acceptance Certification Documents c. Monthly Reports of Amounts Credited as DBE Meet Me on Meeker (Russell – GRE)/Almaroof SP - 56 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all Subcontractors f. A copy of the Notice of Termination sent to the Washington State Department of Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This requirement will not apply if the Construction Stormwater General Permit is transferred back to the Contracting Agency in accordance with Section 8-01.3(16). g. Property owner releases per Section 1-07.24 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 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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 57 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-09 MEASUREMENT AND PAYMENT 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.11 Disputes and Claims 1-09.11(3) Time Limitation and Jurisdiction (November 30, 2018 APWA GSP) Revise this section to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further agreed that any such claims or causes of action shall be brought only in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. The parties understand and agree that the Contractor’s failure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which the Contractor asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any records deemed necessary by the Contracting Agency to assist in evaluating the claims or action. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 Traffic Control Management Meet Me on Meeker (Russell – GRE)/Almaroof SP - 58 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 1-10.2(1) General Section 1-10.2(1) is supplemented with the following: (January 3, 2017 WSDOT GSP) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1-800-521-0778 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 1-10.3(1)B Other Traffic Control Labor (August 21, 2020, Kent GSP) Section 1-10.3(1)B is supplemented with the following: Uniformed Police Officer Definitions: Uniformed Police Officer as used in this specification is a “General Authority Washington Peace Officer” as defined by RCW 10.93.020 (3), or a “Specially Commissioned Washington Peace Officer” as defined by RCW 10.93.020(5). Law Enforcement Agency as used in this specification is a “General Authority Washington Law Enforcement Agency” as defined by RCW 10.93.020 (1). The Contractor shall arrange for off-duty Uniformed Police Officers to be present for the following activities: 1. Countermanding a traffic signal indication at a signalized intersection. 2. Directing vehicle and pedestrian traffic when a traffic signal indication is turned off or is inoperative. 3. Where the Engineer deems it necessary for safety, including work during hours of darkness. It shall be the Contractor’s responsibility to secure the off duty Uniformed Police Officer services required by the contract, including the costs to arrange for and supervise the service. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 59 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The following contact information for potential service providers is supplied for the Contractor’s convenience: City of Kent Police Contact: Sgt. Matt Stansfield Phone: (253)856-5809 Washington State Patrol Contact: Nancy King 811 Roanoke Street Seattle WA 98102 Phone: (206) 720-3021 Email: Nancy.king@wsp.wa.gov The services provided under the bid item “Uniformed Police Officer” shall be considered a subcontract with the attendant requirements and responsibilities. The Contractor must obtain prior approval for use of off-duty Uniformed Police Officers through their Approved Traffic Control Plan and approved amendments to the Plan. The off-duty Uniformed Police Officer shall be in addition to all other personnel required for flagging according to the approved traffic control plan. A Uniformed Police Officer shall be provided in the event of accidental power outages or disruption of a signalized intersection as a result of Contractor’s Work and remain in place until the intersection becomes satisfactorily operational as determined by City of Kent Traffic Engineer or his/her representative. 1-10.4(2) Item Bids With Lump Sum for Incidentals (August 21, 2020, Kent GSP) Section 1-10.4(2) is supplemented with the following: “Uniformed Police Officer” will be measured by the hour. Hours will be measured for each fully equipped Uniformed Police Officer, including vehicle, if required, directing or monitoring traffic, as shown on an approved Traffic Control Plan or as directed by the Engineer and in accordance with Section 1-10.3(1)B of these Special provisions. 1-10.5(2) Item Bids with Lump Sum for Incidentals (August 21, 2020, Kent GSP) Section 1-10.5(2) is supplemented with the following: “Uniformed Police Officer”, per hour The unit contract price for “Uniformed Police Officer”, per hour for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs Meet Me on Meeker (Russell – GRE)/Almaroof SP - 60 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 incurred by the Contractor in performing the Contract Work defined in Section 1-10.3(1)B of these Special Provisions, including all costs for arrangement for and supervision of uniformed law enforcement personnel and vehicles to participate in the Contractor’s traffic control activities. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 61 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 DIVISION 2 – EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 2-02.1 Description (Kent Special Provisions) 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 (Kent Special Provisions) The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: 1. Street Light poles 2. Existing Service Cabinet 3. Flags and Flag pole 4. Metal Ornamental Fence 5. Street Signs 6. Pedestrian pushbuttons and posts The salvaged materials listed above shall be removed, hauled and stored at the following site(s): 1. East Hill Maintenance and Operation Center- 12607 SE 248th St., Kent, WA. 2. Flags, flag poles, and the ornamental fence shall be delivered to the Riverwood apartment. 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 (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 62 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement Surface Integrity is to be Maintained (Kent Special Provisions) New Section In removing traffic islands and/or traffic curbs the Contractor shall: 1. Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 63 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 6. Remove and dispose of all waste materials deposited on the pavement, or within the City’s stormwater management system, as a result of the removal process selected by the Contractor. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 2-02.5 Payment (Kent Special Provisions) Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per square yard for “Remove Existing Asphalt Concrete Pavement” constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 8 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 8 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 8 inches = quantity For example, if the Contractor encounters pavement to be removed which is 10 inches thick and 100 square yards then the quantity would be: 10 100 S.Y. x 8 = 125 S.Y. No other compensation shall be allowed. The unit contract price per square yard for “Remove Cement Concrete Sidewalk” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to 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 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 Pedestrian Curb” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove, haul, and dispose of the cement concrete pedestrian curb as shown on the plans and described in the specifications. The unit contract price per lineal foot for “Remove Existing Storm Sewer Pipe or Culvert” constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm pipe or culvert as shown on the plans and described in the specifications. The unit bid price shall also include Meet Me on Meeker (Russell – GRE)/Almaroof SP - 64 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 but not be limited to excavation, mechanically plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. The unit contract price per each for “Remove Existing Catch Basin or Manhole” constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing structure as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavation, mechanically plugging any remaining pipes, removal, disposal, backfilling, with gravel borrow and compaction. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. “Saw Cut Existing Asphalt Concrete Pavement” “Saw Cut Existing Cement Concrete Sidewalk/Pavement” The unit price contract price per lineal foot for the above items constitutes complete compensation for all materials, labor and equipment required to saw cut existing sidewalk or pavement to a depth of 8 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 8 inches, it shall be paid according to the following formula: actual depth in inches (length) x 8 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 10 inches thick and 100 linear feet then the quantity would be: 10 100’ x 8 = 125 LF. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as “wheel cutting”, shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. The unit contract price per force account for “Remove/Modify Existing Irrigation System” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to cut, cap, remove and dispose of the existing irrigation system in areas shown on the plans and as directed by the Engineer. The unit contract price per each for “Relocate Existing Flag Pole” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove and relocate the existing flag and flag pole, remove and dispose of the sleeve and foundation, and replace with a new sleeve and foundation in areas shown on the plans and as directed by the Engineer. The contractor shall coordinate this work with the engineer and Riverwood Apartment Management office. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 65 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The unit contract price per square foot for “Remove Existing Concrete Block Wall” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove and dispose of the existing Concrete Block Wall in areas shown on the plans and as directed by the Engineer. 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 (Kent Special Provisions) 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 (Kent Special Provisions) 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 (Kent Special Provisions) 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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 66 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 (Kent Special Provisions) The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 2-07.4 Measurement (Kent Special Provisions) The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractor’s option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractor’s initial hydrant meter deposit shall be transferred to the new meter issued. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 67 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 DIVISION 4 – BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 4-03 GRAVEL BORROW (******) 4-03.1 Description (Kent Special Provisions) New Section This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. (******) 4-03.2 Materials (Kent Special Provisions) New Section Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow .......................................... 9-03.14(1) (******) 4-03.3 Construction Requirements (Kent Special Provisions) New Section Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the appropriate requirements of Section 4-04.3. (******) 4-03.4 Measurement (Kent Special Provisions) New Section Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. (******) 4-03.5 Payment (Kent Special Provisions) New Section Payment will be made in accordance with Section 1-04.1, for the following bid item when they are included in the Proposal: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 68 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 4-04.3(2) Subgrade (Kent Special Provisions) 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 (Kent Special Provisions) 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 (Kent Special Provisions) 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 (Kent Special Provisions) “Crushed Surfacing Top Course, 5/8 Inch Minus” “Crushed Surfacing Base Course, 1-1/4 Inch Minus” Meet Me on Meeker (Russell – GRE)/Almaroof SP - 69 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 70 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 (Kent Special Provisions) 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 (Kent Special Provisions) This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. (******) 5-04.2 Materials Materials shall meet the requirements of the following sections: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 71 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Portland Cement 9-01 Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 11 million. (******) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 72 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 5-04.2(1) How to Get an HMA Mix Design on the QPL (Kent Special Provisions) If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), comply with each of the following:  Develop the mix design in accordance with WSDOT SOP 732.  Develop a mix design that complies with Sections 9-03.8(2) and 9-03.8(6).  Develop a mix design no more than 6 months prior to submitting it for QPL evaluation.  Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042.  Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal.  Identify the brand, type, and percentage of anti-stripping additive in the mix design submittal.  Include with the mix design submittal a certification from the asphalt binder supplier that the anti-stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design.  Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. The Contracting Agency’s basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis for Acceptance of HMA Mixture [see Section 5-04.3(9)] Basis for Contracting Agency Approval of Mix Design for Placement on QPL Contracting Agency Materials Testing for Evaluation of the Mix Design Statistical Evaluation WSDOT Standard Practice QC-8 The Contracting Agency will 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 for compliance with Sections 9-03.8(2) and 9-03.8(6) The Contracting Agency may elect to test the mix design materials, or evaluate in 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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 73 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 may submit the certification no sooner than three months prior to expiration of the initial 12 month mix design approval. Within 7 calendar days of receipt of the Contractor’s certification, the Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5-04.2(1)A Vacant (******) 5-04.2(2) Mix Design – Obtaining Project Approval (Kent Special Provisions) No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review;  The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below.  The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp and signature) of a valid licensed Washington State Professional Engineer.  The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date. The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Meet Me on Meeker (Russell – GRE)/Almaroof SP - 74 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Contractor that the materials and sources are the same as those shown on the original mix design. 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 (Kent Special Provisions) The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following:  Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures.  Before using additives, obtain the Engineer’s approval using WSDOT Form 350- 076 to describe the proposed additive and process. 5-04.3 Construction Requirements (******) 5-04.3(1) Weather Limitations (Kent Special Provisions) Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Temperature for Paving Compacted Thickness (Feet) Wearing Course Other Courses Less than 0.10 55◦F 45◦F 0.10 to 0.20 45◦F 35◦F More than 0.20 35◦F 35◦F (******) 5-04.3(2) Paving Under Traffic (Kent Special Provisions) When the Roadway being paved is open to traffic, the requirements of this Section shall apply. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 75 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 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 (Kent Special Provisions) Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment – An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall Meet Me on Meeker (Russell – GRE)/Almaroof SP - 76 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 (Kent Special Provisions) Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The Contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not 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 (Kent Special Provisions) HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 77 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The screed shall be operated in accordance with the manufacturer’s recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer’s recommendations shall be provided upon request by the Contracting Agency. Extensions 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 (Kent Special Provisions) Use a material transfer device or material transfer vehicle (MTD/V) to deliver the HMA from the hauling equipment to the paving machine for any lift in (or partially in) the top 0.30 feet of the pavement section used in traffic lanes. However, an MTD/V is not required for HMA placed in irregular shaped and minor areas such as tapers and turn lanes. The MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 78 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 (Kent Special Provisions) Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer’s recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer’s recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to 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 (Kent Special Provisions) When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 79 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 (Kent Special Provisions) When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the Meet Me on Meeker (Russell – GRE)/Almaroof SP - 80 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 ¼ 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 (Kent Special Provisions) 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 (Kent Special Provisions) In areas where HMA will not be placed, fill the cracks as follows: a. Cracks ¼ 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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 81 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (******) 5-04.3(4)C Pavement Repair (Kent Special Provisions) The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor’s operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. (******) 5-04.3(5) Producing/Stockpiling Aggregates and RAP (Kent Special Provisions) Aggregates and RAP shall be stockpiled according to the requirements of Section 3- 02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant (******) 5-04.3(6) Mixing Meet Me on Meeker (Russell – GRE)/Almaroof SP - 82 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. 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 (Kent Special Provisions) The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1” wearing course/final lift 0.17 feet other courses 0.35 feet HMA Class ¾” and HMA Class ½” wearing course/final lift 0.17 feet other courses 0.25 feet Meet Me on Meeker (Russell – GRE)/Almaroof SP - 83 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 HMA Class ⅜” 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 JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. 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 (Kent Special Provisions) For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. (******) 5-04.3(9) HMA Mixture Acceptance (Kent Special Provisions) 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 JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF 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: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 84 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF 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 JMF. Aggregate Percent Passing Non-Statistical Evaluation Commercial Evaluation 1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9- 03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt binder content of the 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 1½″, 1″, ¾″, ½″, ⅜″, 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 (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 85 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 (Kent Special Provisions) A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. (******) 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling (Kent Special Provisions) Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF:  If the test results are found to be within specification requirements, additional testing will be at the Engineer’s discretion.  If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 86 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (******) 5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing (Kent Special Provisions) Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. (******) 5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors (Kent Special Provisions) For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor “f” All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ 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 (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 87 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 (Kent Special Provisions) The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. (******) 5-04.3 (9)D Mixture Acceptance – Commercial Evaluation (Kent Special Provisions) If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 88 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 (Kent Special Provisions) HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4- inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item “Roadway Core” the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item “Roadway Core” the Contracting Agency may obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 89 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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. (******) 5-04.3(10)A HMA Compaction – General Compaction Requirements (Kent Special Provisions) Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor’s option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. (******) 5-04.3(10)B HMA Compaction – Cyclic Density (Kent Special Provisions) Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer’s Meet Me on Meeker (Russell – GRE)/Almaroof SP - 90 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C Vacant 5-04.3(10)D HMA Nonstatistical Compaction (******) 5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots (Kent Special Provisions) HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. (******) 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing (Kent Special Provisions) The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. (******) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 91 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments (Kent Special Provisions) For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 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 (Kent Special Provisions) Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. (******) 5-04.3(11)B Rejection by Contractor (Kent Special Provisions) The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. (******) 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) (Kent Special Provisions) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be Meet Me on Meeker (Russell – GRE)/Almaroof SP - 92 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. (******) 5-04.3(11)D Rejection - A Partial Sublot (Kent Special Provisions) In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). (******) 5-04.3(11)E Rejection - An Entire Sublot (Kent Special Provisions) An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). (******) 5-04.3(11)F Rejection - A Lot in Progress (Kent Special Provisions) The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or Meet Me on Meeker (Russell – GRE)/Almaroof SP - 93 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. (******) 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) (Kent Special Provisions) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A HMA Joints (******) 5-04.3(12)A1 Transverse Joints (Kent Special Provisions) The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. (******) 5-04.3(12)A2 Longitudinal Joints (Kent Special Provisions) The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than ½ of the compacted lift thickness and then Meet Me on Meeker (Russell – GRE)/Almaroof SP - 94 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B Bridge Paving Joint Seals (******) 5-04.3(12)B1 HMA Sawcut and Seal (Kent Special Provisions) Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer’s application procedure. Construct the bridge paving joint seal as specified on the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer’s application procedure. (******) 5-04.3(12)B2 Paved Panel Joint Seal (Kent Special Provisions) Construct the paved panel joint seal in accordance with the requirements specified in Section 5-04.3(12)B1 and the following requirement: Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. (******) 5-04.3(13) Surface Smoothness (Kent Special Provisions) The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than ⅛ 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 ¼ 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: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 95 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. (******) 5-04.3(14) Planing (Milling) Bituminous Pavement (Kent Special Provisions) The planing plan must be approved by the Engineer and a pre planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planing submittals. Planing operations shall be performed no more than 7 calendar days ahead of the time the planed area is to be paved, unless otherwise allowed by the Engineer in writing. Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must Meet Me on Meeker (Russell – GRE)/Almaroof SP - 96 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor’s planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. (******) 5-04.3(14)A Pre-Planing Metal Detection Check (Kent Special Provisions) Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor’s failure to conduct a pre-planing metal detection survey, or from the Contractor’s failure to notify the Engineer of any hidden metal that is detected. 5-04.3(14)B Paving and Planing Under Traffic (******) 5-04.3(14)B1 General (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 97 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary to keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. (******) 5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan (Kent Special Provisions) The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation’s activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation’s traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 98 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day’s traffic control as it relates to the specific requirements of that day’s planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day’s planing, and paving. 2. A copy of each intersection’s traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day’s work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordination to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10.Tonnage of HMA to be placed each day. 11.Approximate times and days for starting and ending daily operations. (******) 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing (Kent Special Provisions) At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day’s operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, Meet Me on Meeker (Russell – GRE)/Almaroof SP - 99 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day’s operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. c. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planing and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed. g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planing, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving – additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type of equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type of equipment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day’s operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. (******) 5-04.3(15) Sealing Pavement Surfaces Meet Me on Meeker (Russell – GRE)/Almaroof SP - 100 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (Kent Special Provisions) 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 (Kent Special Provisions) HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5- 04. (******) 5-04.4 Measurement (Kent Special Provisions) HMA Cl. ½” PG 58V-22, and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section  5-04.3(11), the material removed will not be measured. Asphalt for prime coat will be measured by the ton in accordance with Section 1- 09.2. (******) 5-04.5 Payment (Kent Special Provisions) 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. ½” PG 58V-22” shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 except for those costs of which are included in the Proposal. This work shall include the cost to install asphalt concrete pavement in the areas identified on the plans. The cost for anti-stripping additive and water shall be included in this bid item. The unit contract price per ton for “Hot Plant Mix for Temporary Pavement Patch” shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of Hot Plant Mix as required to provide temporary roadway patching of pavement at the locations as specified herein and as directed by the Engineer. 5-05 CEMENT CONCRETE PAVEMENT SECTION 5-05.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 101 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (******) 5-05.1 Description (Kent Special Provisions) This work shall consist of construction of cement concrete pavement at the reinforced cement concrete crosswalk as noted in the plans, in conformity with the lines, grades, thicknesses, and surface treatment as shown on the plans. SECTION 5-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 5-05.3(1) Concrete Mix Design for Paving (Kent Special Provisions) The contractor shall submit an alternate design mix for a high-early-strength cement concrete pavement for approval by the Engineer. The alternate mix design shall allow the concrete crosswalk to be open for vehicle traffic within 24 hours. The mix design shall be submitted to the engineer for approval prior to closing the street. The alternate design mix shall have a minimum compressive strength of 4,000 psi. See section 1-07.23(1) in this special provision for more details. SECTION 5-05.3(11) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 5-05.3(11) Finishing (Kent Special Provisions) All cement concrete crosswalk area shall be a medium broom finish transverse to vehicle flow with 1’x1’ sawcut scoring. Saw Cut scoring shall be in according to Kent Standard plan 7-19. Qualified and competent workers shall have a minimum five (5) years of work experience for same paving type installation, and placement of scoring and broom finished concrete. Crosswalk Treatment Installer’s Additional Qualifications: Installer shall provide a list of (5) five successfully installed projects that include architectural score joint concrete work within the Western United States. Include the following information: Address/ name of project; square footage; date of installation; contact name and phone number; up to (2) two photos of each project. Mock-Up Samples Prior to start of pavement work the Contractor shall provide a six-foot by six-foot mock- up sample of the Crosswalk Treatment showing 1’x1’ sawcut scoring, and medium broom finish per design plans. Engineer shall approve the mock-up sample prior to start of work. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 102 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The final approved sample shall be the standard for the balance of the rest of the work installed and shall be protected from damage until final acceptance and approval. All mock-up samples provided for approval by Engineer shall be incidental to and included in the unit bid price for “Reinforced Cement Concrete Crosswalk, 8 Inch Depth with Saw Cut Scoring” per these Special Provisions. No additional concrete shall be placed prior to the test panel being approved by the Engineer. Expansion joints, contraction/control joints, and architectural sawcut score joint shall be provided as shown on the Plans, or in locations to be approved by the Engineer for best appearance. SECTION 5-05.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 5-05.4 Measurement (Kent Special Provisions) Cement Concrete Crosswalk shall be measured per square yard of installed cement concrete crosswalk. SECTION 5-05.5 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 5-05.5 Payment (Kent Special Provisions) The unit contract price per square yard for “Reinforced Cement Concrete Crosswalk, 8 Inch Depth with Saw Cut Scoring” shall be complete compensation for all materials, labor, tools, supplies and equipment necessary for furnishing, installing and finishing the reinforced cement concrete crosswalk. This item includes but is not limited to furnishing and installing bond break material, sealers, finishing, accelerating curing, mix design, reinforcement, tie bars, sawcut scoring, joints as required, as specified herein and as directed by the Engineer. This bid item also includes removing material used for temporary access transitions and end of daily work transitions. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 103 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 DIVISION 6 – STRUCTURES 6-07 PAINTING SECTION 6-07.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 6-07.1 Description (Kent Special Provisions) This work shall consist of painting systems and colors for metal elements as shown on the Plans. SECTION 6-07.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 6-07.2 Materials (Kent Special Provisions) Paint materials shall comply with the requirements in Section 9-08 unless described in this section. Paint colors and paint systems shall be as shown in the table below for the following items: Specification Section Item Paint Color Paint System 8-19 Meeker Street Bench, Type 1: Frame “Grey Aluminum”, RAL 9007 Powder Coating Paint System shall be per manufacturer 8-19 Meeker Street Bench, Type 1: Slat Seat “Aluminum Texture” Powder Coating Paint System shall be per manufacturer 8-19 Meeker Street Litter Receptacle, Type 1: Lid “Grey Aluminum”, RAL 9007 Powder Coating Paint System shall be per manufacturer 8-19 Meeker Street Litter Receptacle, Type 1: Body “Aluminum Texture” Powder Coating Paint System shall be per manufacturer 8-26 Meeker Street Accent Bollard Lighting “Grey Aluminum”, RAL 9007 Powder Coating Paint System shall be per manufacturer Meet Me on Meeker (Russell – GRE)/Almaroof SP - 104 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Specification Section Item Paint Color Paint System 9-29 Meeker Street Standard, Dual Pedestrian Luminaire and Pole RAL 7021 or AEC C.01 GRAY Factory Applied Polyester Powder Coat (Satin finish) 9-29 Meeker Street Standard, Street Luminaire and Pole RAL 7021 or AEC C.01 GRAY Factory Applied Polyester Powder Coat (Satin finish) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 105 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 DIVISION 7 – DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 7-04.2 Materials (Kent Special Provisions) The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. PVC Pipe 9-05.12(1) 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-04.3(1)A General (Kent Special Provisions) All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 7-04.3(1)G Television Inspection (Kent Special Provisions) All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 106 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-04.5 Payment (Kent Special Provisions) The unit contract price per lineal foot for “Storm Sewer Pipe, 12 Inch Diameter” shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation, unsuitable material excavation, hauling, dewatering, backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, styrofoam cushion, connection to new or existing storm pipes, connection to new or existing catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-05.3 Construction Requirements (Kent Special Provisions) All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1, 4-2, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1-48 inch, 54 inch, and 60 inch manholes shall be 5 feet. Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. The concrete inlet structure shall conform to WSDOT standard plan B-25.60-02. All manholes and Type II and III CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron (the lid needs to be marked with (STORM) or (SEWER)) and shall comply with the following WSDOT Standard Plans as applicable: B-30.70-04 Circular Frame (Ring) and Cover Meet Me on Meeker (Russell – GRE)/Almaroof SP - 107 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 through 5-16 as applicable. ADA Frame and Grate shall conform to WSDOT Standard Plan B-30.15-00 Alternative 1. Decorative manhole frame and solid cover shall be 24 inch diameter, and conform to ADA accessibility guidelines. Pre-approved material and finishes are 100% recycled gray iron (ASTM A48 class 35b), Silicon Bronze (ASTM B26), Hot-dipped galvanized steel, and raw natural bronze finish. Top of manhole covers shall denote letter “S” for sewer and letter “D” for drainage. Samples shall be submitted to the engineer for approval. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5- 3. Care must be taken to ensure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: “OUTFALL TO STREAM, DUMP NO POLLUTANTS” SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-05.3(1) Adjusting Manholes and Catch Basins to Grade (Kent Special Provisions) 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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 108 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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, 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 7-05.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-05.3(2) Abandon Existing Manholes (Kent Special Provisions) Manholes being abandoned shall have the top four feet removed and the remainder of the structure filled with bankrun gravel for trench backfill or gravel borrow as Meet Me on Meeker (Russell – GRE)/Almaroof SP - 109 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 included in the proposal and shall otherwise be in accordance with Section 7- 05.3(2) of the WSDOT Standard Specifications. SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-05.3(3) Connections to Existing Manholes (Kent Special Provisions) It shall be the Contractor’s sole responsibility to protect the existing sewer system from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: (******) 7-05.3(5) Manhole Installation on Existing Sewer (Kent Special Provisions) New Section The manhole will be placed on and channeled for the existing lines in their existing location. It shall be the Contractor’s sole responsibility to protect the existing sewer from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. (******) 7-05.3(6) Storm Drain Marking (Kent Special Provisions) New Section The pavement adjacent to all new catch basins shall be marked with the following standard pollution prevention button: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 110 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The Contractor is responsible for installation of the buttons. Markers for publicly owned catch basins will be provided by the City. (******) 7-05.3(7) Relocate Existing Catch Basin (Kent Special Provisions) The existing catch basin assemblies indicated to be relocated shall be carefully removed to avoid damage. The Contractor will then install the catch basin at the location indicated on the plans so that the assembly will function as shown on the plans. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-05.5 Payment (Kent Special Provisions) “Catch Basin, Type 2, 48-Inch Diameter” “Concrete Inlet” The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to furnish and install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, dewatering, installing, connecting new or existing pipes, backfilling, compacting, surface restoration, referencing for future locates prior to final overlay, and storm drain stenciling. The unit contract price per each for “Adjust Existing Manhole Frame and Cover to Finished Grade” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: 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. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 111 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 “ADA Locking Frame and Grate” “Thru-Curb Inlet Frame and Grate” The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for “Remove Existing Manhole Frame and Cover and Install New Circular Frame and Locking Cover” constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the existing frame and cover and grate and furnish and install the new frame and cover as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover by adding or removing risers, grade rings, or sections as required to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for “Remove Existing Manhole Frame and Cover and Install New Decorative Manhole Cover” constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the existing frame and cover or grate and furnish and install the new frame and decorative solid cover as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and the decorative cover by adding or removing risers, grade rings, or sections as required to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-08.2 Materials (Kent Special Provisions) All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer’s specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the Meet Me on Meeker (Russell – GRE)/Almaroof SP - 112 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 manufacturer’s recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt ............................................... 5-04.2 Cement Concrete Pavement .............................. 5-05.2 Culverts ......................................................... 7-02.2 Storm Sewers ................................................. 7-04.2 Manholes, Inlets and Catch Basins ..................... 7-05.2 Sanitary Sewer ............................................... 7-17.2 Side Sewers .................................................... 7-18.2 Crushed Surfacing ........................................... 9-03.9(3) Gravel Backfill for Pipe Zone Bedding ................. 9-03.12(3) Gravel Borrow ................................................. 9-03.14(1) Foundation Material Class I and II ...................... 9-03.17 Bank Run Gravel for Trench Backfill ................... 9-03.19 7-08.3 Construction Requirements SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-08.3(1)A Trenches (Kent Special Provisions) If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to ensure that the sub- surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 113 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 1. Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with crushed surfacing base course. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-08.3(1)C Bedding the Pipe (Kent Special Provisions) Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-08.3(2)B Pipe Laying - General Meet Me on Meeker (Russell – GRE)/Almaroof SP - 114 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (Kent Special Provisions) At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer’s recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-08.3(2)G Jointing of Dissimilar Pipe (Kent Special Provisions) Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-08.3(2)H Sewer Line Connections (Kent Special Provisions) Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 7-08.3(2)J Pipe Laying - PVC (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 115 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. Said end will provide a visual means of determining whether full insertion of the spigot into the bell has been made during installation. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-08.3(4) Plugging Existing Pipe (Kent Special Provisions) Existing pipes being plugged shall be plugged mechanically at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 7-08.3(5) Street Restoration (Kent Special Provisions) Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course or as directed by the Engineer in the field. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 116 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: (******) 7-08.4 Measurement (Kent Special Provisions) ”Pipe Zone Bedding” and “Bank Run Gravel for Trench Backfill” shall be measured by the ton, including haul. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-08.5 Payment (Kent Special Provisions) The unit contract price per ton for “Pipe Zone Bedding” constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. Reference WSDOT Standard Plan B-55.20-00. The unit contract price per ton for “Bank Run Gravel for Trench Backfill” constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for bank run gravel for trench backfill is unknown since selected materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15 SERVICE CONNECTIONS (******) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 117 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 7-15.1 Description (Kent Special Provisions) This work consists of installing the service connections from the water main to the irrigation service meter including meter setter; from the service meter to the property or easement line; and where shown on the plans, from the service meter to the service line. This work also includes replacing existing service lines including new service connections, new pipe, new meter boxes and setters as required and relocating meters or combinations thereof. Also included is abandonment and disconnection of service lines being replaced at the City main line. (******) 7-15.2 Materials (Kent Special Provisions) The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Saddles ................................................. 9-30.6(1) Corporation Stops ................................... 9-30.6(2) Polyethylene Pipe ................................... 9-30.6(3)B Service Fittings ...................................... 9-30.6(4) Meter Setters ......................................... 9-30.6(5) Meter Boxes .......................................... 9-30.6(7) Water Meters ......................................... 9-30.7(8) (******) 7-15.3 Construction Details 7-15.3(1) General (Kent Special Provisions) Service lines from the water main to the meter setter and from the meter setter to the irrigation system shall be one piece and at least 1 inch in diameter iron pipe size (IPS). Meter setters shall be of the appropriate size for the size of the meter to be installed and reducing bushings shall be installed when the existing meter size is less than 1 inch. Pipe materials used for service lines shall be either Type K copper tubing without sweat-joints, or ultra-high molecular weight, high density polyethylene (PE) plastic pipe, only. The Contractor shall notify all customers affected, the City Water Department, and the Engineer at least two working days prior to working on live services. The Contractor is responsible for planning and coordinating its work such that water service will be resumed with the least possible inconvenience to the water users. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 118 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The location of existing water service laterals and service lines between the water main and the water meter shall be determined and marked in the field or otherwise located by the City Water Department. Unless otherwise approved by the City Water Department, new service lines from the water main to the meter shall be perpendicular to the water main, i.e. the meter shall be located directly opposite the corporation stop. (******) 7-15.3(2) Flushing, Disinfection and Testing (Kent Special Provisions) All service pipe and appurtenances shall be prechlorinated prior to installation. After installation, the service connection shall be flushed prior to connecting the meter and tested after connection to the meter. (******) 7-15.3(3) Service Connections (Kent Special Provisions) This work shall consist solely of connecting 1 inch or greater diameter service lines to the water main pipe by installing new corporation stops and service line adaptors at the water main pipe and shall include saddles. Corporation stops and saddles shall be of the size shown on the plans and shall be installed with a 22 degree vertical angle from the water main pipe centerline as shown in the Kent Standard Plans. Direct taps shall not be allowed, a double strapped saddle must be used as shown in the Kent Standard Plans. Particular care shall be exercised to ensure that the main is not damaged by the installation of the service line. (******) 7-15.3(4) Relocating Existing Water Meter Assembly (Kent Special Provisions) This work shall consist solely of disconnecting and removing the existing meter, setter and meter box (the meter assembly) from their existing location, cleaning the meter assembly, relocating the meter assembly to the location shown on the plans, and reconnecting the used meter assembly to the service line pipe. (******) 7-15.3(5) Water Service Lines (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 119 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 This work shall consist of installing new water service line pipes from the corporation stop at the water main pipe to the water meter setter and from the water meter setter to the water service line. Water service lines shall be the size shown on the plans, but shall in all cases be at least 1 inch in diameter iron pipe size (IPS). Water service lines shall be either copper tubing type K or polyethylene plastic (PE) pipe and shall be installed with a minimum of 2 feet of cover over the top of the line. Whenever PE pipe is installed, 12 gage solid copper tracing wire with plastic coating shall be installed over the pipe for its entire length as shown in Kent Standard Plans 3-10 and 3-11. The wire shall be bared and connected between the corporation and the angle stop on the meter setter so as to maintain continuity. Water service line pipes shall not exceed 60 feet in length from the water main pipe to the meter setter. When water services lines are installed for future use, the work shall include a “tail run” section of service pipe two feet long from the water meter setter to the property or easement line. This “tail run” section shall have a union fitting on the end of the “tail run”, shall be indicated with a 2 x 4 stake marked with the legend “WATER” and shall otherwise be marked in conformance with Section 7-18.3(5) of the WSDOT Standard Specifications. When new water service lines are to be connected to existing service lines smaller than 1 inch in diameter, the new water service lines behind the meter shall be the same diameter as the service line from the water main to the meter and shall be suitably reduced at the connection. (******) 7-15.3(6) Water Meters (Kent Special Provisions) Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. All water meters larger than 2 inch shall be provided and installed by the Contractor. The Contractor shall reinstall existing water meters where shown on the plans regardless of meter size, unless otherwise stated in the Kent Special Provisions. Water meters shall be located behind City sidewalks when sidewalks are present or scheduled for immediate construction. If in case the water meter must be located within the sidewalk, as determined by the Engineer, no portion of the water meter box shall be closer than 6 inches to any edge of the sidewalk. In the case when City sidewalks are not present or scheduled for immediate construction, new water meters shall be located 2 feet from the right-of-way or easement line and inside the right-of-way or easement. In all cases the angle stop shall be installed 9 inches below finished grade. (******) 7-15.3(8) Excavation, Bedding and Backfilling (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 120 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Excavating, bedding and backfilling for service connections shall be as specified in Section 7-09-3(10). Bedding of water service lines is omitted and backfill material shall consist of selected materials, as outlined in Section 2-03.3(10), unless otherwise specified in the Kent Special Provisions or directed by the Engineer. (******) 7-15.3(9) Meter Boxes and Vaults (Kent Special Provisions) Water meter boxes shall be installed directly opposite the main line connection; shall be generally perpendicular to the street; and shall be within City sidewalks when they are present. Meter boxes installed within City sidewalks shall be located so that no portion of the meter box is closer than 6 inches to any edge of the sidewalk. Water meter boxes installed outside of City sidewalks shall be located within the easement or right-of-way with the near edge of the box being 1 foot from the property or easement line and set to finished grade. Water meter boxes are specified for varying meter sizes and for varying locations. Water meter boxes within driveways or other traffic areas shall meet the requirement for a H-20 traffic loading. Water meter boxes within sidewalks shall be concrete or cast iron. Water meter boxes within planting or similar nontraffic areas may be plastic. Water meter boxes shall be of sufficient size to contain the water meter. With the exception of plastic lids for plastic meter boxes, all lids and covers of meter boxes shall be anti-slip steel. Water meter vaults shall be adequately sized to contain the meter assembly; shall be set flush to the finished grade; and shall be rated for a H-20 traffic loading unless otherwise shown on the plans. (******) 7-15.3(10) Replace/Abandon Existing Water Service (Kent Special Provisions) Where the plans call for an existing water service to be abandoned, the corporation stop at the water main line shall be exposed and shut off. The service pipe shall then be removed from the corporation stop and a plug installed on the corporation stop. For service being replaced, the procedure specified above shall be used except that the new service pipe shall be connected to the corporation stop and the stop turned on. Use appropriate adaptor, when necessary, for connecting new pipe to existing corporation stop. Should the existing corporation stop be of the improper size, it shall be abandoned as specified above and a new corporation stop shall be installed on the water main line. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 121 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 (Kent Special Provisions) This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city’s municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-01.2 Materials (Kent Special Provisions) Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Tackifier ............................................... 8-01.3(2)E and 9-14.5(7) Seed .................................................... 8-02.3(9)B and 9-14.3 Fertilizer ............................................... 8-02.3(9)B and 9-14.4 Mulch and Amendments .......................... 8-02.3(11)A and 9-14.5 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-01.3(1) General (Kent Special Provisions) 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. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 122 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-01.3(1)A Submittals (Kent Special Provisions) Prior to the start of any construction activities, the Contractor shall submit for the Engineer’s review and approval, the following, as necessitated by the work: 1. Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor’s CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: (******) 8-01.3(1)F Applicable Regulations and Criteria (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 123 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1. WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants in waters prohibited 3. City of Kent 2017 Surface Water Design Manual 4. Construction Stormwater General Permit – WA Department of Ecology (******) 8-01.3(1)G Water Quality Monitoring (Kent Special Provisions) Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-01.3(2)E Tackifiers (Kent Special Provisions) Unless specified otherwise, wood cellulose fiber mulch per Section 9-14.5(10) of the Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be organic tackifier as specified in Section 9-14.5(7)A of the WSDOT Standard Specifications. When specified, tackifiers shall be applied in accordance with the manufacturer's recommendations. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 124 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 8-01.3(9)D Inlet Protection (Kent Special Provisions) Cleaning and maintenance of inlet protection shall not flush sediment, or sediment- laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 8-01.3(17) Vehicle Maintenance and Storage (Kent Special Provisions) 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) Payment (Kent Special Provisions) The unit contract price per each for “Inlet Protection” shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit contract price per hour for “ESC Lead” shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.1 Description (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 125 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 (Kent Special Provisions) 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 (Kent Special Provisions) Materials shall meet the requirements of the following sections: Topsoil Type A ......................................................... 9-14.2(1) Potting Soil Mix ........................................................ 9-14.1(4) Seed ....................................................................... 9-14.3 Fertilizer ................................................................. 9-14.4 Wood Chip Mulch ...................................................... 9-14.5(3) Plant Materials ......................................................... 9-14.7 Street Trees ............................................................ 9-14.7(1)A Stakes, Guys and Wrapping ....................................... 9-14.8 Tree Ties ................................................................. 9-14.8(1) Root Barrier ............................................................. 9-14.8(2) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 126 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in “Hortus Third” or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(1) Responsibility During Construction (Kent Special Provisions) The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(3) Weed and Pest Control (Kent Special Provisions) During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.3(4)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(4)A Topsoil Type A (Kent Special Provisions) Topsoil Type A shall conform to Section 9-14.2(1) of these Special Provisions and shall be supplied by a Contractor’s supplied source, as approved by the Engineer. SECTION 8-02.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) SECTION 8-02.3(5)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(5)A Seeding Area Preparation (Kent Special Provisions) The Contractor shall thoroughly scarify subgrade in all planter areas to a minimum depth of eight inches (8”), unless otherwise noted on the plans. Scarified subgrade shall be inspected and approved by the Engineer prior to the placement of topsoil. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 127 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Remove all construction debris and rocks over two-inches (2”) in diameter prior to placing topsoil. Topsoil Type A shall be used in any areas requiring additional soil to bring subgrade up to grade, prior to the placement of required depth of Topsoil A as noted on the plans. Upon approval of the subgrade, Topsoil Type A shall be installed in two lifts. The first six-inch (6”) lift shall be incorporated into the top eight inches (8”) of the subgrade by rototilling. Then the remaining topsoil shall be installed to achieve the minimum compacted depth shown on the Plans. Remove rocks, roots, and debris over 1-inch (1”) diameter in cultivated areas. Lightly compact soil to a compaction rate of no more than 85% and establish a smooth and uniform finished grade to allow surface drainage and prevent ponding. Areas around existing trees to remain shall not be cultivated within an additional three-foot (3’) radius of the tree dripline or any other areas which appear to have a significant number of existing tree roots. Finish grade of planter areas shall be brought to a uniform grade, one inch (1”) plus the specified depth of mulch, below walks, curbs, junction and valve boxes, and driveways, unless otherwise specified. Finish grades shall be reviewed and approved by the Engineer prior to any plant or sod installation. Any additional fine grading to get a firm smooth surface in the planter areas shall be considered incidental to and included in the unit contract price for placement and installation of Topsoil Type A or Landscaping bid item. The costs of removing all excess material and debris shall be considered incidental to and included in the unit contract prices of other items in this contract. Provide and install “Root Barrier” as detailed on Plans. “Root Barrier” shall be as specified in Section 9-14.8(2) of these special provisions. Contractor shall coordinate installation of root barrier with topsoil installation, where shown on the Plans. SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(7) Layout of Planting, Lawn and Seeding Areas (Kent Special Provisions) The location of plantings shall be according to the landscaping plans, unless otherwise directed by the Engineer. The Contractor shall layout tree, shrub and herbaceous plant locations and receive the approval of the Engineer before planting begins. SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 128 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 8-02.3(8) Planting (Kent Special Provisions) All trees, shrubs, and groundcovers shall be planted as detailed on the Plans. Scarify sides and bottom of all planting pits prior to planting. Sufficient planting soil shall be placed around the plant and compacted so as to ensure that the location of the ground line at the top of the root ball is the same as the nursery. Plant trees upright and face to give best appearance or relationship to adjacent structures and hold rigidly in position until planting soil has been backfilled and tamped firmly around the root ball or roots. Balled and burlapped plants shall be placed in the planting pits with the burlap intact; then the binding shall be removed and all the burlap or cloth wrapping materials shall be removed from the root ball. Remove all plastic, twine and ropes. The plant shall be rejected if the root ball is cracked or broken during removal of wrapping or during the planting process. When the pit is backfilled halfway, place the specified quantity of fertilizer in planting pit, unless otherwise specified on the plans. Evenly spread fertilizer adjacent to the root system at a depth that is between the middle and the bottom of the root system. Do not injure root system. Place and compact planting topsoil carefully to avoid injury to roots; fill all voids. When pit is three-quarters (3/4) backfilled, completely fill with water and allow water to soak away. If water does not drain within ½ hour notify Engineer; tree planting pits which do not drain properly may require drain-rock sump to facilitate drainage. Fill pits with additional soil to finish grade and continue backfilling as detailed on plans. All street trees shall be planted in general conformance to Kent Standard Plan 6- 55. SECTION 8-02.3(8)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(8)C Pruning, Staking, Guying, and Wrapping (Kent Special Provisions) Pruning shall be limited to the minimum amount necessary to remove injured twigs and branches. Only cut injured limbs to the nearest lateral bud. Do not apply tree wound paint or petroleum product to tree cuts. The Contractor shall use rootball bracing (triangle method) rather than staking or guying to support new trees. 8-02.3(9) Seeding, Fertilizing and Mulching SECTION 8-02.3(9)A IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: (******) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 129 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 8-02.3(9)A Dates for Application of Seed (Kent Special Provisions) Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-02.3(9)B IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-02.3(9)B Seeding and Fertilizing (Kent Special Provisions) Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded as directed by engineer. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 130 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer’s guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer’s guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified in Section 9-14.3 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01.3(11)A and 9-14.5. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.4 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The Meet Me on Meeker (Russell – GRE)/Almaroof SP - 131 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 lbs/acre of “Mix A” unless otherwise directed by Engineer. Fertilizer 400 lbs/acre Wood Fiber 2,000 lbs/ acre Tackifier 80 lbs/acre SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(9)D Inspection (Kent Special Provisions) Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. SECTION 8-02.3(9)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(9)E Protection and Care of Seeded Areas (Kent Special Provisions) Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-02.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING : (******) 8-02.3(10) Fertilizer (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 132 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Trees and shrubs shall be fertilized at a rate according to manufacturer’s recommendations. Fertilizer tablets shall be considered incidental to and included in the unit contract price for trees and shrubs. Fertilizers shall be as specified in Section 9-14.3 Fertilizer, of these Special Provisions. SECTION 8-02.3(11)A IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-02.3(11)A Mulch for Seeding Areas (Kent Special Provisions) Wood cellulose fiber mulch conforming to Section 9-14.5(10) of the Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.5 shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01.3(9)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-02.3(11)B IS REVISED AS FOLLOWS: (******) 8-02.3(11)B Wood Chip Mulch (Kent Special Provisions) Revise all references in this section from bark or wood chip mulch to “wood chip mulch.” Add “A sample of the wood chip mulch shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application.” Meet Me on Meeker (Russell – GRE)/Almaroof SP - 133 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(13) Plant Establishment (Kent Special Provisions) The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than three calendar years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(14) Plant Replacement (Kent Special Provisions) The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 8-02.3(17) Plant and Site Protection During Entire Construction Period (Kent Special Provisions) New Section The Contractor shall: 1. Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 134 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SECTION 8-02.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.4 Measurement (Kent Special Provisions) Lump sum bid item (8002) for “Landscaping” in schedule VIII is for the new landscaping items within the new improvement as shown in the plans. This bid items shall include all landscaping items shown in the landscaping plans and the items listed here: Top soil type A (250 CY). Wood chip mulch (50 CY). Root barrier, 24-inch deep (500 LF). Trees and shrubs listed below with the quantities shown on the plans: “PSIPE Ulmus propinqua 'JFS-Bieberich'/ Emerald Sunshine Elm; 2.5" Cal., 12'-14' Ht.” “PSIPE Magnolia acuminata 'Butterflies'/ Butterflies Magnolia; 2" Cal., 10'-12' Ht.” “PSIPE Escallonia 'Newport Dwarf'/ Newport Dwarf Escallonia; 2 Gal. Cont.” “PSIPE Berberis thunbergii 'Gentry'/ Royal Burgundy Barberry; 1 Gal. Cont.” “PSIPE Spiraea japonica 'Walbuma'/ Magic Carpet Spirea; 1 Gal. Cont.” “PSIPE Calluna vulgaris 'Alicia'/ Alicia Scotch Heather; 1 Gal. Cont.” “PSIPE Calluna vulgaris 'Aphrodite'/ Aphrodite Scotch Heather; 1 Gal. Cont.” “PSIPE Festuca amethystina 'Superba'/ Purple Tufted Fescue; 1 Gal. Cont.” “PSIPE Sesleria autumnalis/ Autumn Moor Grass; 1 Gal. Cont.” “PSIPE Geum 'Flames of Passion'/ Flames of Passion Avens; 1 Gal. Cont.” “PSIPE Hemerocallis 'Purple D'Oro'/ Purple D'Oro Daylily; 1 Gal. Cont.” The force account bid item (8003) for “Landscape Restoration” shall be applied only to the construction easement area and the private property. Bid items 8005, 8010, and 8015 shall be applied only to the construction easement area and the private property. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.5 Payment (Kent Special Provisions) The unit contract price per lump sum for “Landscaping” shall constitute complete compensation for all labor, materials, tools and equipment necessary for furnishing and completing all the landscaping work as shown on the plans and described in these specifications. The bid item “Landscape Restoration” shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. This payment shall constitute complete compensation for all labor, materials, tools and equipment necessary for (removing, storing, and replanting) or replacing the existing plants and landscaping restoration within the Temporary Construction Easement and the private property where landscaping was removed during construction. This item Meet Me on Meeker (Russell – GRE)/Almaroof SP - 135 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 includes but is not limited to hand seeding, mulching, fertilizing, watering, flowers, shrubs, trees, and ground cover for the restoration. The engineer shall approve all the plants prior to the removal. A list of those plants and material items being removed shall be replaced in kind and size and approved by Engineer prior to installation. All disturbed areas shall be restored to its original condition with this bid item. Topsoil, wood chip mulch, and SOD shall be paid under separate bid items. 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. This bid item shall be used for the area within the Temporary Construction Easement and the private property where landscaping was removed during construction or as directed by engineer. The unit contract price per cubic yard for “Wood Chip Mulch” constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the wood chip mulch in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking the wood chip mulch and cleanup. This bid item shall be used for the area within the Temporary Construction Easement and the private property where landscaping was removed during construction or as directed by engineer. 8-03 IRRIGATION SYSTEMS SECTION 8-03.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-03.1 Description (Kent Special Provisions) The work shall consist of installing a fully functioning and complete landscape irrigation system. Electrical connections for the controller shall be as shown on the Plans. SECTION 8-03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-03.3 Construction Requirement (Kent Special Provisions) Backfilling of irrigation piping shall be in accordance with Section 7-08.3(3) Backfilling of the Standard Specifications. In paved asphalt areas, the top 6 inches of the trench shall consist of HMA Cl. ½” PG 58V-22. (******) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 136 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 8-03.3(3) Piping (Kent Special Provisions) The Contractor is alerted that irrigation sleeves are not shown on the roadway Plan & Profile Sheets and thus will require coordination with the Irrigation Plans. The Contractor shall ensure coordination with all underground utility and pavement installation is done with adequate time to allow for sleeving placement around utility vaults and structures as indicated on the Plans. PVC Pipe and Fittings All irrigation piping installed beneath sidewalk and other hard surfacing shall be sleeved in PVC at least twice the external irrigation pipe diameter to be installed. All roadway and driveway crossings shall be sleeved with 4-in. diameter ductile iron pipe. Due to the nature of PVC pipe and fittings, the Contractor shall exercise care in handling, loading, unloading and storing pipe to avoid damage. The pipe and fittings shall be stored under cover and shall be transported in a vehicle with a bed long enough to allow the length of pipe to lie flat so as not to be subject to undue ending or concentrated external load at any point. Any pipe that has been dented or damaged shall be set aside until such damage has been cut out and pipe is rejoined with a coupling. Solvent welded joints shall be performed as a two-step process using P70 primer and 711 glue. In each case, both fittings and pipes must be given the following applications. Both must first be primed, then be glued, then pressed together while giving a quarter turn and held together for 30 seconds. Give at least 15 minutes set-up time before moving or handling. Pipe shall be partially center loaded to prevent arching and slipping. No water shall be permitted in the pipe until at least 10 hours have elapsed for the weld to set and cure. Backfilling shall be done when pipe is not in an expanded condition due to heat or pressure. Cooling of the pipe can be accomplished by operation the system for a short time before backfill, or by backfilling in the early part of the morning before the heat of day. Before pressure testing, soluble weld joints shall be given at least 24 hours curing time. No PVC pipe may be threaded or connected to a threaded fitting without an adapter. Great care must be taken to ensure that the inside of the pipe is absolutely clean. Any pipe ends not being worked on must be protected and not left open. (******) 8-03.3(11) System Operation (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 137 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The irrigation system operation shall be guaranteed, maintained and operated by the Contractor for the full duration of the plant establishment required by the Bid Documents. (******) 8-03.3(14) Irrigation Electrical Service (Kent Special Provisions) Connections for Irrigation Electrical Service shall be as shown on Electrical Plans. The Contractor shall fully coordinate, arrange and install all items necessary to obtain electrical service to the irrigation controller, as shown on Plans, including all trenching, conduit, and restoration that may be necessary. SECTION 8-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-03.5 Payment (Kent Special Provisions) The lump sum price for "Irrigation System, Complete" shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary or incidental to the construction of the complete and operable sprinkler irrigation system as shown in the Plans or as directed by the Engineer. The lump sum price shall include but not limited to: excavation, backfilling, compaction, restoration, all pipes, sleeves, conduits, valves, meter box, meter setter, backflow valve, controller and concrete foundation, coupler, valve box, enclosure, wiring, permits, connection to the water main, connections to power source and all other items required for a fully functional irrigation system. All additional materials and labor, not shown in the plans or called for herein and which are required for a fully operable system shall be considered incidental in this bid item price. Note: the water meter will be provided and installed by the City Water Department. 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 (Kent Special Provisions) 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. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 138 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-04.5 Payment (Kent Special Provisions) “Pedestrian Curb” “Cement Concrete Curb and Gutter” 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. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-05 PAVERS (******) 8-05.1 Linear Accent Paver (Kent Special Provisions) New Section • Material: 5,000 PSI precast cement concrete, Type III Cement • Joints: 1/8” wide • Finish: Sandblast • Manufacturer: Stepstone Inc. or approved equal. • Model: Narrow Modular Pavers • Size: 3” wide x 12” long x 4” thick (double row) • Color (in sequence): (Almond #1406, Espresso Brown #1408, Santa Fe Buff #1403, Iceberg Green #1405, French Gray #1404.) • Installation Type: Mortar set on concrete rat slab or mortar set in slot formed in concrete sidewalk. Repeat the color pattern as shown above. (******) 8-05.3 Construction Requirements (Kent Special Provisions) New Section The contractor shall confirm the lead time with the manufacturer before submitting the construction schedule. The construction schedule shall include the lead time, order date, and the delivery date. (******) 8-05.4 Measurement (Kent Special Provisions) New Section Measurement for payment of Linear Accent Pavers will be by the linear foot of the double rows of the linear accent pavers installed. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 139 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (******) 8-05.5 Payment (Kent Special Provisions) New Section The unit contract price per linear foot for “Linear Accent Pavers” constitutes complete compensation for all materials, labor and equipment required to furnish and install double rows of 4-inch thick Linear Accent Pavers including the mortar, grouting and joints in accordance with the plans and specifications. Materials and installation of the thickened concrete edges and slot for the pavers shall be considered incidental with the bid item price. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-09.1 Description (Kent Special Provisions) 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 Plan 6-74. (******) 8-09.3 Construction Requirements SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-09.3(1) Preliminary Spotting (Kent Special Provisions) The Engineer will provide control points at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal lines. Preliminary spotting for each lane of raised pavement markers shall be provided at transition points required by Kent Standard Plan 6-74, RPM Substitution Patterns. SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 140 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (******) 8-09.3(2) Surface Preparation (Kent Special Provisions) 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 (Kent Special Provisions) When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-09.5 Payment (Kent Special Provisions) 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. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 8-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 141 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (******) 8-12.1 Description (Kent Special Provisions) 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 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 8-12.3(3) Metal Ornamental Fence (Special Provision) New Section The contractor shall remove existing metal ornamental fence located at the north side of Riverwood apartment on Meeker street as shown in the plans. This work shall include: 1- Disassemble of existing fence panels. Each of the existing panel is 8-foot long and 6-foot high. 2- Remove existing 2 inch square posts and the concrete foundation. Clean the posts from the concrete. 3- All removed posts, fence panels, brackets, and other accessories shall be delivered to the Riverwood apartment according to section 2-02.3 in this special provision. The contractor shall coordinate this work with the engineer. The removed fence shall be delivered to a location inside the property defined by the management office. The Contractor shall supply and install new steel ornamental fence as shown in the plans. The new steel ornamental fence components include the following: pickets shall be steel minimum 0.75” square x 18 Ga with maximum 4” air gap, the rails shall be steel minimum 1.43” x 1.5” x 14 Ga, and fence posts shall be steel minimum 2.5” x 16 Ga. The fence shall be Black color, 6’ height. All fence components (i.e. rails, pickets, posts, etc.) shall be warranted for a period of 20 years. The new fence shall have three rails (two on top and one at the bottom). Warranty shall cover any defects in material finish, including cracking, peeling, chipping, blistering or corroding. Base plate and bolts shall be as shown on the plans. The Contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials and techniques specified. SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-12.4 Measurement Meet Me on Meeker (Russell – GRE)/Almaroof SP - 142 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (Kent Special Provisions) Temporary fencing shall be measured by the linear foot of temporary fence, along the ground line exclusive of openings. Gates shall be included in the fence measurement. Remove fence shall be measured per linear foot along that portion of the existing fence as shown on the plans or directed by engineer. Measurement for payment will be between the closest posts which remain undisturbed by the work. Measurement for payment shall not include any gap or opening in the existing fence. Restoration of fence beyond the stated limits is incidental to and included in the measured length defined above. If the Contractor removed additional fence for its convenience, restoration of the additional length of fence shall be at its sole expense. Ornamental steel fence shall be measured by the linear foot of the new fence, along the ground line exclusive of openings. SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-12.5 Payment (Kent Special Provisions) The unit contract price per linear foot for “Temporary Fencing,” constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to install, maintain and remove the temporary fencing at the locations shown on the plans and as directed by the Engineer. The unit contract price per linear foot for “Remove Existing Metal Ornamental Fence” constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to remove the existing metal ornamental fence as shown in the plans and described in the specifications. The price shall include but not limited to: disassemble of existing fence panels, remove existing posts and the concrete foundation, deliver the removed fence with all its components to Riverwood apartment management office and disposal off-site of the foundations. The unit contract price per linear foot for “New 6-foot Steel Ornamental Fence” constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to furnish and install new steel ornamental fence as shown in the plans and described in the specifications. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-14.1 Description (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 143 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 This work shall also consist of constructing wheel chair ramps, colored cement concrete band, linear stamped concrete 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. SECTION 8-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.2 Materials (******) 8-14.2(A) Colored Cement Concrete Band (Kent Special Provisions) Colored Cement Concrete Band shall be Type II Gray Portland Cement with color hardener. Color hardener shall be a uniform, warm dark gray color “Smoke Beige” #4948 Emerchrome SC by Scofield, Company, or approved equal. Reference Kent Standard plan 7-18. Colored cement concrete band area shall be cured and sealed with a curing compound and sealer to be approved by color additive manufacturer, for use with colored concrete, and shall comply with ASTM C309. Curing compound and sealer shall be water based, non-flammable, low gloss, non- yellowing, non-clouding and wear resistant. Compound and sealer shall protect against water damage, oil and common stains, formulated for exterior use. (******) 8-14.2(B) Linear Stamped Concrete (Kent Special Provisions) Linear Stamped Concrete shall be Type II Gray Portland Cement with color hardener per Standard Plan 7-19.3. Linear Stamped Concrete shall be cured and sealed with a curing compound and sealer to be approved by color additive manufacturer, for use with colored concrete, and shall comply with ASTM C309. Curing compound and sealer shall be water based, non-flammable, low gloss, non- yellowing, non-clouding and wear resistant. Compound and sealer shall protect against water damage, oil and common stains, formulated for exterior use. SECTION 8-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.3 Construction Requirements (******) 8-14.3(A) Colored Cement Concrete Band (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 144 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Qualified and competent workman shall have a minimum five (5) years of work experience for same paving type installation, and placement of colored, scored and broom finished concrete. Colored Cement Concrete Band Installer’s Additional Qualifications: Installer shall provide a list of five (5) successfully installed projects that include color hardener and architectural score joint concrete work within the Western United States. Include the following information: Address/ name of project; square footage; date of installation; contact name and phone number; up to (2) photos of each project. Submittal Contractor shall submit color hardener manufacturer’s sample chip set and indicate color hardener numbers and required dosage rates for Engineer’s approval. Mock-Up Samples Prior to start of pavement work the Contractor shall provide (2) two one-feet by ten feet mock-up samples of the colored cement concrete band by use of color hardeners for Engineer’s approval. Each mock-up sample shall receive one color hardener with curing agent and medium broom finish. The final approved sample shall be the standard for the balance of the rest of the work installed and shall be protected from damage until final acceptance and approval. Mock-up samples provided for approval by Engineer shall be incidental to and included in the unit bid price for “Colored Cement Concrete Band, 12 Inch Wide” per these Special Provisions. No additional concrete shall be placed prior to the test panel being approved by the Engineer. (******) 8-14.3(B) Linear Stamped Concrete (Kent Special Provisions) The contractor shall confirm the lead time with the manufacturer before submitting the construction schedule. The construction schedule shall include the lead time, order date, and the delivery date. Qualified and competent workman shall have a minimum five (5) years of work experience for same paving type installation, and placement of colored, scored and stamped concrete. Linear Stamped Concrete Installer’s Additional Qualifications: Installer shall provide a list of 5 successfully installed projects that include color hardener and architectural score joint concrete work within the Western United States. Include the following information: Address/ name of project; square footage; date of installation; contact name and phone number; up to (2) photos of each project. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 145 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Submittal Contractor shall submit color hardener manufacturer’s sample chip set and indicate color hardener numbers and required dosage rates for Engineer’s approval. Mock-Up Samples Prior to start of pavement work the Contractor shall provide (2) two six (6) feet by six (6) feet mock-up samples of the Linear Stamped Concrete by use of color hardeners for Engineer’s approval. Each mock-up sample shall receive one color hardener with curing agent and medium broom finish. The final approved sample shall be the standard for the balance of the rest of the work installed and shall be protected from damage until final acceptance and approval. Mock-up samples provided for approval by Engineer shall be incidental to and included in the unit bid price for “Linear Stamped Cement Concrete Sidewalk, (4-Inch Thick)” per these Special Provisions. No additional concrete shall be placed prior to the test panel being approved by the Engineer. SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-14.3(3) Placing and Finishing Concrete (Kent Special Provisions) 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. Curb ramp cross slope shall be constructed to not exceed 1.5% cross slope. Curb ramp running slopes shall be constructed to not exceed noted ramp running slopes in the plans. Landing shall be constructed to not exceed slopes noted in the plans. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 146 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Curb ramps shall be of the type specified in the Plans and shall include the detectable warning surface. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans. The two-foot wide detectable warning surface, unless specified, shall be yellow and shall match the color of “Standard Interstate Yellow” paint as specified in Formula K-2-83. SECTION 8-14.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-14.3(5) Detectable Warning Surface (Kent Special Provisions) Detectable warning surface (Truncated domes) placed on cement concrete or an existing surface including asphalt ramps or existing concrete ramps where specified on the plans shall be yellow, non-skid and shall be installed by a licensed installer per the manufacturer’s specifications. The detectable warning surface used shall be continuously 2’ wide along curb ramp radii with no gaps. SECTION 8-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-14.4 Measurement (Kent Special Provisions) Scored Cement Concrete Sidewalk shall be measured by square yard for a completed scored concrete sidewalk including the sawcut grid joints. Colored Cement Concrete Band, 12 Inch Wide shall be measured by linear foot of 12 inch wide, 4 inch thick completed Colored Cement Concrete Band with joints. Linear Stamped Concrete shall be measured by square yard for a completed linear stamped concrete including the stamp pattern and joints. SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-14.5 Payment (Kent Special Provisions) Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: “Cement Concrete Sidewalk, (4-Inch Thick),” per square yard “Cement Concrete Sidewalk Ramp Type Parallel A,” per each The unit bid price per square yard and 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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 147 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 disturbed from sidewalk forms, furnish and install the Detectable Warning Surfaces (DWS), and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. Contractor shall note that some power and communication facilities will need to remain in-place until completion of the relocation of these facilities. This bid item shall include all costs associated with discontinuing sidewalk at these locations, remobilization after facility removal, and completion of sidewalk system. The unit bid per square foot for “Detectable Warning Surface” constitutes complete compensation for all materials, labor, tools and equipment necessary to furnish and install the detectable warning surface per the manufacture recommendation and in full compliance with ADA requirements. This bid item is for the detectable warning surface called out on the plan with bid item number 1144. “Cement Concrete Sidewalk, (4-Inch Thick), 1’ x 1’ Saw Cut Scoring,” “Cement Concrete Sidewalk, (4-Inch Thick), 2’ x 2’ Saw Cut Scoring,” “Cement Concrete Sidewalk, (4-Inch Thick), 4’ O.C. Saw Cut Scoring,” The unit contract price per square yard for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install Cement Concrete Sidewalk with the sawcut scoring grid as shown on the plans and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks that are disturbed from sidewalk forms, thickened edge concrete, reinforcement, and any other items necessary to complete the installation of the sidewalk as shown on the plans. All joints, finishing, and grouting shall be considered incidental with the bid item price. The unit contract price per linear foot for “Colored Cement Concrete Band, 12 Inch Wide” constitutes complete compensation for all materials, labor, tools and equipment required to furnish, and install the Colored Cement Concrete Band (4 inch thick) in accordance with the plans, specifications and as directed by the Engineer. All joints, finishing, color hardener, and grouting shall be considered incidental with the bid item price. The unit contract price per square yard for “Cement Concrete Rat Slab, (4-Inch Thick)” constitutes complete compensation for all materials, labor, tools and equipment required to install the Cement Concrete Rat Slab in accordance with the plans, specifications and as directed by the Engineer. The unit contract price per square yard for “Linear Stamped Cement Concrete Sidewalk, (4-Inch Thick),” constitutes complete compensation for all materials, labor, tools and equipment necessary to furnish and install the sidewalk as shown on the plans and in accordance with the Kent Special Provisions. Any other materials, labor, and tools required to complete the linear stamped concrete for sidewalk shall be considered incidental with the bid item price. All joints, curing compound, and sealer shall be considered incidental with the bid item price. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 148 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 8-19 STREET FURNITURE (******) 8-19.1 Graffiti Proof Protection for Utility Boxes (Kent Special Provisions) New Section • Description: Graffiti and chemical proof film shall provide graffiti-proof protection, chemical resistant, UV protectant, fade-resistant with Adhesive Guard protection, acid-etching resistant, 1 mil thick with permeant acrylic pressure and heat sensitive assist roll laminators. • Note: Graphics for wrap shall be reviewed and approved by the City of Kent. (******) 8-19.2 Materials (Kent Special Provisions) Paint color and finish shall be powdercoat in accordance with paint manufacturer’s recommendations. See Section 6-07 for paint color and powder coating requirements. (******) 8-19.3 Construction Requirements (Kent Special Provisions) The contractor shall confirm the lead time with the manufacturer before submitting the construction schedule. The construction schedule shall include the lead time, order date, and the delivery date. Install Meeker Street Bench Type 1, and Litter Receptacle Type 1 in concrete sidewalk with approved expansion bolt according to the manufacturer’s installation instructions and as shown on the Plans. Use manufacturer-provided levelers to install bench level and plumb. Contractor shall submit catalog cut sheet including product information, dimensioning, finish, installation instructions, setback requirements and details for Meeker Street Bench Type 1, and Litter Receptacle Type 1 for Engineer’s approval prior to installation. The Contractor shall be responsible for ensuring the mounting surface and installation method are adequate to support and secure the Meeker Street Bench Type 1, and Litter Receptacle Type 1. Touch up for scratches for field applications shall be per recommendations from coating manufacturer. (******) 8-19.5 Payment (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 149 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 bid price per each for “Meeker Street Bench, Type 1 (Backless)” constitutes complete compensation for all materials, labor, tools and equipment necessary to furnish and install the bench as shown on the plans and in accordance with the specifications. The unit bid price per each for “Meeker Street Litter Receptacle, Type 1” constitutes complete compensation for all materials, labor, tools and equipment necessary to furnish and install the litter receptacle as shown on the plans and in accordance with the specifications. The unit contract price per square feet for “Graffiti Proof Protection for Utility Boxes” shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to furnish and install the Graffiti Proof Protection on the utility boxes as shown on the plans and described in the specifications. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL SECTION 8-20.1 IS REVISED AS FOLLOWS: (******) 8-20.1 Description (Kent Special Provisions) 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. (******) 8-20.2 Materials (Kent Special Provisions) Meeker Street standard street pole and luminaire shall be in according to Kent standard plan 7-25. The contractor shall submit an 8 x 10 RAL color sample to proof the color, satin, and texture. The color shall match AEC C.01 GRAY standard or RAL7021 BLACK GREY Satin or approved equal. Meeker Street standard pedestrian pole and luminaire shall be in according to Kent standard plan 7-24. The irrigation, arms, and the flower baskets shown in the standard plan 7-24 are not required in this project. The contractor shall submit an 8 x 10 RAL color sample to proof the color, satin, and texture. The color shall match AEC C.01 GRAY standard or RAL7021 BLACK GREY Satin or approved equal. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 150 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SECTION 8-20.2(2) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM 2: (******) 8-20.2(2) Equipment List and Drawings (Kent Special Provisions) 3. Photometric curve data provided in electronic format IES format files provided on a 3 1/2 inch diskette or CD-ROM disk. 4. Photometric calculations showing that the proposed luminaire meets the minimum street lighting requirements of the City. 5. Catalog Cuts and/or ordering information clearly showing selected luminaire options. 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: (******) 8-20.3(5) Conduit (Kent Special Provisions) 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 SECTION 8-20.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 151 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Slip-resistant surfaces (non-skid) shall have a static coefficient of friction (COF) of 0.6 and WSDOT initial approval such as the Mebec1 (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 (Kent Special Provisions) 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 (Kent Special Provisions) THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: (******) 8-20.3(14)C Induction Loop Vehicle Detectors (Kent Special Provisions) THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 12 foot centers. ITEM 4 IS REVISED AS FOLLOWS: 4. All content after the first sentence is DELETED. ITEM 9 AND ITEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 152 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION: Loop sealant shall be CrafcoTM Loop Detector Sealant 271, or approved equal. Installation shall conform to the manufacturer’s recommendations. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: (******) 8-20.3(14)D Test for Induction Loops and Lead-In Cable (Kent Special Provisions) SPECIFIED TESTS ARE REVISED AS FOLLOWS: Test B – A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C – A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. SECTION 8-20.3(14)E IS REVISED AS FOLLOWS: (******) 8-20.3(14)E Signal Standards (Kent Special Provisions) ITEM 8 IS REVISED AS FOLLOWS: 8. All tenons shall be field installed using Astro-BracTM AB-3008 Clamp Kits, or pre-approved equal. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-20.5 Payment (Kent Special Provisions) The unit contract price per each for “Remove Existing Street Light and Base” shall be considered complete compensation for all labor, materials and equipment necessary to remove the street light pole and base as shown on the plans. This item includes but shall not be limited to: removal of the street light pole and arm, salvaging, and delivery to the City maintenance facility, removal and disposal of the concrete base in its entirety, capping the electrical wires remaining, backfilling and compacting holes where necessary, and removal of associated junction boxes. The unit contract price per each for “6 Foot Diameter Traffic Loop” constitutes complete compensation for all labor, materials, tools, supplies, and equipment Meet Me on Meeker (Russell – GRE)/Almaroof SP - 153 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 necessary to provide and install a traffic loop to the size and location shown on the drawings and in accordance with the Kent Special Provisions and WSDOT Standard Specifications. The unit bid shall include but not be limited to: remove existing traffic loop, saw cutting the pavement, the first 30 lineal feet of lead-in wire, sealing, connect new wiring to existing home run cable, testing, labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any concrete curb and gutter cutting, sealing, and restoration needed for loop and wire installation. Note: The Contractor shall vacuum up all slurry produced during saw cutting for traffic loops and dispose of offsite in accordance with applicable regulations. The unit contract price per lineal foot for “Additional Lead-In Wire” shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the additional lead-in wire at the location shown on the plans and described in the specifications. The unit bid shall include but not be limited to: saw cutting the pavement, wiring, sealant, connect new wiring to existing home run wire, testing, labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any concrete curb and gutter cutting, sealing, and restoration needed for loop and wire installation. The unit contract price per lineal foot for “Conduit Pipe 2 Inch Diameter Schedule 80 PVC” shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the conduit at the locations shown on the plans and described in the specifications. The bid item price shall include but is not limited to: trench excavation, unsuitable material excavation, hauling and disposal, dewatering, cleanup, backfilling and compaction, fitting, testing, surface restoration, and connection to junction boxes and vaults. The unit contract price per lineal foot for “Spare Conduit Pipe 4 Inch Diameter Schedule 80 PVC With Pull Rope” shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the 4” conduits and pull rope at the locations shown on the plans and described in the specifications. The bid item price shall include but is not limited to: trench excavation, unsuitable material excavation, hauling and disposal, dewatering, cleanup, backfilling and compaction, fitting, testing, surface restoration, and connection to junction boxes and vaults. “Junction Box, Type 1” “Junction Box, Type 2” “Junction Box, Type 8” The unit bid per each for the above items constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary or incidental to furnish and install the junction box, including but not limited to excavation, backfill, dewatering if necessary setting to grade, slip-resistant surface, and welding the lids shut at the locations shown on the plans. Any adjustments made prior to the final finished elevation shall be considered incidental. Junction box lid shall be welded shut after acceptance. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 154 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The unit bid per each for “Remove Existing Junction Box” constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary or incidental to remove and dispose of the existing junction box including but not limited to excavation, backfilling, and dewatering as shown on the plans and described in the specifications. “Meeker Street Standard, Dual Pedestrian Luminaire and Pole” “Meeker Street Standard, Street Luminaire and Pole” The unit contract price per each for the above bid items constitutes complete compensation for all materials, labor, tools, and equipment required to furnish and install the lighting pole as shown on the plans and described in the specifications. The bid item price shall include but not limited to: lighting pole, base, concrete foundation, luminaire arm, pole power receptacle, luminaire fixture including hardware, photoelectric control, conduits, wiring to the fuse holder, fuse kits, anchors, excavation, dewatering, backfilling, compacting and all other items as specified. Also included in this bid item price (trenching, conduit, wiring, trench backfill, and connections) from the lighting pole to the associated junction box. All additional materials and labor, not shown in the plans or called for herein and which are required for a fully functional lighting system shall be considered incidental in this bid item price. The lump sum contract price for “Electrical Wiring and Connections” constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to furnish and install all wiring, connections (including all wiring and connections from the service panel board to the junction boxes) for the street lights, pedestrian lights, bollards, receptacle outlets, irrigation system, loops, and testing as shown on the plans and described in the specifications. The bid item shall also include furnishing and installing all other electrical components required for fully functional electrical wiring system as shown on the plans and described in these specifications. The lump sum contract price for “Service Cabinet” shall be full pay for the construction of the complete service cabinet as shown in the Plans, Kent Standard Plan 6-96M, and as herein specified including but not limited to: excavation, backfilling, concrete foundation, conduits, service cabinet, circuit breakers, wiring, connections, making all required tests, and Labor and Industries electrical inspection. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the service cabinet, shall be included in the lump sum contract price. The lump sum price shall include the removal of the existing service cabinet, wiring, conduits and the concrete foundation. The contractor shall coordinate with PSE to disconnect the existing panel, and connect the new service panel. The unit contract price per each for “Pedestrian Pushbutton Assembly” shall constitute complete compensation for all labor, tools, materials, supplies necessary to furnish and install a new pushbutton assembly as shown on the plans and described in the specifications. This bid item shall include but not be limited to: remove existing pedestrian pushbutton assemblies and existing posts, furnishing and installation of new pushbutton assembly on new or existing post, wiring, connections, conduits, fittings, brackets, covering abandoned holes on the signal poles, testing, labor and industry inspection, all wiring between pedestrian signal Meet Me on Meeker (Russell – GRE)/Almaroof SP - 155 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 head and pedestrian pushbutton assembly and the junction boxes, and all other items required for a fully functional system. The unit contract price per each for “Pedestrian Pushbutton Metal Post” shall constitute complete compensation for all labor, tools, materials, supplies necessary to furnish and install new metal post with foundation as shown on the plans. This bid item shall include but not limited to: new concrete foundation, furnish and install new post, bracket, bolts and all other required items as shown on the plans and described in the specifications. Reference WSDOT standard plans J-20.15-03. The unit contract price per each for “Installation and Connections - City Owned Video Detection Camera” constitutes complete compensation for the installation and connection of the city owned video detection camera. This bid item also includes all wiring and connections, testing, sighting adjustment for phasing, and all other components necessary for the fully functional detection system as directed by the engineer. All additional materials not shown in the plans or called for herein and which are required to complete the video detection system installation shall be included in the unit contract price of this bid item. This item also includes removal of the system after new loops are installed and connected and delivery to City Signal Shop. The video detection system shall remain the property of the City of Kent upon project completion. The unit contract bid price per ton for “Sand for Conduit Bedding” shall constitute complete compensation for all materials, equipment, tools and supplies necessary to furnish and install the sand for bedding the conduit as shown on the plans and as specified herein. 8-21 PERMANENT SIGNING 8-21.3 Construction Requirements SECTION 8-21.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-21.2 Materials (Kent Special Provisions) Sign posts shall be rolled carbon sheet steel, ASTM 1011 or ASTM A653 grade 50 and be hot dipped galvanized per AASHTO M-120 with minimum yield strength of 60,000 psi. Sign posts shall be 2” square with 7/16” diameter pre-punched holes on 1” center full length of the post on all sides. Post anchors shall be zinc hot dipped galvanized material meeting ASTM A500 grade B, 7 gauge. 2 ½” x 2 ½” square Telespar anchor or Engineer approved equivalent. Post anchor length shall be 30”. Post anchor shall have a 7/16” diameter hole on each side of the post located 2” from the top. (******) 8-21.3 Construction Requirements (Kent Special Provisions) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 156 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 All sign post shall be installed on cement concrete foundation and post anchor or light pole per Kent Standard Plan 6-82aM. The concrete in the sign foundation shall be Commercial Concrete in accordance with the requirements of Section 6-02. Cement concrete foundation and post anchor shall be allowed to cure at least 24 hours prior to post and sign installation. The vertical distance from the bottom of the sign to the edge of traveled way shall not be less than 7 feet. The vertical distance from the bottom of the sign to the ground surface for D3 series signs shall not be less than 9 feet. SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: (******) 8-21.3(4) Sign Removal (Kent Special Provisions) 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 240th 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 (Kent Special Provisions) Relocated signs shall be installed on new wood posts unless otherwise specified on the plans, or by the Engineer. The contractor shall coordinate with Metro Transit for relocating the existing bus stop sign on Meeker Street. SECTION 8-21.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-21.4 Measurement (Kent Special Provisions) “Traffic Sign” shall be measured per each sign furnished and mounted or relocated to existing sign post or light pole. Reference Kent standard plan 6-82. No payment Meet Me on Meeker (Russell – GRE)/Almaroof SP - 157 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 will be made for installing the sign in temporary location during construction. Temporary location shall be considered incidental with the bid item price. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-21.5 Payment (Kent Special Provisions) 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, the traffic signs and posts shown on the plans and described in the specifications. The unit contract price per each for “Traffic Sign” constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to supply and install the traffic sign as shown on the plans and described in the specifications. This unit price shall include mounting the new sign on the existing light pole or existing sign post as shown on the plans. The bid item price shall also include complete compensation for all labor, tools, materials, hardware, supplies and equipment necessary to relocate the existing sign 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 (Kent Special Provisions) THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of parallel SOLID WHITE lines, 10-feet long, 24 inches wide, aligned parallel with the direction of traffic. Lines are located as shown in Kent Standard Plan 6-75M (with 10 ft long strips) or as shown on the plans. 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 10-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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 158 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 (Kent Special Provisions) Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying the following pavement markings.  Plastic Crosswalk Lines  Plastic Stop Lines (12 inch wide)  Plastic Stop Lines (24 inch wide)  Plastic White Strip Line (12 inch wide) 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  Profiled Plastic Skip Lane Line  Profiled Plastic Wide lane lines  Plastic Bike Lane Lines not applied in sidewalk  Plastic Dotted Bike Lane Line  Profiled Plastic Double Yellow Center Line  Profiled Plastic Two-Way Left Turn Lane Lines  Plastic Traffic Arrows  Plastic Traffic Letters  Plastic Railroad Crossing Markings  Plastic Double Dotted Extension Line  Plastic Bike Lane Symbols with Arrows not applied in sidewalk 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 applied in sidewalk  Plastic Green Bike Lane  Green bike crossing  All other pavement markings installed in sidewalks and pedestrian pathways for the purpose of directing cyclists. Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 159 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 °F to 450 °F (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(54°C), and show no deformation or flaking at temperatures between –10 °F to 140 °F (–23 °C to 60 °C). The marking compound shall contain glass beads and shall have top dressing of glass beads applied. Type B plastic material shall have glass beads homogeneously blended throughout the material with a securely bonded protruding exposed layer of beads that provide immediate and required retroreflectivity. No additional glass beads shall be needed to be dropped on the material during application to obtain the required retroreflectivity. MMAX AREA MARKINGS WITH CORUNDUM shall meet the requirements of Section 8-22.3(A). No glass beads are required. Type D plastic material shall meet the requirements of Section 9-34. Glass beads shall be as recommended by the material manufacturer. Raised Pavement Markers shall meet the requirements of Section 8-09.2. All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). 8-22.3 Construction Requirements SECTION 8.22.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-22.3 Construction Requirements (Kent Special Provisions) Profiled and Embossed plastic lines shall be constructed in accordance with the WSDOT Standard Plan M-20.20-02 Unless otherwise noted on the plans, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-74M. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 8-22.3(A) MMA Area Markings With Corundum (Kent Special Provisions) New Section Meet Me on Meeker (Russell – GRE)/Almaroof SP - 160 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 MMAX AREA MARKINGS WITH CORUNDUM is designed to meet the non-slip requirements needed for cyclist and shall be mixed and installed in accordance with the Manufacturer’s specifications conforming to the following requirements: Materials used to create MMAX AREA MARKINGS WITH CORUNDUM shall consist of MMAX AREA MARKING Pre-pigmented Methyl Methacrylate Resin, MMAX AREA MARKING hardwearing aggregate and catalyst. MMAX AREA MARKING’s will have the following performance properties: Density 18.5 +/- 0.5 Lbs. / Gallon Solids >99% ASTM D2205 Build Thickness 90 +/- 10 Mils VOC <100 Grams/Liter Pot Life ~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 40°F to 80°F. Keep out of direct sunlight and protected from open flame. Finished Color: E-F Bike Lake Green or White as specified in the contract plans. Methyl Methacrylate Resin: Methyl Methacrylate resin shall have the following properties: Density 12.8 +/- 0.35 Lbs/Gal Tensile >2000 psi ASTM D638 Elongation >70% ASTM D638 Flash Point >50°F / 10°C ASTM D1310 Resin must be supplied in compliant metal pails that have UN1A2Y1.9/100 rating. Aggregate: Hardwearing Aggregate shall be provided by the manufacturer and will have a hardness of 9 on the Mohs scale. Aggregate shall be a neutral, light color that will not affect the color of the finished product, and will have a mesh sizing of 24 Grit. Aggregate must be supplied in 25.5 +/- lbs. (11.7 +/- 0.23kg) pre-packaged bags or pails. Catalyst: Catalyst shall come in a powder form and be supplied in bulk at the maximum usage rate of 0.51 +/-0.2 lbs (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 5°F above the dew point temperature with less than 75% relative humidity. Clean the intended application area thoroughly. All loose particles, dirt, sand dust, etc. must be removed. Broom and use a power blower or compressed air. The Meet Me on Meeker (Russell – GRE)/Almaroof SP - 161 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 surface must be clean, dry and free of all dust, oil, debris and any other material that might interfere with the bond between marking and the surface to be treated. All concrete curing compounds shall be completely removed from concrete surfaces prior to installation by shot blasting or grinding. Existing concrete surfaces shall be wire brushed, but may require shot blasting or grinding dependent on condition.’ Clean areas containing chemical contaminants such as vehicle fluids, using a degreasing solution, and ensure removal of contaminants and degreasing solution well in advance of the application. Existing pavement markings that are to be left in place, utilities, drainage structures, curbs and any other structure within or adjacent to the treatment location shall be masked to protect from application. Existing pavement markings conflicting with the surface treatment must be removed by grinding or water blasting. Extra care must be taken to thoroughly remove the dust and debris caused from grinding. Installed pavement marking must be 100% cured, which will be a hardened solid state, before opening the marked area to traffic. SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-22.3(1) Preliminary Spotting (Kent Special Provisions) The Contractor shall be responsible for preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines shall be provided at transition points as required by Kent Standard Plan 6-74M. Approval by the Engineer is required before the placement of permanent pavement marking. SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: (******) 8-22.3(2) Preparation of Roadway Surfaces (Kent Special Provisions) 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: (******) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 162 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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. SECTION 8-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-22.3(3)B Line Patterns (Kent Special Provisions) 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 30-foot unit consisting of a 10-foot line and a 20-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 30-foot unit consisting of a 10-foot line and a 20-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 30-foot unit consisting of a 10-foot line and a 20-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. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 163 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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, parking stall and ADA delineation, adjacent lanes traveling in the same direction or bus pull-outs. Pedestrian path - A series of solid white line, 12 inches wide by 5- foot long and 2-foot gap. Bike Lane Line - A solid white line 8 inches wide that is used to delineate a bike lane adjacent to general-purpose lanes. Crosswalk Stripe A series of pairs of parallel SOLID WHITE lines, 10-feet long and spacing as shown in Kent Standard Plan 6-75M. The crosswalk strip for the raised concrete crosswalk shall be 10-feet wide. Plastic Dotted Bike Lane Line - A dotted white line 8 inches wide with the dotted pattern based on an 12-foot unit consisting of a 3-foot line and a 9-foot gap. Plastic Double Dotted Extension Line – Two broken yellow line, each 4 inches wide, separated by a 4-inch space. The dotted pattern shall be based on a 8-foot unit consisting of a 2-foot lines and a 6-foot gap. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-22.3(5) Installation Instructions (Kent Special Provisions) 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 (Kent Special Provisions) 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. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 164 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Painting is not an acceptable method for obliteration or removal of pavement markings. Only hydroblasting equipment will be allowed for the removal of pavement markings. Vacuum shrouded equipment, or other equally effective means, shall be used to contain and collect all debris and excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated marking. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8-09.3(1) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-22.4 Measurement (Kent Special Provisions) Measurement of profiled plastic double yellow center line shall be by the completed linear foot. The measurement for all painted stripes will be based upon a marking system capable of simultaneous application of two 4-inch lines with one 4-inch space between the two lines. No deduction will be made for the unmarked area when the pavement marking includes a skip stripe; and no additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. Measurement of raised pavement markers will be units of one hundred for each type of marker furnished and set in place. “Profiled Plastic Wide Lane Line” “Plastic Stop Line (24 inch wide)” “Plastic White Strip Line (12 inch wide)” The measurement for the above items will be based on the total length of each line installed. Measurement of Plastic Bike Lane Symbol with Arrow shall be measured by each completed bike symbol with arrow. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 165 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-22.5 Payment (Kent Special Provisions) Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: “Profiled Plastic Double Yellow Center Line,” per linear foot “Profiled Plastic Wide Lane Line,” per linear foot “Plastic Stop Line (24 inch wide),” per linear foot “Plastic White Strip Line (12 inch wide),” per linear foot 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-23.1 Description (Kent Special Provisions) The work shall consist of furnishing, installing, maintain through construction, and removing temporary pavement markings. Temporary pavement markings shall be provided for all lane shifts and detours resulting from construction activities as shown in the traffic control plans and described in these specifications. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. (******) 8-23.5 Payment (Kent Special Provisions) The unit contract price per lump sum for “Temporary Pavement Marking – Long Duration” constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish, install, maintain through construction, and removing the temporary pavement markings. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-26 MEEKER STREET ACCENT BOLLARD LIGHTING (******) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 166 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 8-26.1 Description (Kent Special Provisions) New Section This work shall consist of accent bollard lighting as noted shown on Plans. (******) 8-26.2 Materials (Kent Special Provisions) New Section Meeker Street accent bollard lighting shall be in according to Kent Standard Plan 7- 28. The accent bollard lighting shall be 6 inch diameter stainless steel illuminated column, 360 degree perforated shields, 17W custom LED light engine with performance CREE LED at 3000K, surface mount with J-bolts. Paint color and finish shall be powdercoat with anti-graffiti properties in accordance with paint manufacturer’s recommendations. See Section 6-07 for paint color and powder coating requirements. (******) 8-26.3 Construction Requirements (Kent Special Provisions) New Section The contractor shall confirm the lead time with the manufacturer before submitting the construction schedule. The construction schedule shall include the lead time, order date, and the delivery date. If the Contractor damages the Meeker Street accent bollard lighting during pickup, transport, or installation, the Contractor shall repair or replace the accent bollard lighting to a condition satisfactory to the Engineer. (******) 8-26.4 Measurement (Kent Special Provisions) New Section Meeker Street accent bollard lighting shall be measured per each bollard furnished and installed. (******) 8-26.5 Payment (Kent Special Provisions) New Section Payment will be made in accordance with Section 1-04.1, for the following bid item when they are included in the Proposal: The unit contract price per each for “Meeker Street Accent Bollard Lighting” shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to furnish and install the bollard lighting. The bid item price shall include but is not limited to: excavation; backfill and compaction, concrete foundation, Meet Me on Meeker (Russell – GRE)/Almaroof SP - 167 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 anchor bolts, base plate, conduits, wiring, connections, testing, and all other items required to have a fully functional bollard lighting as shown on the plans and described in the specifications. The bid item price shall include all wiring, conduits, and connections from the bollard to the junction box. 8-28 POTHOLE UTILITIES (******) 8-28.1 Description (Kent Special Provisions) New Section This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, 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 (Kent Special Provisions) New Section Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. (******) 8-28.3 Construction Requirements (Kent Special Provisions) New Section The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. (******) 8-28.4 Measurement (Kent Special Provisions) New Section Pothole utilities shall be measured per pothole work performed. (******) 8-28.5 Payment (Kent Special Provisions) New Section Meet Me on Meeker (Russell – GRE)/Almaroof SP - 168 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 or as directed by engineer. Patching material shall be incidental with this bid item price. 8-30 PROJECT SIGNS (******) 8-30.1 Description (Kent Special Provisions) New Section This work shall consist of providing all posts, braces, and hardware and installation and maintenance of project signs where shown in the plans or where directed by the Engineer. All project signs become the property of the City at the end of the project, and the Contractor shall deliver project signs to the City Maintenance Shop. (******) 8-30.2 Materials (Kent Special Provisions) New Section Sign shall be 4 feet high by 8 feet wide laminated vinyl face and securely mounted on Dibond aluminum panel or approved equal. Sign posts shall be 4 inch x 6 inch Fir. (******) 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts (Kent Special Provisions) New Section All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. (******) 8-30.3(2) Design A (Kent Special Provisions) New Section Three (3) vertical 4 inch x 4 inch Fir posts shall be attached to the sign board. Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. (******) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 169 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 8-30.3 Installation (Kent Special Provisions) New Section Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12.25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. (******) 8-30.4 Measurement (Kent Special Provisions) New Section Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs, as determined by the Engineer, shall be deemed noncompliance with this Specification. (******) 8-30.5 Payment (Kent Special Provisions) New Section Payment will be made in accordance with Section 1-04.1, for the following bid item when included in the Proposal: The unit contract price per each for “Project Sign” constitutes complete compensation for furnishing all sign(s), labor and materials, installation and maintenance of project sign(s) for the life of the project and removal and delivery of sign(s) to the City Shops. Failure to adequately maintain and deliver the project signs to the City Maintenance Shop after project completion shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. 8-31 MEEKER STREET HEAVY DUTY BOLLARD (******) 8-31.1 Description (Kent Special Provisions) New Section This work consists of furnishing and installing heavy duty metal bollards according to the specifications and details shown on the plans. (******) 8-31.2 Materials (Kent Special Provisions) New Section Meet Me on Meeker (Russell – GRE)/Almaroof SP - 170 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Heavy bollard shall be fabricated with 8" diameter, semi dome top, schedule 40 stainless steel type 316, permeant concrete embedded type, finishing shall be in brush satin with clear anti- graffiti coating. Meeker Street heavy duty bollard shall be in according to Kent Standard Plan 7-10. (******) 8-31.4 Measurement (Kent Special Provisions) New Section Heavy Duty Bollards shall be measured per each bollard furnished and installed. (******) 8-31.5 Payment (Kent Special Provisions) New Section Payment will be made in accordance with Section 1-04.1, for the following bid item when they are included in the Proposal: The unit contract price per each for “Meeker Street Heavy Duty Bollard” shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to furnish and install the heavy duty bollard with foundation as shown on the plans and described in the specifications. The bid item price includes but is not limited to: excavation; backfill and compaction, concrete foundation, galvanized steel inner core, and all other items required to install the heavy bollard as shown on the plans for and described in the specifications. 8-33 TREE/STUMP REMOVAL (******) 8-33.1 Description (Kent Special Provisions) New Section This work shall consist of cutting and removal of tree(s), roots, and stump(s) identified on the plans or identified by the Engineer. The Contractor shall notify the Engineer of any trees that require removal that are not already shown on the plans. The Contractor shall not remove any trees without prior approval by the Engineer. (******) 8-33.3 Construction Requirements (Kent Special Provisions) New Section The contractor shall cut and transport trees to an approved off-site location. All stumps will be removed and disposed of by the Contractor off-site. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 171 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 All roots and stumps within a circle of 4 feet radius from the tree’s center shall be removed to a minimum 4 feet depth from the existing grade level around the stump, unless otherwise directed by engineer. All shallow roots within 2 feet depth that result in raised/ damaged/ cracked sidewalk and driveway shall be removed and disposed, unless otherwise directed by engineer. The contractor shall protect all sidewalks, pavement, driveways, buildings, fence, landscaping, and curbs that are not marked for removal on the plans. Any damage during falling the trees shall be repaired by the contractor with no additional cost. Most of the trees and stumps are located adjacent to overhead and/or underground utilities. The Contractor shall coordinate with all utility providers encountered as required prior to falling trees and stump removal. The contractor shall coordinate with all property owners and residents prior to falling trees and stump removal. The Contractor shall include all cost associated with the above referenced in the unit contract price for “Remove Existing Landscape Tree” and “Stump and Roots Removal”. The contractor shall protect the existing fiber cable when removing the trees and the stump. Any damage to the fiber cable during construction shall be fixed by replacing the full length of the fiber cable between the two service cabinets on Russell road and 64th Ave S on the contractor expense without any additional cost. The contractor shall protect all trees and shrubs located within the temporary construction easement unless otherwise noted on the plans or directed by engineer. (******) 8-33.4 Measurement (Kent Special Provisions) New Section “Remove Existing Landscape Tree” shall be measured per each. Other trees smaller than 4” DBH (diameter breast height) or lower than the breast elevation that requiring removal shall be considered incidental to the clearing and grubbing bid item. (******) 8-33.5 Payment (Kent Special Provisions) New Section The unit contract price for “Remove Existing Landscape Tree” per each shall be full pay for all labor equipment, supplies, materials, and tools required to cut, remove, and dispose of existing trees as shown on the plans and directed by the Engineer. The bid item “Stump and Roots Removal” shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. This payment shall constitute complete compensation for all labor, materials, tools and equipment necessary to remove and dispose tree stump and all roots larger than Meet Me on Meeker (Russell – GRE)/Almaroof SP - 172 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 2-inch diameter and all other roots near existing utilities or conduits. This work shall be done by hand excavation, air spade, or equivalent method as approved by engineer to protect existing underground utilities. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 173 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 DIVISION 9 – MATERIALS 9-03 AGGREGATES 9-03.12 Gravel Backfill SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: (******) 9-03.12(3) Gravel Backfill for Pipe Zone Bedding (Kent Special Provisions) Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. 9-03.14 Borrow SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-03.14(1) Gravel Borrow (Kent Special Provisions) 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. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 174 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub-base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. SECTION 9-03.17 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-03.17 Foundation Material Class I and Class II Foundation Material Class I and Class II shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class II shall conform to the following gradations: Percent Passing Sieve Size Class II 6” square 100 4” square 100 2” square 065-85 1” square 40-70 1/4” square 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 155 pcf min Specific Gravity 2.48 min Meet Me on Meeker (Russell – GRE)/Almaroof SP - 175 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 9-03.21 Recycled Material SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-03.21(1)D Recycled Steel Furnace Slag (Kent Special Provisions) Steel Furnace Slag shall not be used for any purposes. 9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 9-13.8 Rock for Ditches (Kent Special Provisions) Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passing 12” 95 to 100 6” 40 to 60 3” 10 to 20 3/4” 0 to 5 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 9-14.1(4) Potting Soil Mix (Kent Special Provisions) Potting Soil shall be a blend of compost made from recycled yard and food trimmings, mixed with bark, coconut fiber or peat, pumice, earthworm castings and organic fertilizers, specifically blended for planter pots. Source should be commercial operation with expertise in production of topsoil, an established method of screening materials to verify no pollutant contamination and that all materials are biodegradable. 9-14.2 Topsoil Meet Me on Meeker (Russell – GRE)/Almaroof SP - 176 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SECTION 9-14.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.2(1) Topsoil Type A (Kent Special Provisions) 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 Size * Percent 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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 177 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 cost to the owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. F. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application. SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 9-14.2 (4) Sandy Loam (Kent Special Provisions) New Section 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 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.4 Fertilizer (Kent Special Provisions) Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6- 10-8). Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.5 Mulch and Amendments SECTION 9-14.5(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.5(3) Wood Chip Mulch (Kent Special Provisions) Wood Chip mulch shall be medium grade composted ground fir or hemlock bark. The bark shall be uniform in color, free from weed seeds, sawdust and splinters. The mulch shall not contain resin, tannin, wood fiber or other compounds Meet Me on Meeker (Russell – GRE)/Almaroof SP - 178 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 detrimental to plant life. The moisture content of bagged mulch shall not exceed 22%. The acceptable size range of wood chip mulch material is ½” to 1” with maximum of 20% passing the ½” screen. SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.5(8) Compost (Kent Special Provisions) Compost shall not contain any sawdust, straw, green or under-composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. 9-14.7 Plant Materials SECTION 9-14.7(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.7(2) Quality (Kent Special Provisions) Plant material shall be free from disfiguring knots, swollen grafts, sunscald injuries, bark abrasions, evidence of improper pruning or other objectionable disfigurement. Potted and container stock shall be well rooted and vigorous enough to ensure survival and healthy growth. Shrubs shall have full foliage (not leggy). Container stock shall be grown in its delivery container for not less than six (6) months, but not for more than two (2) years. Root bound or broken containers will not be accepted. Bare root, liner and root stock with dried or shriveled roots from exposure will not be accepted. Trees shall meet WSDOT standard “Street Tree Grade” and will be provided with untapped, straight, single leaders, and shall be free of branches to minimum six (6) feet above ground line. Trees shall have full crowns and balanced branching. Measurements, caliper, branching, grading, quality, balling and burlapping shall follow the Code of Standards of the American Associate of Nurserymen in the American Standard for Nursery Stock, ANSI 260.1, latest edition. Measurements shall be taken with all branches in their normal growing position. Plants shall not be pruned prior to delivery to site. SECTION 9-14.7(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.7(3) Handling and Shipping (Kent Special Provisions) All plant material shall be transported to planting locations with care to prevent damage. Tie back branches as necessary and protect bark from chafing with burlap bags. Do not drag plant materials along ground without proper protection of roots Meet Me on Meeker (Russell – GRE)/Almaroof SP - 179 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 and branches. Protect rootballs from environmental or mechanical damage and water as necessary to keep roots moist. SECTION 9-14.7(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.7(4) Tagging (Kent Special Provisions) All plant material shall be legibly tagged. Tagging may be by species or variety with minimum of one tag per ten trees, shrubs, groundcovers. Remove all tagging prior to final acceptance. SECTION 9-14.7(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.7(5) Inspection (Kent Special Provisions) The Contracting Agency shall reserve the option of selecting and inspecting plant material at the nursery. The Contractor shall provide the Contracting Agency with at least one week notice prior to preparing plants for shipping and delivery. The Contractor shall neither deliver to site nor install plant materials until authorized by the Contracting Agency. SECTION 9-14.7(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.7(7) Temporary Storage (Kent Special Provisions) Cold storage of plants shall not be permitted. If planting is delayed more than 24 hours after delivery, set balled and burlapped plants on the ground, well protected with soil or wet peat. Adequately cover all roots of bare root material with soil or wet peat. Protect rootballs from freezing, sun, drying winds or mechanical damage. Water plant material as necessary until planted. Plants shall not be stored for more than one week. Longer storage period at project site will result in rejection of plant materials by the Contracting Agency. SECTION 9-14.8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: (******) 9-14.8(1) Tree Ties (Kent Special Provisions) New Section Meet Me on Meeker (Russell – GRE)/Almaroof SP - 180 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Tree ties shall be patent “Tre-Ties” sufficient in size and number to adequately support the trees as determined by Quentin Poil, Nursery Supervisor at 253-856- 5127. (******) 9-14.8(2) Root Barrier (Kent Special Provisions) Root Barrier shall be 24” depth, flexible interlocking panels with half-inch (1/2”) raised vertical reinforcing ribs, horizontal ground-lock tabs to prevent lifting and double top edge. Panels shall be made from injection molded High Impact Polypropylene (HIPP) with built-in UV inhibitors and a minimum thickness of 0.080 inches. 9-15 IRRIGATION SYSTEM SECTION 9-15.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-15.1 Pipe, Tubing and Fittings (Kent Special Provisions) All pipe and tubing shall be PVC or approved equal. All sleeving shall be Sch. 40 PVC, except as specified for roadway and driveway crossings, in 8-03.3(3) Piping of these Special Provisions. (******) 9-15.1(2) Polyvinyl Chloride Pipe And Fittings (Kent Special Provisions) PVC pipe shall be Schedule 40 PVC pipe for the main, laterals and sleeves. All fittings shall be Sch 80 PVC, unless otherwise specified on the plans and in these Special Provisions. SECTION 9-15.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-15.5 Valve Boxes and Protective Sleeves (Kent Special Provisions) Valve boxes for automatic control valve with extensions as necessary and bypass assemblies shall be grey flared box, HDPE construction with UV inhibitors, heavy duty seat collar, drop in locking, 17’’L x 24” D x 12”W with green HDPE drop in locking lid. Valve boxes for quick coupler shall be light duty HDPE with UV inhibitors, 10” diameter flared box with bolt down cover. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 181 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (******) 9-15.6 Shut Off Valves (Kent Special Provisions) Shut off valves shall be heavy duty cast brass body and heavy cast iron handwheel, suitable for residential or commercial potable water applications, with screwed bonnet, non-rising stem, solid wedge disc and integral seats. SECTION 9-15.7(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-15.7(2) Automatic Control Valves (Kent Special Provisions) The automatic control valve shall be plastic industrial irrigation valve; Durable glass-filled nylon construction with fabric-reinforced rubber diaphragm for long life and reliable performance; Globe configuration; Normally closed, forward flow design; Slow closing to prevent water hammer and subsequent system damage; One-piece solenoid design with captured plunger and spring for easy servicing and prevents loss of parts during field service; Flow control handle adjusts water flows as needed. Operational pressure range 20-200 psi. SECTION 9-15.8 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-15.8 Quick Coupling Equipment (Kent Special Provisions) Quick coupling valves shall be two-piece brass body design, with corrosion resistant steel springs. The quick coupler shall be rated for 5 to 125psi, 10-125 GPM, with locking, thermoplastic cover. SECTION 9-15.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-15.17 Electrical Wire And Splices (Kent Special Provisions) Electrical Wire shall be #14 UF wire. Direct bury splice kits shall be premium moisture-resistant connectors, max wire gauge 10AWG minimum wire gauge 18AWG, flame retardant. Conduit fittings for steel conduit shall be coated with galvanizing repair paint in the same manner as conduit couplings. Electroplated fittings are not allowed. Steel conduit entering concrete shall be wrapped in 2-inch-wide pipe wrap tape with a minimum 1-inch overlap for 12 inches on each side of the concrete face. Pipe wrap tape shall be installed per the manufacturer’s recommendations. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 182 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Galvanizing repair paint requirements for conduit couplings shall also apply to end bushings. DIVISION 9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: (******) 9-19 Submittals 9-19.1 Submittal Procedures (Kent Special Provision) New Section All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1. Contractor’s name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. (******) 9-19.2 Schedule of Submittals (Kent Special Provision) New Section 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. (******) Meet Me on Meeker (Russell – GRE)/Almaroof SP - 183 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 9-19.3 Shop Drawings, Product Data, and Samples (Kent Special Provision) New Section The Contractor shall submit the following for the Engineer’s review: 1. Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer’s full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor’s letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 184 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 1. “APPROVED AS SUBMITTED” – Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. “APPROVED AS NOTED” – Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. “AMEND AND RESUBMIT” – Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re-submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 9-19.4 Proposed Equivalents (Kent Special Provision) New Section The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-28.1 General (Kent Special Provisions) 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 (Kent Special Provisions) 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 Meet Me on Meeker (Russell – GRE)/Almaroof SP - 185 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 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 submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. 9-29 ILLUMINATION, SIGNAL, ELECTRICAL SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE BEGINNING OF THIS SECTION: (******) 9-29.1 Conduit, Innerduct, and Outerduct (Kent Special Provisions) Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes Meet Me on Meeker (Russell – GRE)/Almaroof SP - 186 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THESE SECTIONS: (******) 9-29.2(1)A Standard Duty Junction Boxes (Kent Special Provisions) Box frame and lid shall be hot dip galvanized only with anti- skid surface. 9-29.2(1)B Heavy-Duty Junction Boxes (Kent Special Provisions) Box frame and lid shall be hot dip galvanized only with anti-skid surface. 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: (******) 9-29.3(2)I Twisted Pair Communication Cable (Kent Special Provisions) Replace “AWG 22” with “#AWG 19”. THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. SECTION 9-29.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-29.6 Light and Signal Standards (Kent Special Provisions) The contractor shall use the specifications and details shown in the standard plans for Meeker standard plans. SECTION 9-29.6(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRPH AT THE BEGINNING OF THIS SECTION: (******) 9-29.6(2) Slip Base Hardware (Kent Special Provisions) Unless otherwise specified on the Street Lighting Plans, street light standards shall not have slip bases. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 187 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SECTION 9-29.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 9-29.6(6) Aluminum Light Standards (Kent Special Provisions) Pole shafts shall be constructed of seamless extruded tubes of 6063 aluminum alloy per ASTM B221 and shall be full-length heat treated after welding on the base flange to T-6 temper. The shaft shall be free of longitudinal welds. The pole shaft cap, when required, shall be cast aluminum 443 or 356F aluminum alloy and attached utilizing stainless steel screws. Pole base flanges shall be one piece cast socket of aluminum alloy 356 per ASTM B 26 or B108. The base flange shall be joined to the pole shaft by means of complete circumferential welds; externally at the top of the flange and internally at the bottom of the shaft tube. Single arm members shall be tapered and ellipsized from 6063-T6 aluminum alloy tubing. Arms shall be welded to an extruded mounting plate of 6063-T6 aluminum alloy and attached to the pole shaft by means of four 1/2 inch diameter stainless steel bolts, nuts and washers. A grommeted 1 1/4 inch cable entry (1 inch I.D. rubber grommet) shall be provided in the pole shaft at the arm mounting location. Arms shall have 2 inch N.P.S. slipfitters at least 8 inches in length. 9-29.10 Luminaires SECTION 9-29.10(1) IS REVISED BY REPLACING THE FIRST SENTENCE OF THE FIRST PARAGRAPH WITH THE FOLLOWING: (******) 9-29.10(1) Conventional Roadway Luminaires (Kent Special Provisions) All luminaires shall come equipped for IES type III, medium cutoff light distribution unless otherwise specified on the Street Lighting Plans and/or Traffic Signal Plans when those signals include street lighting luminaires. THE FOLLOWING PARAGRAPHS ARE ADDED TO THE END OF THIS SECTION: Meeker Street standard street luminaire shall be in according to Kent standard plan 7-25. Meeker Street standard pedestrian luminaire shall be in according to Kent standard plan 7-24. 9-29.12 Electrical Splice Materials SECTION 9-29.12(1) IS DELETED AND REPLACED WITH THE FOLLOWING: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 188 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (******) 9-29.12(1) Illumination Circuit Splices (Kent Special Provisions) Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. They shall employ the following moisture-blocking insulation. ScotchTM 2200/2210 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently-applied ScotchkoteTM 054007-14853 Electrical Coating. SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-29.12(2) Traffic Signal Splice Material (Kent Special Provisions) Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotch™#06147 Electrical Moisture Sealant, or approved equal. 9-29.16 Vehicular Signal Heads, Displays, and Housing SECTION 9-29.16(2)A IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-29.16(2)A Optical Units (Kent Special Provisions) 1. Light emitting diode (LED) light sources are required for all signal displays. a. Wattage (maximum): 35 watts. b. Voltage: The operating voltages shall be between 85 VAC and 130 VAC. c. Temperature: Temperature range shall be –35 C to +70 C. d. LED Types: Red balls shall be DialiteTM, part number 433-1210-003XL15, or approved equal; red arrows shall be DialiteTM, part number 432-1314- 001XOD15, or approved equal; green balls shall be DialiteTM, part number 433-2220-001XL15, or approved equal; green arrows shall be DialiteTM, part number 432-2324-001XOD15, or approved equal; yellow balls shall be DialiteTM, part number 433-3230-901XL15, or approved equal; yellow arrows shall be DialiteTM, part number 431-3334-901XOD15 or approved equal. e. Enclosure: The enclosure for the LEDs and associated circuitry shall be dust and water-resistant. f. Lens: The lens shall be a polycarbonate lens. The lens shall be free from bubbles, flaws, and other imperfections and shall not be diffused. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 189 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 g. Warranty: A fifteen-year written manufacturer’s warranty from date of installation on parts and materials will be provided. h. Label: A label shall be provided on the LED housing. The Contractor shall mark the label with a permanent marker to note the installation date. SECTION 9-29.16(2)B MODIFIES THE 3RD AND 4TH SENTENCES IN THE FIFTH PARAGRAPH AS FOLLOWS: (******) 9-29.16(2)B Signal Housing (Kent Special Provisions) In the third sentence of paragraph 5, all words following the words “stabilized polycarbonate plastic” shall be deleted. The fourth sentence in paragraph 5 is replaced with “Visors shall be flat black in color inside and shall be dark green on the outside.” (******) SECTION 9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS IS DELETED IN ITS ENTIRETY. (Kent Special Provisions) SECTION 9-29.19 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-29.19 Pedestrian Push Buttons (Kent Special Provisions) Where noted in the contract, pedestrian push buttons of substantially tamper-proof construction shall be furnished and installed. They shall consist of a 2-inch nominal diameter plunger and be ADA compliant. ADA push buttons station shall be Federal Green color, 4-wire Interface, base station size (5”x13.75”x1.75”), R10-3e sign (9”x12”), audio output (default plus 4 options), LED (3000 mcd, 160 degree viewing angle), Volume control (fully adjustable, independent channels), reporting (pedestrian usage, event logging, system evaluation), night mode (volume, recall, or complete configuration), tests compliance (MUTCD 4E, TAC, NEMA TS2), Power (rest) 1/3 watt @ 12 VDC , Current (rest) 25 mA @ 12 VDC, Max Power 8.4 W, Operational force < 3lbf, Operating Temp -40C to +85C. The pedestrian push button assembly shall be constructed as shown in the plans. The assembly shall be constructed so that it will be impossible to receive an electrical shock under any weather conditions. SECTION 9-29.20 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-29.20 Pedestrian Signals Meet Me on Meeker (Russell – GRE)/Almaroof SP - 190 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (Kent Special Provisions) Pedestrian signals shall be (filled in) Hand/Man with Countdown Display, containing LED type optics only. Countdown pedestrian signals shall be (Gelcore part number PS7-CFF1-01A-18 or approved equal). SECTION 9-29.24 IS REVISED AS FOLLOWS: (******) 9-29.24 Service Cabinets (Kent Special Provisions) ITEM 9. IS REPLACED WITH THE FOLLOWING: 9. All service enclosures shall be fabricated from 0.125 inch (minimum) 5052 H 32 ASTM designator or B209 aluminum. The exterior of the aluminum service panel shall be unfinished. SECTION 9-29.24(2) IS REVISED AS FOLLOWS: (******) 9-29.24(2) Electrical Circuit Breakers and Contactors (Kent Special Provisions) REPLACE THE SECOND PARAGRAPH WITH THE FOLLOWING: Mercury contactors shall not be permitted. SUPPLEMENT THE END OF THIS SECTION WITH THE FOLLOWING THREE PARAGRAPHS: Electrical service will be 120 / 240 volts, 60 Hz. AC where and as noted on the Plans, and include a meter base to allow installation of a power meter. Service conductors shall be stranded copper wires. The smallest service wire shall be #2 AWG USE from the Puget Sound Energy (PSE) connection to the service cabinet. The electrical service cabinet and service point shall be installed by the Contractor where shown on the Plans. The service panel shall consist of a 2 pole, 240 VAC, 150 amp Main Breaker for control of all power. The panel shall be equipped with (a single 1 pole, 120V, 30 amp branch breaker for a traffic signal), (four 2 pole, 240 VAC, 20 amp branch breakers for the lighting circuits with four NEMA magnetic contactors), (a single 1 pole, 120 VAC, 15 amp lighting control breaker), (two 1 pole, 120 VAC, 15 amp for two irrigation systems), (a single 1 pole, 120 VAC, 20 amp breaker for the power receptacle), (a single 1 pole, 120 VAC, 20 amp breaker for the Rapid Flashing Beacon), (a single 1 pole, 120 VAC, 20 amp breaker for the GFI receptacle), and at least one spare position for future breakers. See Kent Standard Plan 6-96 for service cabinet information and additional requirements. The service panel shall include a switch to bypass the photocell for street light testing. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 191 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 The electrical service cabinet shall be weather tight. The cabinet shall be equipped with a blue core BestTM lock in the cabinet door. See Kent Standard Plans 6-96 for additional information. SECTION 9-29 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 9-29.26 Traffic Signal Battery Backup Power Unit (Kent Special Provisions) New Section 1. Features: Insert new feature specifications. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 Pipe SECTION 9-30.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-30.1(1) Ductile Iron Pipe (Kent Special Provisions) Pipe for water mains shall be cement mortar lined ductile iron Class 52 and conforming to the latest revisions to the ANSI specifications. Connections shall be mechanical or push-on joint with rubber gaskets unless otherwise specified on the plans. 9-30.2 Fittings SECTION 9-30.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-30.2(1) Ductile Iron Pipe (Kent Special Provisions) Cast or ductile iron pipe fittings shall have the same coating, lining and strength as the pipes to which they are connected. Fittings shall be flanged or mechanical joint. Mechanical joint fitting gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR) in accordance with the most current version of AWWA standard C111/A21.11. Flanged joint fitting gaskets shall be full face synthetic rubber gaskets appropriate to meet the required pressure rating in accordance with the most current version of AWWA standard C115/A21.15. 9-30.3 Valves SECTION 9-30.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 192 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 (******) 9-30.3(1) Gate Valves (3 to 16 Inches) (Kent Special Provisions) Gate valves shall be resilient wedge gate type as manufactured by Clow, American Darling, Waterous, Dresser M&H, Mueller or an approved equal, with epoxy-coated valve interiors. They shall conform to AWWA specifications C-509, and shall have a working pressure rating of 250 psi, unless otherwise specified in the Kent Special Provisions. They shall be iron bodied bronze mounted, non-rising stem, and counterclockwise opening. Valve stems shall be provided with O-ring seals. SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-30.3(4) Valve Boxes (Kent Special Provisions) Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The cover shall be an Olympic Foundry deep skirt No. 940 DS, have the word “WATER” cast into it, and shall be of the non-locking type, unless a locking cover is specifically called for in the Kent Special Provisions or shown on the plans. The bottom section shall be an Olympic VB-1C or approved equal. A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. Valve box covers shall have the lugs or stainless cap screws installed parallel to the direction of water flow. SECTION 9-30.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-30.3(5) Valve Marker Posts (Kent Special Provisions) Valve marker posts shall be constructed of Class 3000 cement concrete; shall be 4- inches by 4-inches by 42-inches long with a 6-1/4 inch by 4-inch base; shall contain one number 3 reinforcement bar; and shall otherwise conform to Kent Standard Plan 3-4. The exposed portion of the marker posts shall be coated with two coats of WHITE concrete paint. The FOG-TITE valve marker post is the pre-approved marker post. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 193 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SECTION 9-30.3(6) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-30.3(6) Valve Stem Extensions (Kent Special Provisions) Valve stem extensions shall conform to Kent Standard Plan 3-7. Valve stem operating nuts shall be no shallower than one and one-half (1 1/2) feet. Valves with an operating nut more than 3 feet below finished grade shall have a solid steel valve stem extension rod assembly, with a rock guard, installed on the operating nut. SECTION 9-30.6 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-30.6 Service Connections 9-30.6(1) Saddles (Kent Special Provisions) The body casting of saddles for service connections shall be of malleable or ductile iron, extending at least 160 degrees around the circumference of the pipe at the maximum range and at least 180 degrees when the saddle is tightened on the water main. The saddle body and/or straps shall be stamped with the size range of the saddle. The saddle shall have a groove for the neoprene or nitril gasket in order to prevent gasket movement. The saddle is to be tapped with an I.P. thread. The “U” straps shall conform to the outside diameter of the range stamped on the saddle. The service saddle shall be manufactured by Smith Blair, Romac, or Mueller. Service saddles shall be either double strapped or stainless steel full circumference band. 9-30.6(2) Corporation Stops (Kent Special Provisions) All corporation stops shall be Ford ballcorp style. The following Ford model numbers shall be used for the respective sizes stated. Ford Corporation Stops Size Ford Model Number 3/4 inch FB500-3 1 inch FB500-4 1 1/2 inch FB500-6 2 inch FB500-7 Connection to service pipes shall be by Ford pack joints (Section 9-30.6(4)) only. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 194 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 SECTION 9-30.6(3)B IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-30.6(3)B Polyethylene Pipe (Kent Special Provisions) Polyethylene service pipe shall be iron pipe size (IPS) ultra-high molecular weight, high density polyethylene plastic meeting or exceeding the following standards: ID ASTM D-2239, SIDR-7, and PE 3408, AWWA C-901, AWWA C-800, and National Sanitation Foundation Standards and conforming to all other applicable standards. This polyethylene pipe shall be rated at or above a working pressure of 200 psi. Polyethylene plastic pipe shall have a manufactured stainless steel insert stiffener at all compression pack joints. Driscopipe 5100 Ultra-Lien water pipe is an approved product meeting the above specifications. All other products require approval of the City Water Department after submittal of a sample length of pipe and the manufacturer’s product literature. The City is not responsible for the purchase of materials not meeting the above specifications. SECTION 9-30.6(4) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-30.6(4) Service Fittings (Kent Special Provisions) Ford Pack Joint Couplings (hereinafter Ford Pack Joint Couplings or Pack Joint Couplings) shall be used to connect the service line pipe to the corporation stop and meter setter at both ends. When the plans call for the installation of a new service line from the water main to the setter and/or new setter, the connection between the new service line on the private side of the setter and the existing private service line the Contractor shall use an adaptor. If the existing service line is long enough to connect to the setter directly without the need of an adaptor, a pack joint coupling shall be used for the connection to the setter. Pack joint couplings shall make a tight and permanent joint on type K copper tubing or polyethylene plastic pipe as appropriate. Pack joint couplings shall be made of bronze, and shall have a gasket or O-ring. Fittings used for copper and/or polyethylene tubing shall be Ford pack joint type only. Ford stainless steel stiffeners shall be used when utilizing compression fittings on polyethylene tubing. Insert Stiffeners The following table is a summary of the insert stiffeners that shall be utilized for the respective pipe sizes stated. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 195 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Ford Insert Stiffeners Size Ford Model Number 3/4 inch Insert-71 1 inch Insert-72 1 1/2 inch Insert-74 2 inch Insert-75 Pack Joint Couplings The following table is a summary of Ford pack joint couplings that shall be utilized for the respective pipe sizes and types stated. Ford Pack Joint for Straight CTS Pipe Ford Model Number Male Iron Pipe P.J. for CTS C84-34 3/4 inch 1 inch C84-44 1 inch 1 inch C84-66 1 1/2 inch 1 1/2 inch C84-77 2 inch 2 inch Ford Pack Joint for Polyethylene Pipe Ford Model Number Male Iron Pipe P.J. for PEP C86-34 3/4 inch 1 inch C86-44 1 inch 1 inch C86-66-IDR7 1 1/2 inch 1 1/2 inch C86-77-IDR7 2 inch 2 inch SECTION 9-30.6(5) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-30.6(5) Meter Setters (Kent Special Provisions) Meter setters shall be manufactured and tested in accordance with all applicable parts of AWWA C800. Meter setters shall have dual-purpose end connections for iron pipe thread male adapters on both ends. The meter setter shall have a brace pipe eye to hold the setter vertical. The setter shall be equipped with an angle shut off valve with padlock wings, and on the outgoing side a check valve to prevent backflow. The check valve shall be spring loaded, of brass and stainless steel construction with a removable back for maintenance purposes. In no case shall residential meter stops be equipped with a bypass. The following meter setters shall be used for the respective size meter setter listed: Meet Me on Meeker (Russell – GRE)/Almaroof SP - 196 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Meter Setter Size Type 3/4 inch Ford VH72-15W-11-33 1 inch Ford VH74-15W-11-44 1 1/2 inches Ford VBH76-15B-11-66 L/BP 2 inch Ford VFH77-15B-11-77 L/BP SECTION 9-30.6(7) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-30.6(7) Meter Boxes (Kent Special Provisions) Meter box requirements vary with respect to water meter size and location of the meter box. Meter boxes shall be as follows: Meter Box Meter Size Location Type 3/4 inch 1Planters Carson 1220-12 Sidewalks, driveways, pavements or adjacent to vehicle turning areas Olympic Foundry #SM29 Meter Box Meter Size Location Type 1 inch 1Planters Carson 1220-12 Sidewalks, driveways, pavements or adjacent to vehicle turning areas Olympic Foundry #SM30 1 1/2 inch to 2 inch 1Planters Carson 1730-15 Sidewalks, driveways, pavements or adjacent to vehicle turning areas Olympic Foundry #SM30 3 inch and larger Concrete vaults per Kent Standard Plan 3- 12 1 All plastic boxes shall be constructed of black polyethylene. Meet Me on Meeker (Russell – GRE)/Almaroof SP - 197 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 Irrigation Box DCVA or PRV Size Type 3/4 inch to 1 inch and all PRV’s Carson 1324-15G Green solid lid 1324-2L Extension Boxes - 6 inch Carson 1324B-1L 1 1/4 inch to 2 inch Carson 1730C-1B for 15 inch high Carson 1730D-1B for 18 inch high Green solid lid 1730-P2L SECTION 9-30.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 9-30.6(8) Water Meters (Kent Special Provisions) New Section Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. The City Water Department will not provide or set the water meter(s) until the Contractor has obtained the necessary permit(s), paid all associated fees, and receives a request from the project inspector. All water meters larger than 2 inch shall be provided and installed by the Contractor. All 5/8 x 3/4 and full 3/4 meters shall be the short pattern. All water meters regardless of their respective size shall register in cubic feet. Meet Me on Meeker (Russell – GRE)/Almaroof A - 1 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-11M Service Connection 1-1/2” and 2” Service STORM 5-2M Catch Basin Type II 5-3M Misc. Details for Drainage Structures 5-7aM Through–Curb Inlet Frame 5-7bM Through-Curb Inlet Installation STREET 6-33M Cement Concrete Curbs 6-35M Expansion and Contraction/Control Joints 6-55M Street Tree in Planter 6-74M Typical Lane Markings 6-75M Thermoplastic Crosswalk Markings 6-76M Thermoplastic Arrows, Stop Bars & Only Legend 6-81M Left Turn Pocket at End of Two Way Left Turn Lane Layout 6-82aM Sign Post Installation Type A 6-89aM Light Standard Foundation and Junction Box 6-90M Junction Box and Street Light Wire Runs 6-93 Standard Junction Box Types 1 & 2 (2 sheets) 6-95 Light Duty Junction Box Types 7 & 8 (3 sheets) 6-96M Service Cabinet, Concrete Base and One Line Diagram 6-98M Induction Loop Details 6-99M Induction Loop Installation Notes 6-100M Induction Loop Placement Meet Me on Meeker (Russell – GRE)/Almaroof September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 MEEKER STREET STANDARDS 7-1 Bench Type 1 7-6 Litter Receptacle Type 1 7-10 Heavy Duty Metal Bollard 7-13 Streetscape Type A & B South Side Typ. Cement Concrete Sidewalk Layout Detail 7-16 Linear Accent Paver Band Installation Detail 7-18 Colored Cement Concrete Band Detail 7-19 Score Joint Detail 7-19.2 Contraction/Control and Expansion Joint Detail 7-19.3 Linear Stamped Concrete Detail 7-24 Dual Pedestrian Luminaire and Pole 7-25 Street Luminaire and Pole 7-28 Accent Bollard Lighting w 0 O J Z METER BOX � w w Lu a SEE NOTE 4 w 0 a a w SIDEWALK OR PLANTER STRIP 17-1/4" (2" MTR.) SIDEWALK CURB 13-1/4" (1-1/2" MTR.) OR PLANTER STRIP o SPACER PIPE 1' MAX FROM 6"MIN. o W/ HOLE IN PROPERTY LINE SPACER (DO NOT STREET (TYP•) CO INSTALL GASKETS) ANGLE METER STOP WITH PADLOCK WINGS _ SINGLE CHECK ELL DRILL HOLE METER SETTER 8" TO 12" OF 5/8" GRAVEL FOR SEE NOTE 3 DRAINAGE AND BOX SUPPORT SEE NOTE 1 O ADJUSTABLE BRACE CUSTOMER SERVICE LINE TO HOUSE OR BUILDING, INSTALLED CK PAJOINT (NO BY-PASS) UNDER PLUMBING PERMIT ADAPTER (TYP.) END OF CITY OF KENT MAINTENANCE RESPONSIBILITY PER KENT CITY CODE SECTION 7.02.040 SEE NOTE 9 I.P.S. HIGH DENSITY, CLASS 200 OR GREATER, POLYETHYLENE PIPE TO PROPERTY LINE. (SEE KENT WATER SERVICE CODE SECTIONS 3.5.1) PERMANENTLY CONNECT BARE WIRE END TO SADDLE OR CORPORATION STOP BALL TYPE CORP. STOP W/ M.I.P.T. ENDS SEE NOTE 2 DOUBLE STRAP SADDLE WATER MAIN F.I.P. X POLYETHYLENE PIPE - PACK JOINT ADAPTER WITH STAINLESS STEEL INSERT SEE NOTE 1 220 HORIZONTAL CL NOTES: 1. 12 GAUGE INSULATED SOLID COPPER LOCATING WIRE, PLASTIC COATED BARE WIRE ENDS, FOR POLYETHYLENE PLASTIC PIPE ONLY. NO SPLICES ARE ALLOWED. 2. FORD NO. FB-500 CORPORATION STOP OR APPROVED EQUAL. 3. PERMANENTLY CONNECT BARE WIRE ENDS TO METER SETTER WITH STAINLESS STEEL HOSE CLAMPS. 4. SEE SEC. 3.10 OR KSP 9-30.6(5) AND (7) FOR PRE -APPROVED METER SETTERS AND METER BOXES. 5. SEE STANDARD PLAN 3-13 IF PRESSURE REDUCING VALVE IS REQUIRED. 6. PROVIDE A MINIMUM OF 8" CLEARANCE BETWEEN OUTSIDE EDGES OF ADJACENT METER BOXES. 7. CENTER METER SETTER IN METER BOX; FRONT -TO -BACK, SIDE -TO -SIDE. 8. INSTALL AN 18" PIECE OF SCHEDULE 40 PVC PIPE IN EACH OF THE METER SETTER BRACE EYES. 38296 4 I,Sm�R�� ""0NAL ��Z NOTES: 1. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE W/ AASHTO M 199, (ASTM C 478, AND ASTM C 890) UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT STD. SPECS. 2. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. NO STEPS ARE REQ'D WHEN 'B' IS 4' OR LESS. 3. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-04.3. 5. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60,000 PSI & BE PLACED IN THE UPPER HALF OF THE BASE WITH 1" MIN. CLEARANCE. 6. PICK HOLES, CRACKS AND ANY OTHER JOINTS SHALL BE FINISHED GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CONCRETE ALL METAL CPSSP 84"54"60"54"36"48" 24" 30" 36" 42" 60" 30" 36" 42" 54" 72" 24" 30" 36" 42" 60" 27" 27" 36" 36" 36" 30" 36" 42" 48" 48" 48" 54" 60" 72" 96" SOLID WALL PVC PROFILE WALL PVC FLAT SLAB TOP REINFORCING STEEL (TYP.)28" MAX.4"24" MIN.12"MORTAR (TYP.)12"(TYP.)RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION CATCH BASIN FRAME AND GRATE. (SEE STANDARD PLANS 5-5, 5-6, 5-8, 5-10, AND 5-11) STEPS OR LADDER HANDHOLD 6"MAX.MAX.16"MIN.(SEE STANDARD PLAN 4-5) CORRUGATED POLYETHYLENE STORM SEWER PIPE (WSDOT STD. SPEC. 9-05.20) (WSDOT STD. SPEC. 9-05.12(1)) (WSDOT STD. SPEC. 9-05.12(2)) 48" 54" 60" 72" 84" 96" 4" 4.5" 5" 6" 8" 8" 6" 8" 8" 8" 12" 12" 36" 42" 48" 60" 72" 84" 8" 8" 8" 12" 12" 12" 0.15 0.19 0.25 0.24 0.29 0.29 0.23 0.19 0.25 0.35 0.39 0.39 CATCH BASIN DIA. WALL THICKNESS BASE THICKNESS 321 1 2 3 48", 54", 60", 72", 84" OR 96" NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST."B" 12'-0" MAX. (FOR MAINTENANCE)MINIMUM DISTANCE BETWEEN KNOCKOUTS CRUSHED SURFACING TOP COURSE PIPE ZONE BEDDING12"MAX.INSTALL MANHOLE ADAPTER, "SAND COLLAR" WHEN PIPE TYPE REQUIRES BASE REINFORCING STEEL in²/ft. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE MAXIMUM KNOCKOUT SIZE CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER PIPE ALLOWANCES 12" GASKET BETWEEN RISERS (TYP.) 2" CLR TYP. 96" TOP SLAB #6 BARS @ 7" CENTERS BOTTOM FACE WITH 1" MIN. COVER 20" x 24", OR TYP. 2" CLR 72" TOP SLAB 20"8"1" MIN. COVER BOTTOM FACE WITH #5 BARS @ 6" CENTERS 8"20" 48" & 54" TOP SLAB 2' MIN. TYPICAL ORIENTATION FOR ACCESS AND STEPS12"20" x 24", OR NOTES: ONE #3 34" 4"5" AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS. 34" 24" 30 " 20 " 5"5" ONE #3 BAR HOOP FOR 6" TWO #3 BAR HOOPS FOR 12" 6" OR 12" 1" MIN. 2 1/2" MAX. 24" DIAM. 1" MIN. 2 1/2" MAX. 2" TYP. 24" DIAM. 2" TYP. BAR HOOP CIRCULAR ADJUSTMENT SECTION RECTANGULAR ADJUSTMENT SECTION NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 1. SLAB OPENING SHALL BE 24" X 20" FOR RECTANGULAR AND 24" DIAMETER FOR ROUND. 2. SEE STANDARD PLAN 4-5 FOR STEP, LADDER AND GRADE RING. 3. ONLY ONE STYLE OF CATCH BASIN STEPS MAY BE USED IN A CATCH BASIN. DO NOT MIX STYLES. 2" CLR. TYP. CONVERSION RISER 20" 40" 24" 36 " 24 " 6" #4 BARS @ 6" CENTERS BOTTOM FACE WITH 1" MIN. COVER 20" x 24", OR 24" DIAM. 2" TYP. HOOD DETAIL SECTION B-B 3/4"3 1/2° SECTION C-C SECTION A-A 3/4"9"6" 1"R. 1" SEE NOTE 4 5" 6" 28"2 1/2"4"1/2"20"2"6"10°5"1 9/16"C 28" PLAN VIEW HOOD ATTACHES AS SHOWN11 1/2"BA7"2 1/2"23 3/4"25 1/2"18" 3/4"24"7 7/8" 2 1/8"3/4"1/8"3/4"4"7 1/4"11 1/2"27 1/2"3/4"26"5/8" TYP. 4"1"22"5° TYP. AB C NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. NOTES: 1. FRAME AND HOOD CAST IRON ASTM A48 CL30 H-20 LOADING. 2. USE 18"x24" VANED GRATE. 3. AT LOW POINTS, USE 18"x24" 2-WAY VANED GRATE. 4. HOOD SHALL BE NON-SLIP. 5. BOLT, WASHER AND NUT SHALL BE GALVANIZED OR CORROSION RESISTANT. 6.THRU-CURB FRAME LOCATIONS SHALL BE TWENTY-FIVE (25) FEET AWAY FROM ANY P.C. OR P.T. OF CURB RADII.30"2-1" DIA. HOLES FOR 3/4" BOLT, WASHER & NUT, SEE NOTE 5. MIN. DRAFT ON THIS SIDE DRILL & TAP TWO 5/8"-11 NC HOLES THRU FRAME SECTION A-A 1.FOR INSTALLATIONS AT LOW POINTS USE 2-WAY VANED GRATE. OTHERWISE, USE STANDARD VANED GRATE. 2.CURB AND GUTTER 5' EITHER SIDE OF CATCH BASIN SHALL BE POURED AT THE TIME OF FRAME AND GRATE INSTALLATION. 3.THRU-CURB FRAME LOCATIONS SHALL BE TWENTY-FIVE (25) FEET AWAY FROM ANY P.C. OR P.T. OF CURB RADII. SECTION B-B NOTES: 5' MIN. TO EXPANSION JOINT 5' MIN. TO EXPANSION JOINTAA5' MIN. TO EXPANSION JOINT B PLANTING & GUTTERCONC. CURB5' MIN. TO EXPANSION JOINT SIDEWALK 1/8" X 2" DUMMY JOINTS ORSTRIP B NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. DUMMY JOINTS 1/8" X 2" ROADWAY SURFACE COMBINED CURB AND GUTTER1/2"R12"6"5 1/2" 6"12" 1 " R 1 " R 1"6"12" 24"12"3 1/2"2"10"4"6 1/2"CURB TRANSITION NOTES: 1.CONCRETE CLASS 3000. TYPICAL, UNLESS WITHIN DRIVEWAY SECTION, SEE DRIVEWAY STANDARD PLANS. 2.ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC. 3.IN ROADWAY SECTIONS WITH SUPER ELEVATION, THE GUTTER PAN WILL MATCH THE ADJACENT PAVEMENT SLOPE. 4.DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. 5.FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED. FORMS SHALL BE SET TRUE TO LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT. COMBINED CURB AND GUTTER ROLLED CURB SIDEWALK 5"1"6"10" 2 1/2"2 1/2"1 1 /2 "R1 1/2"R1"R1"R EXTRUDED CURB PAVEMENT NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 1% MIN. - 2% MAX. 1.5% 9"EDGE OF TRAFFIC LANE12"R13"RFULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL 1 / 2 " R MAINTAIN FLOW LINE WITHOUT VERTICAL LIP BETWEEN GUTTER AND CURB 6"12"1"6"VARIES1 1/2"R1 1/2"3"8" EXTRUDED CURB UNDER GUARDRAIL NOTE: FACE OF CURB SHALL NOT EXTEND BEYOND THE FACE OF GUARDRAIL TOWARD THE TRAFFIC LANE 18" 6" ROLLED CURB24" 4" MAINTAIN EDGE OF CONCRETE CURB *1/2" OR **1"*+ SLO P E = 1 / 2 " **- SL O P E = 1 " EPOXY ADHESIVE FOR FRESH CONCRETE 6"12"1"6"DRIVEWAYADA RAMP 5'-0" HAND TROWELED TAPER SECTION 1.5% 6" CEMENT CONCRETE DRIVEWAY APRON AND GUTTER FOR RESIDENTIAL DRIVEWAYS. 8" REINFORCED CEMENT CONCRETE APRON AND GUTTER FOR COMMERCIAL DRIVEWAYS. 5'5' 15' MAX. 5' 15' MAX. 4" CURB, GUTTER AND SIDEWALK CROSS SECTION CONTRACTION/CONTROL JOINT DETAIL "B" EXPANSION JOINT DETAIL "A" DRIVEWAY CROSS SECTION DRIVEWAY (TYP.) SEE DETAIL "A" EXPANSION JOINT 2" 4" MIN. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 3/8"x FULL DEPTH EXPANSION JOINT MATERIAL, 15' O.C. SEE NOTE 1 NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" x FULL DEPTH AND SHALL BE PLACED AT 15' O.C. SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4" WIDE BY 25% SLAB DEPTH; 1" DEEP FOR 4" SLAB, 1.5" DEEP FOR 6" SLAB, 2" DEEP FOR 8" SLAB, AT 5' SPACING. 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB & GUTTER AND SIDEWALK AT P.C. & P.T. AT ALL CURB RETURNS AND ALL ANGLE POINTS. 4. FORM AND SUB-GRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 5. EXPANSION JOINTS IN SIDEWALKS AND CURBS SHALL BE ALIGNED WITH EACH OTHER AND NOT OFFSET. 6. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. 7. WHERE SIDEWALK CROSSES HYDRANT LATERAL; CENTER 3' WIDE PANEL ACCROSS LATERAL, USE EXPANSION JOINT, SEE KENT STANDARD DETAIL 3-1. BROOMED FINISH PERPENDICULAR TO PEDESTRIAN TRAVEL (TYP.) CURB AND GUTTER CONTRACTION/CONTROL JOINT (TYP.) SEE DETAIL "B" 4" CONTRACTION/CONTROL JOINT, 5' O.C. SEE NOTE 2 2" SHINE FINISH 2" CRUSHED SURFACING TOP COURSE 4" CONCRETE PER WSDOT STD. SPECIFICATION 8-14 2" 4" 2" SIDEWALK 3/8"x FULL DEPTH EXPANSION JOINT MATERIAL, SEE NOTE 1 PEDESTRIAN TRAVEL DIRECTION 4" SHINE FINISH 2" SHINE FINISH 8.ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. SS FOR NEW SEWER CONSTRUCTION; STAMP FACE OF CURB WHERE SIDE SEWER CROSSES PERPENDICULAR TO CURB. 3" HIGH LETTERS 1/4" DEPTH. 4" SHINE FINISH 4" SHINE FINISH EXPANSION JOINT (TYP.) SEE DETAIL "A" SIDEWALK WIDTH VARIES PLANTER STRIP (WHEN REQ'D) EXPANSION JOINT (TYP.) SEE DETAIL "A" FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL ROOT BALL SIDEWALK 5' MIN. TRUNK ROOTBALLTREE STAKE AND GUY WIRE PARALLEL TO WALK AND CURB 1.5" TO 2.5" CALIPER STREET TREE2-APPROVED COMMERCIAL TREE TIES ATTACHED LOOSELY TO ALLOW FOR MINOR SWAYING 2-2''x2''x12' STAKES ATTACHED TO TREE WITH LOOSELY TENSIONED APPROVED TREE TIES. INSTALL PARALLEL TO WALK AND CURB (NOT AS SHOWN) 3" LAYER OF BARK MULCH FINISHED GRADE NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.4'-6" MIN.ROOT GUARD; "DEEP ROOT", "BIO-BARRIER" OR EQUIVALENT MIN. 10'L x 2'D CENTER LENGTH ON TREE, BOTH SIDES OF PLANTER STRIP5' MIN. (TYP)CONCRETE FRAME AROUND ALL STREET TREES WITH TREE GRATES TYPICAL 4" IRRIGATION RISER PLACEMENT OR WATERING TUBES. TWO PER TREE REQUIRED, 24" DEEP (TYP.) 3" LAYER OF BARK MULCH PLANTER STRIP 5' MIN. TRUNK A5' MIN.ATREE WELL ROOTBALL CONCRETE FRAMESIDEWALK NOTES: 1.SEE STANDARD PLAN 6-36 FOR DOWNTOWN SIDEWALKS. 2.IF TREE IS LOCATED BEHIND THE SIDEWALK, A ROOT BARRIER SHALL BE INSTALLED AT THE EDGE OF THE SIDEWALK. 3.ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM TREE PITS. INSTALL 12 INCHES OF PLANTING SOIL AROUND ROOT BALL CONSISTING OF 75% SANDY LOAM AND 25% ORGANICS. FILL REMAINDER OF TREE PIT WITH NATIVE SOIL. 4.IN TREE WELLS, THE ROOT BARRIER SHALL BE PLACED ALL AROUND THE TREE PIT AND STAPLED TOGETHER. 5.FOR BURLAP GROWN TREES THE BURLAP SHALL BE REMOVED AT PLANTING TO A DEPTH OF AT LEAST THE ROOT BALL, DO NOT BURY BURLAP IN PIT. 6.FOR CONTAINER GROWN TREES ALL ROOT BOUND ROOTS SHALL BE CUT AND SEPARATED. 7.NO PRUNING OF THE TREES AT PLANTING. CL TREE SIDEWALK10'' CL TREE D.I. TREE GRATE 2'-6'' ELECTRICAL CONDUIT, WATER SERVICES, ETC. SHALL BE PLACED OUTSIDE THE TREE ROOT BARRIER FACE OF CURB 4'' DIAMETER WATERING TUBE 5' TREE WELL CURB AND GUTTER24" DEEP ROOT BARRIER BELOW BOND BREAK MATERIAL AS MANUFACTURED BY "DEEP ROOT", "BIO-BARRIER" OR EQUIVALENT, 10' LONG, CENTERED ON TREE, SEE KENT STANDARD PLAN 6-36M ROOT BALL 18'' DIAMETER TREE WELL SECTION A-A TYPICAL 4" IRRIGATION RISER PLACEMENT OR WATERING TUBES. TWO PER TREE REQUIRED, 24" DEEP (TYP.) 24" DEEP ROOT BARRIER BELOW BOND BREAK MATERIAL AS MANUFACTURED BY "DEEP ROOT", "BIO-BARRIER" OR EQUIVALENT, 10' LONG, CENTERED ON TREE 2'-6''2'-6'' PLANTER STRIP SECTION A-ASIDEWALK CURB AND GUTTER 2'-6'' ROOT BARRIER (TYP.) LAG BOLT, WASHER AND TREE TIE OR METAL BAND 2X4, EACH SIDE UNDER CONCRETE FRAME 9.5"10'' INSTALL 2-2X4'S UNDER CONCRETE FRAME 8'' BB PLANT ROOT BALL SO THE BOTTOM OF THE TREE TRUNK IS SLIGHTLY ABOVE FINISHED GRADE 9.5" SEE NOTE 3 SEE NOTE 3 TRAFFIC DIRECTION 18" YELLOW BARRIER LINE1" BARRIER LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED 21'(TYP.) TRAFFIC DIRECTION TRAFFIC DIRECTION TYPE 2Y RPM 30'11' SKIP CENTER LINE 1' TRAFFIC DIRECTION 4" YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION TRAFFIC DIRECTION WIDE LINE 8" WHITE LINE 3'9' 8" WHITE LINE DROP LANE LINE TYPE 2W RPM 1" EDGE LINE 4" WHITE OR YELLOW LINE 1' TYPE 2W RPM 30'11' 4" WHITE LINE LANE LINE 6' 8" WHITE LINE TYPE 2W RPM 8' DOTTED WIDE LINE 4" YELLOW LINE DOUBLE YELLOW CENTER LINE TYPE 2YY RPM TRAFFIC DIRECTION 4" GAP 20' TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION TRAFFIC DIRECTION 4" GAP 10' VARIES (300' MAX.) TWO WAY LEFT TURN LANE 5'2.5' 30'1' TYPE 2W RPM 4" GAP 20' 4" GAP NOTE: 1.RAISED PAVEMENT MARKERS (RPM'S) SHELL BE INSTALLED PER WSDOT STANDARD SPECIFICATIONS 8-09, 9-02.1(8), 9-26.2 AND 9-21. NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES, CENTER THERMOPLASTIC BARS ON THE LANE LINES, AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE 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. TYPICAL 4 LANE ROADWAY CONFIGURATION * * TIRE TRACKS (TYP.)GUTTER LINE OR EDGE OF TRAVELED LANE12" SPACED (TYP) EQUALLY LANELCROADWAYLCLANELC24" WHITE THERMOPLASTIC CROSSWALK LINE 24" NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 8' 4' (TYP) 12"-24" WHITE STOP LINE, WIDTH AS DIRECTED BY THE ENGINEER STOP BAR DETAIL NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. NOTES: 1. THERMOPLASTIC TYPE 'A' MATERIAL SHALL BE USED, UNLESS 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. 5'-9"8'-0"1'-8"12'-0"0'-6" 3'-0"12'-0"0'-6"0'-6" 3'-7" 0'-6"20'-0"LENGTH VARIES 12"-24" WIDE WHITE STOP BAR, WIDTH AS DIRECTED BY THE ENGINEER TWO WAY LEFT TURN LANENOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. NOTE: SEE STANDARD PLANS 6-73 OR 6-74 FOR LANE MARKING LAYOUT.100'100' MIN.50'DOUBLE YELLOWCENTERLINELANE LINEWIDE LINELANE LINE 5.DRIVE RIVETS TO BE TL3806 3/8" DIAMETER 6.CORNER BOLTS TO BE TL070M. JAMNUTS TL062 7.SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME SIGN DETAILS. 8.PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE MAINTAINED BY THE PROPERTY OWNERS. 9.ALUMINUM SIGN BLANK THICKNESS; WARNING AND REGULATORY 30'' AND UNDER - 0.080''. WARNING AND REGULATORY 36'' AND OVER - 0.125'' 10.SHEETING MATERIAL: WARNING AND REGULATORY - 3M HIGH INTENSITY PRISMATIC SCHOOL SIGNS - 3M DIAMOND GRADE DG3 LEGENDS, SYMBOLS AND BORDERS - 3M ELECTROCUT FILM ATTACH SIGNS 30" AND UNDER WITH 2 DRIVE RIVETS, SEE NOTE 5 ATTACH SIGNS 36" AND OVER WITH CORNER BOLTS, SEE NOTE 6 SIGN POST SQUARE 2"x 2", 14 GAGE. ALL HOLES PRE-PUNCHED CORNER BOLT, SEE NOTE 6 FINISHED GRADE SET ANCHOR PLUMB AND TRUE, SEE NOTE 3 SS 0.030 BAND-IT BRACKET OR APPROVED EQUAL 3" 3" 5/16" X 1" SS BOLTS WITH SS WASHERS MOUNTING ON STREET LIGHT STANDARD OR SIGNAL POLE NOTES: 1.METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE, OR APPROVED EQUIVALENT. 2.FOR IN-SIDEWALK INSTALLATIONS, CORE AN 8" DIAMETER HOLE PRIOR TO EXCAVATION. 3.ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO 24" OR SIGN POST BASE PLATE INSTALLATION TYPE B MAY BE USED; ONLY IF APPROVED BY THE CITY OF KENT. ANCHOR SHALL HAVE 4 EACH 7/16" DIAMETER HOLES ONE EACH SIDE 2" FROM TOP. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B, 7 GAUGE, 2 1/2"x 2 1/2" TELESPAR ANCHOR OR APPROVED EQUIVALENT. 4.POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM 1011 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE 7/16" DIAMETER PRE-PUNCHED HOLES ON 1" CENTERS FULL LENGTH, FOUR SIDES. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. SEE NOTES 9 AND 10 CONCRETE BASE SHALL BE POURED IN PLACE AROUND ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING THE ANCHOR4"MAX.6" MIN. SET FOUNDATION ON UNDISTURBED NATIVE SOIL OR COMPACTED MATERIAL 3'-6" MIN. SECTION A-A NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. NOTES: 1.ALL MATERIALS AND WORK SHALL CONFORM TO THE CITY OF KENT AND THE STATE OF WASHINGTON DESIGN STANDARDS. 2.LOCKING LID STANDARD DUTY JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10 SHEETS 1 AND 2. ALL LIDS SHALL BE TACK-WELDED AT TWO POINTS FOR SECURITY AFTER THE FINAL INSPECTION AND ACCEPTANCE. 4 EACH #4 REBAR EQUALLY SPACED HOOPS PVC CONDUIT TO NEXT JUNCTION BOX GROUND WIRE WITH COIL (GROUND LID TO BOX) WSDOT JUNCTION BOX TYPE 1 FOR LIGHTING CONDUITS, TYPE 2 IF LIGHTING AND COMMUNICATION ENTER THE SAME JOX BOX, SEE NOTE 2 2" MINIMUM DIAMETER SCHEDULE 80 PVC CONDUIT3' MIN.4 EACH #7 REBAR CONCRETE CLASS 4000P4'-6" (TYP.)2' MIN.1'-6"1'-6" PLAN VIEW PLANTER FACE OF CURB 6" (TYP.) 3' SQUARE OR ROUND 6"(TYP.)6"(TYP.)DIMENSION SHALL MATCH THE REQUIREMENTS OF THE APPROVED BREAKAWAY COUPLING 6" (TYP.) SIDEWALK ROADWAYLCCITY LIGHT STANDARD, SEE KENT STANDARD PLANS 6-86, 6-87, 6-88, 6-90, 6-91, 6-92 OFF-SET DISTANCE SHOWN ON THE LIGHTING PLANS LC A A BOLT PATTERN TO BE SUPPLIED BY THE LIGHT STANDARD MANUFACTURER SEE NOTE 2 6"(TYP.)4" THICK CONCRETE 4" THICK CONCRETE 6" MIN. 5/8" MINUS CRUSHED ROCK SIDE W A L K NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 6" MI N. ( T Y P.) 6' MAX. NOTES: 1.SPLICES AND TAPS SHALL BE MADE WITH SOLDERLESS UNINSULATED CRIMP CONNECTORS TO SECURELY JOIN WIRES BOTH MECHANICALLY AND ELECTRICALLY. THEY SHALL EMPLOY THE FOLLOWING MOISTURE BLOCKING INSULATION: SCOTCH 2210 VINYL MASTIC, FOLLOWED BY AN OVER WRAP WITH A MINIMUM OF TWO HALF-LAPPED LAYERS OF SCOTCH VINYL ELECTRIC TAPE SUPER 88 AND A FINAL LAYER OF CONSISTENTLY APPLIED SCOTCHKOTE 054007-14853 ELECTRICAL COATING. 2.JUNCTION BOXES PLACED WITHIN SIDEWALKS SHALL CONTAIN A SLIP RESISTANT SURFACE. REFERENCE KENT STANDARD PLANS 6-89a AND 6-89b. THE BOX SHALL BE COMPLETELY SURROUNDED OR ENCASED IN A MINIMUM 6 INCHES OF 4 INCH THICK CONCRETE AND THE LID SHALL BE TACK WELDED AT TWO POINTS FOR SECURITY. 4" THICK CONCRETE PAD EXTENDING A MINIMUM OF 6" BEYOND THE JUNCTION BOX AND FOUNDATION, ALL SIDES BEHIND SIDEWALK, IN PLANTER JUNCTION BOX OPTION (PREFERRED OPTION) STREET LIGHT STANDARD WILL BE LOCATED USING THE OFFSET DISTANCES SHOWN ON THE STREET LIGHTING PLANS. SEE STANDARD PLANS 6-87 AND 6-89 FOR STREET LIGHT FOUNDATION DETAILS IN SIDEWALK JUNCTION BOX OPTION, SEE NOTE 2 CURB AND GUTTER POLE AND BRACKET CABLES, 2 #10 WIRES GROUND LUG/E6-38 RING TERMINAL WATERPROOF IN-LINE FUSE QUICK DISCONNECTS WSDOT STD. SPECS. 9-29.7(2) FNM 5 AMP FUSE OR APPROVED EQUAL STREET LIGHT STANDARD 2" DIAMETER SCHEDULE 80 PVC CONDUIT UNLESS A LARGER DIAMETER IS SHOWN ON THE STREET LIGHTING PLANS SPARE 2" DIAMETER SCHEDULE 80 PVC CONDUIT WITH #8 UNINSULATED TRACER WIRE AND 1/4" NYLON PULL ROPE BURNDY CONNECTOR YC4C8 OR APPROVED EQUAL YC4C6, YC8C8 AS NEEDED #6 OR #8 BARE GROUND WIRE 3M MOISTURE SEALANT TAPE (SEE NOTE 1) AND BUTT SPLICE CONNECTOR PART YC4C6 JUNCTION BOX, SEE KENT STANDARD PLANS 6-89 - 6-93, GROUND LID TO BOX WITH #6 GROUND WIRE INSTALL A THREE WIRE 240 VOLT SYSTEM. GROUND OR NEUTRAL WILL START AT THE PUGET SOUND ENERGY SERVICE POINT FRAME SLOT MARK B LID HOOK MARK TYP.LTTOP VIEW A 8" MAX.GRAVEL PAD NOTES: 1. ALL BOX DIMENSIONS ARE APPROXIMATE. EXACT CONFIGURATIONS VARY AMONG MANUFACTURERS. 2. THE LID THICKNESSES ARE MINIMUM. THE DIAMOND PATTERN SHALL BE 28% MINIMUM OF OVERALL THICKNESS. 3. LID SUPPORT MEMBERS SHALL BE 3/16" MINIMUM THICK STEEL C, L, OR T SHAPE, WELDED TO THE FRAME. 4. A 1/4"-C0NC. 3/4" S.S. GROUND STUD SHALL BE WELDED TO THE BOTTOM OF THE LID; INCLUDE S.S. NUT AND FLAT WASHER. 5. BOLTS AND NUTS SHALL BE LIBERALLY COATED WITH ANTI-SEIZE COMPOUND. 6. CONNECT A BONDING JUMPER TO STEEL CONDUIT BUSHING FOR GRS CONDUIT; CONNECT TO EQUIPMENT GROUNDING CONDUCTOR FOR PVC CONDUIT. BONDING JUMPER SHALL BE #8 MIN. 4' OF TINNED BRAIDED COPPER. 7. THE SYSTEM IDENTIFICATION LETTERS SHALL BE 1/8" LINE THICKNESS FORMED BY ENGRAVING, STAMPING, OR WITH A S.S. WELD BEAD. GRIND OFF DIAMOND PATTERN BEFORE FORMING LETTERS. SEE SYSTEM IDENTIFICATION DETAIL. 8. ALL LIDS SHALL BE GALVANIZED STEEL AND TACK-WELDED AT TWO POINTS FOR SECURITY AFTER THE FINAL INSPECTION AND ACCEPTANCE. SECTION B SECTION A NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 3/16 3/16 TYP.3/16 3/16 1 2 1 121 1 2 SYSTEM ID DETAIL ON STD. PLAN 6-93 JUNCTION BOX TABLE ON STD. PLAN 6-93 A BDFC E 5" MIN.SEE NOTE 7 DIAMOND PATTERN SEE NOTE 2 1 1/4" GAP (TYP.) FOR HOOK RELEASE LID SUPPORT LID FRAME 1/8" WELD BEAD - CENTER ON THE SLOT1"LID LID FRAME1/8" WELD BEAD - CENTER ON THE SLOT HOOK 1"LID FRAME - 1"x1"X1/4" HOOK - L 1"X1"X3/16", 1" LONG, TWO PER LID LID SUPPORT, SEE NOTE 3 LID LEVEL WITH THE PAVEMENT PVC CONDUIT LID GROUND STUD, SEE NOTE 4 BONDING JUMPER, SEE NOTE 6 HOOK WELDED WIRE REINFORCEMENT (WWR) 4x4-W2.9xW2.9 (6 GAGE) WELDED WIRE HOOP W2.9 (6 GAGE) BONDING JUMPER, SEE NOTE 6 GRS CONDUIT6"12"1 1/0.17' MIN. 0.17' MIN. 3" MAX.6" MIN.5/16"1" 12"6"CAPACITY - CONDUIT DIAMETER TELEPHONE SYSTEM SYSTEM IDENTIFICATION DETAIL TRAFFIC SIGNAL SYSTEM LIGHTING SYSTEM COMMUNICATION SYSTEM INTELLIGENT TRANSPORTATION SYSTEM 18 1/8" 28 5/8" 12 5/8" 17 5/8" 29"-30"18"-19" 22 1/2" 13"-14" 17" 22"33" F E D C B LID WIDTH LID LENGTH INSIDE WIDTH OF JUNCTION BOX INSIDE LENGTH OF JUNCTION BOX OUTSIDE WIDTH OF JUNCTION BOXMARKITEM A OUTSIDE LENGTH OF JUNCTION BOX TYPE 2 JUNCTION BOX DIMENSION TABLE TYPE 1 BOX TYPE ±1" (TYP.)±1" (TYP.) 18 1/2" 19 1/2" NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. JUNCTION BOX TABLE FOR SHEET 1 SYSTEM ID DETAIL FOR SHEET 1 FOUNDATIONEQUIPMENT BONDING JUMPER, SEE NOTE 8COPPER SPLIT BOLT CLAMPEQUIPMENT GROUNDING CONDUCTORA3"#58" MAX.6" MIN.TOP VIEWUSE LOCKING BOLTS ONLY FOR TYPE 8SECTION ACOMMCOMMINSIDE WIDTH OFFOUNDATIONNOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.(TYP.)5" MIN.GRAVEL PAD3"MAX.2134132321414444SEE NOTES ON SHEET 336"30"24"20"48"42"36"1/8" GAPBETWEEN LIDS3 STUDS EVENLY SPACED26"1"(TYP)4 STUDS EVENLY PLACED1" (TYP)19"19"HINGE, SEE DETAIL "D",SHEET 2, SEE NOTE 6DIAMOND PATTERN,SEE NOTE 3GROUND STUD (TYP)SEE NOTE 9LOCKING BOLT,SEE NOTE 1LOCKING BOLT,SEE NOTE 1SEE DETAIL"C", SHEET 212"3"6"1"1/2"2' MIN.2" MIN.(TYP)1"-2" DIAM.LIFT HOLEGALVANIZED STEEL LIDGROUND STUD (TYP),SEE NOTE 5SEE DETAIL"A", SHEET 2SEE LOCKING BOLT DETAIL"B", SHEET 2 - OMIT FORTYPE 7HEX COUPLING NUT (TYP), SEE DETAIL "A", SHEET 2WLDED WIRE REINFORCEMENT (WWR)4x4-W2.9xW2.9 (6 GAUGE), SEE NOTE 10GRS CONDUITROADWAY SURFACEPVCCONDUIT BDETAIL "D"HINGEDETAIL "C"DETAIL "A"SYSTEM IDENTIFICATIONDETAILTELEPHONE SYSTEMTRAFFIC SIGNAL SYSTEMLIGHTING SYSTEMCOMMUNICATION SYSTEMINTELLIGENT TRANSPORTATIONSYSTEMBVIEWDETAIL "B"LOCKING BOLTONLY FOR TYPE 7±1" (TYP.)±1" (TYP.)NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.TYP.3/8TYP.3/163/16TYP.TYP.3/163/161/81/8TYP.TOP VIEW3/8TYP.1/4TYP.HANDLESEE NOTES ON SHEET 31"3/16"3"1 9/16"FRAME -L1 3/4"x1/2"X3/16"FRAME STUD -3/8" DIAMx3"HEX COUPLING NUT - S.S.5/16-NCx7/8" WITH S.S.5/16-NCx3/4" BOLT (TYP)WWR - TIED IN 2 PLACESTO FRAME STUD (TYP)EQUIPMENT BONDINGJUMPERGROUND STUD WITH NUT(TYP), SEE NOTE 5LID SUPPORT -3/16" MIN. THICK5/8" DIAM. WITH1 1/2" DIAM.x 1/4" DEEPCOUNTERSINKWASHER - S.S. 1 7/16"O.D. x 1/2" I.D. x 1/8"LIDLID SUPPORT,SEE NOTE 4NUT - S.S. 1/2" DIAM. WELDED TOTHE PLATE OR GALVANIZED NUTWITH KEEPER SPRING 1/2" DIAM.WITHOUT WELD. BOLT DOWNATTACHMENT CONFIGURATIONSVARY AMONG MANUFACTURERSHANDLE-BENT1/2" STEEL ROD,LEVEL WITH LID1"x1"x1/4" (TYP)HANDLE STOP-6"x3"x1/4"HOLE - 3/4"DIAM. (TYP)5"EDGE OF LIDBOLT PLATE - 2"x2"x3/16"WITH 1 1/2" DIAM. HOLEWELD TO THE LID SUPPORT5"3/16"HEX HEAD BOLT -S.S. 1/2"x1 1/2"LID SUPPORTFRAME -L 1 3/4"x1/2"x3/16"SNAP RINGS.S. PIN W/ SNAP RINGGROOVELIDALTERNATE LOCATION FORATTACHMENT OF EQUIPMENTBONDING JUMPER, SEE NOTE 8 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 10.CAPACITY - CONDUIT DIAMETER = 24" ALL LIDS SHALL BE GALVANIZED STEEL AND TACK WELDED AT TWO POINTS FOR SECURITY AFTER FINAL INSPECTION AND ACCEPTANCE. JUNCTION BOXES TYPE 7 AND TYPE 8 ARE IDENTICAL EXCEPT FOR THE ADDITION OF LOCKING BOLTS ON THE TYPE 8. 1. LID SUPPORT MEMBERS SHALL BE 3/16" MIN. THICK STEEL C, L, OR T SHAPE, WELDED TO THE FRAME. EXACT CONFIGURATIONS VARY AMONG MANUFACTURERS. 4. ALL LID THICKNESSES ARE MINIMUM. THE DIAMOND PATTERN SHALL BE 3/32" MINIMUM THICK. BOLTS AND NUTS SHALL BE LIBERALLY COATED WITH ANTI-SEIZE COMPOUND. A 1/4-C0NC 3/4" S.S. GROUND STUD SHALL BE WELDED TO THE BOTTOM OF EACH LID; INCLUDE S.S. NUT AND FLAT WASHER. THE SYSTEM IDENTIFICATION LETTERS SHALL BE 1/8" LINE THICKNESS FORMED BY ENGRAVING, STAMPING, OR WITH A S.S. WELD BEAD. GRIND OFF DIAMOND PATTERN BEFORE FORMING LETTERS.SEE SYSTEM IDENTIFICATION DETAIL. CONNECT AN EQUIPMENT BONDING JUMPER TO STEEL CONDUIT BUSHING FOR GRS CONDUIT; CONNECT TO EQUIPMENT GROUNDING CONDUCTOR FOR PVC CONDUIT. AS AN ALTERNATIVE TO THE GROUND STUD CONNECTION, THE EQUIPMENT BONDING JUMPER SHALL BE ATTACHED TO THE FRONT FACE OF THE HINGE POCKET WITH A 5/16-C0NC 3/4" S.S. BOLT, NUT, AND FLAT WASHER. EQUIPMENT BONDING JUMPER SHALL BE #8 MIN. 4' OF TINNED BRAIDED COPPER. ALL BOX DIMENSIONS ARE APPROXIMATE. EXACT CONFIGURATIONS VARY AMONG MANUFACTURERS. THE HINGES SHALL ALLOW THE LIDS TO OPEN 180°. 9. 8. 7. 6. 5. 2. 3. NOTES: 11. 120/240 VAC 1°3W METERBASE PHOTO ELECTRIC CELL MAIN CONTROL SIGNAL LTG TEST SWITCH FAULT RECEPTACLE GROUND UL LISTED PER STANDARD #508 SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT COMPONENT SCHEDULE CONTACTOR: LIGHTING RATED, 30 AMP, 4 POLE, 120 VAC COIL, (AS REQUIRED). PHOTO ELECTRIC CELL: 1800VA, 120 VAC, ALR #SST-IES (PER WSDOT SPEC). PHOTO-CELL BYPASS SWITCH, SPDT, 15 AMP, 277 VAC. GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX, 20A METERBASE: 100 AMP ILLUSTRATED. PROVIDE 150 AMP WHEN AND IF DESIGN LOAD REQUIRES, 4 JAW SAFETY SOCKET, AW #114TB, WITH 5TH JAW AT 9:00 POSITION (CONTRACTOR TO VERIFY WITH SERVING UTILITY). PANELBOARD: 120/240 VAC, 100 AMP (150 AMP IF NEEDED), 1 PHASE, 3 WIRE, COPPER BUS, 12 CKT 100 AMP MAIN BREAKER, WESTINGHOUSE BAB2100, 2 POLE WESTINGHOUSE BAB BOLT-ON BRANCH BREAKERS: 4-20/2 ILLUMINATION BRANCH; 1-40/1 SIGNAL BRANCH; 1-20/1 GROUND FAULT RECEPTACLE & CONTROL BRANCH. CABINET: NEMA 3R, PADMOUNT, 1/8" ALUMINUM CONSTRUCTION, 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST BLUE CONSTRUCTION LOCK ON DISTRIBUTION DOOR POLISHED WIRE GLASS WINDOW IN METER DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: POLYESTER POWDER COAT, NONE OUTSIDE, WHITE INSIDE 3 4 5 6 1 2 0.17'LINE LC METERING SECTION CLEARANCES & EQUIPMENT PER PSE AND EUSERC SKYLINE CABINET SERIES 47700-KM-100 OR APPROVED EQUAL BY TESCOR. ONE-LINE DIAGRAM SERVICE CABINET FRONT SIDE CONCRETE BASE NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.10"34"30"64"24" 2" (TYP)6"8-1/2"16"16" 0.17' CONDUITS TO BE INSTALLED WITHIN THE CONCRETE PEDESTAL TO SERVE THE CABINETS (TYP)18"28"20" CLASS 3000 CONCRETE BASE FINISHED SURFACE FINISHED SURFACE CABINETCABINET 3"SEE NOTE 1 SEE NOTE 2 SEE NOTE 5 SEE NOTE 3 SEE NOTE 4 SEE NOTE 6 END VIEW NOTE: CUT DRAIN WIRESOLDERLESS, CRIMPED, NON-INSULATED BUTT SPLICE SIDE VIEW LOOP SPLICE DETAIL SCOTCH 06147 ELECTRICAL MOISTURE SEALANT TAPE STOP BAR SINGLE LOOP WINDING DETAIL JUNCTION BOX B SFA BS*AF BF AS #14 TWISTED PAIR WIRE TYPE IMSA 51-3, 3 TWISTS PER FOOT TO CONTROLLER JUNCTION BOX LOOP SERIES NUMBER ***S=START F=FINISH **F S*WEARING COURSE (TYPICAL FOR SECTIONS A, B & C) 0.25" MINIMUM WIDTH SAWCUT SECTION A-A3"SECTION C-C SECTION B-B 0.50" MINIMUM WIDTH SAWCUT 0.50" MINIMUM WIDTH SAWCUT3"3"A A A A B B C C4'TO ADDITIONAL LOOPS WHERE APPLICABLE S F A A STOP BAR LOOP WINDING DETAIL CENTER OF LANE CENTER OF LANE LOOP SPLICE (TYPICAL) =LOOP NUMBER S=START F=FINISH *=LOOP NUMBER CONDUIT STUBOUT, SEE STANDARD PLAN 6-99 EDGE OF PAVED SHOULDERNOTES: 1. SEE KENT STANDARD PLAN 6-99 FOR CONDUIT STUBOUT DETAIL AND INDUCTION LOOP INSTALLATION NOTES. 2. SEE KENT STANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT DETAIL. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. F S OR CURB(ASSUMING TWO LANES OF LOOPS) TO ADDITIONAL LOOPS WHERE APPLICABLE B B C C LOOP SERIES NUMBER 2C(S) LEAD-IN CABLE IMSA 50-2 B B C C #14 TWISTED PAIR WIRE TYPE IMSA 51-3, 3 TWISTS PER FOOT 2C(S) LEAD-IN CABLE IMSA 50-2 TO CONTROLLER NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.6"EXISTING PAVEMENTSANDEDGE OF PAVED SHOULDER (SHOWN) OR EDGE OF EXTRUDEDCURB OR EDGE OF GUTTER PAN OR EDGE OF TRAFFIC BARRIERLEAD SCH 80 CONDUITFULL DEPTHSAWCUT SPLICEMATCH EXISTINGPAVING MATERIALCSTC OR CONTROLLEDDENSITY FILL3/4" ABOVE BOTTOM OFPAVEMENT CONDUIT ENDBELL BUSHING, SEALWITH DUCT SEALLOOP LEAD WIRES~ TWISTED PAIR2 5/8" MIN. ~ 3" MAX.LOOP LEAD SAWCUTDETECTORLEAD 2C(S)CABLELOOP STUB-OUT SLEEVE (1/4" TO1/2" BELOW TOP OF ASPHALT)6"50' MAXIMUM DISTANCESEE STUB-OUT CONDUIT PLACEMENT DETAILSCONDUITCONDUITGRAVEL PADSTANDARD JUNCTION BOX6"1' - 0"2' - 0" MINIMUM FROMTOP OF PAVED SURFACESOFTPOCKETTO CONDUIT4"TO CABINETTO LOOPLOOP LEAD WIRES~TWISTED PAIR2"±1.CONDUIT USED FOR STUB-OUTS SHALL BE SCHEDULE 80 PVC CONDUIT,MINIMUM SIZE 2 INCHES.2.ALL LOOPS SHALL BE WOUND WITH THREE TURNS OF NO. 14 AWGSTRANDED COPPER WIRE, CLASS B, WITH CHEMICALLY CROSS LINKEDPOLYETHYLENE TYPE USE INSULATION OF CODE THICKNESS.3.BACKER ROD WILL NOT BE USED WITH CITY OF KENT LOOPINSTALLATIONS.4.LEAD WIRES: FOUR PAIR MAXIMUM PER SAWCUT.5.EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT DEPTHAROUND CORNERS.6.LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT IF NEW PAVEMENT ISINSTALLED.7.ALL LOOPS SHALL HAVE IDENTIFYING LABELS ON THEIR LEADS SHOWINGLOOP NUMBER AND S (START) OR F (FINISH).8.9.10.11.SEE STANDARD PLAN 6-98 FOR INDUCTION LOOP DETAILS ANDSTANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT.WHEN SAWCUTTING LEAD SLOT IN THE ROADWAY, CONTINUE THESAW CUT APPROXIMATELY ONE INCH BEYOND THE SEAM WITH THECONCRETE GUTTER A DEPTH OF APPROXIMATELY ONE INCH TOPERMANENTLY MARK THE LOCATION OF THE STUBOUT. IF NO GUTTERIS PRESENT, CONTACT THE ENGINEER FOR AN ALTERNATIVE METHODOF MARKING THE STUBOUT LOCATION.ALL LOOP LEADS RETURNING TO JUNCTION BOX SHALL BE PLACED AMINIMUM OF 2 FEET AWAY FROM ANY AND ALL METAL CASTINGS ORVALVE BOXES EXCEPT TERMINATING HANDHOLES OR JUNCTIONBOXES.SEE DETAIL 6-98 FOR SPLICE METHOD. EPOXY SPLICE KITS ARE NOTALLOWED.INDUCTION LOOP INSTALLATION NOTES: (NONE) 104 FT. 104 FT. 104 FT. 104 FT. 104 FT. 4 FT. 4 FT. 4 FT. 4 FT. 4 FT. (SINGLE) ADVANCE LOOP THROUGH LANE (SINGLE)(SINGLE)SPEED LIMIT POSTED LOOP STOP BAR ADVANCE LOOP LEFT TURN LANE MID LOOP THROUGH LANE 144 FT. 164 FT. 274 FT. 309 FT. 354 FT. 394 FT.304 FT. 274 FT. 239 FT. 209 FT. 4 FT.104 FT. 1PC112 SD2 623SD1613 7PC 712 SD7 413 SD8 423 3PC312 SD4823 SD3813 5125PC 213 SD5223 SD6 E1 E2 222 212 421 422 221 211 511 411 412 711 611 621111 612 622 N1 N2 SR WR ER NR S2 S1 A B A B 311 811 821 812 822 W1 W2 B A LOOP PLACEMENT (NONE)25 MPH 30 MPH 35 MPH 40 MPH 45 MPH 50 MPH NOTES: 1.THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP BAR TO THE CENTER OF THE INDUCTION LOOP. 2.LOOP DISTANCES MAY BE ADJUSTED ±2 FEET TO AVOID METAL CASTINGS. 3.THE DISTANCE BETWEEN "A" LOOPS AND "B' LOOPS SHALL BE 16 FEET CENTER-TO-CENTER. LOOP IDENTIFICATION SCHEMATIC (TYPICAL) NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. NOTES: 1. BENCH TYPE 1 SHALL BE BACKLESS AND BACKED "TRIO" BY FORMS+SURFACES, OR APPROVED EQUAL. 2. BENCH TYPE 1 SHALL BE "ALUMINUM TEXTURE" SEAT & FRAME IN RAL 9007 "GREY ALUMINUM" METALLIC POWDER COAT FINISH. 3. BENCH TYPE 1 SHALL BE INSTALLED SURFACE MOUNT, LEVEL AND PLUMB. 4. BACKS OF BACKED BENCH TYPE 1 SHOULD BE INSTALLED TOWARDS ROADWAY CURB SIDE. 5. APPLIES TO BUFFER AND AMENITY ZONES AT STREETSCAPE TYPE A AND B. 6. APPLIES TO BUFFER ZONES AT STREETSCAPE TYPE C. 7. APPLIES TO BUFFER ZONES NEAR SIGNIFICANT INTERSECTIONS, MINOR INTERSECTIONS/CROSSINGS, AND MID -BLOCK CROSSINGS. FACE OF BUILDING, PLAZA OR CLOF BACKLESS OPEN SPACE BENCH LEVELING WASHER 20" COLO 74 8 CEME n CONC BAND STD f `V 7-18 FRONT ELEVATION SIDE ELEVATION CEOF BACKED BENCH 22.7" FRONT ELEVATION SIDE ELEVATION BENCH LEG, LEVEL AND PLUMB MIN. )NCRETE ANCHOR BOLT SURFACE MOUNT INSTALLATION PLANTER AREA, TYP. BENCH TYPE 1, TYP. SCORED CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB & GUTTER, PER STD PLAN 6-33 LAYOUT PLAN (NORTH SIDE & STREETSCAPE TYPE C) COLORED CEMENT PLANTER CEMENT CONCRETE AREA,TYP. CONCRETE BAND, SEE PATHWAY - 8PL m II f SCORED CEMENT CONCRETE SIDEWALK FACE OF BUILDING, PLAZA OR OPEN SPACI BENCH TYPE 1, TYP �FFREY ?� 0 38296 4 0�41 GI STEg �w �`�SIONAL LAYOUT PLAN (SOUTH SIDE AT STREETSCAPE TYPE A & B) AXONOMETRIC LITTER RECEPTACLE TYPE 1 SCORE JOINT, TYPICAL, SEE STD PLAN 7-19 SCORED CEMENT CONCRETE SIDEWALK SECTION #4 S.S. SATIN GRAPHIC PLATES WITH BLACK VINYL GRAPHICS "LITTER AND SYMBOL" NOTES: 1. LITTER RECEPTACLE TYPE 1 SHALL BE "DISPATCH", SINGLE STREAM, 36 GALLON MANUFACTURED BY FORMS + SURFACES, OR APPROVED EQUAL. 2. LID COLOR SHALL BE METALLIC POLYESTER POWDERCOAT RAL 9007 "GREY ALUMINUM". BODY COLOR SHALL BE MANUFACTURER POLYESTER POWDERCOAT "ALUMINUM TEXTURE" WITH ANTI-GRAFFITI COATING. 3. LITTER RECEPTACLE TYPE 1 SHALL BE SURFACE MOUNT INSTALLATION, LEVEL AND PLUMB, INSTALLED PER MANUFACTURER INSTRUCTIONS. 4. APPLIES TO BUFFER ZONES AT STREETSCAPE TYPE C. 5. APPLIES TO BUFFER AND AMENITY ZONES AT STREETSCAPE TYPES A AND B. 6. APPLIES TO BUFFER ZONES NEAR SIGNIFICANT INTERSECTIONS, MINOR INTERSECTIONS/CROSSINGS, AND MID-BLOCK CROSSINGS. BODY LID FACE OF BUILDINGLITTER RECEPTACLE TYPE 1 WITH DRAIN HOLES, BAG SLOTS AND RECESSED ACCESS (SCREWDRIVER OPERATED), LEVEL AND PLUMB CL LAYOUT PLAN (SOUTH SIDE AT STREETSCAPE TYPE A & B) CL CL 6'-0"PLANTER AREA, TYP. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. LAYOUT PLAN (NORTH SIDE & STREETSCAPE TYPE C) PLANTER AREA, TYP. CL 6'-0"CL SCORED CEMENT CONCRETE SIDEWALK CEMENT CONCRETE CURB & GUTTER, PER STD PLAN 6-33 FACE OF BUILDING 3'-6" LITTER RECEPTACLE TYPE 1 2'-0" COLORED CEMENT CONCRETE BAND PER STD PLAN 7-18 SCORE JOINT, TYPICAL, SEE STD PLAN 7-19 COLORED CEMENT CONCRETE BAND PER STD PLAN 7-18 CEMENT CONCRETE PATHWAY LINEAR ACCENT PAVER BAND PER STD PLAN 7-16 LINEAR ACCENT PAVER BAND PER STD PLAN 7-16 NOTES: 1.HEAVY DUTY METAL BOLLARD SHALL BE CUSTOM SEMI DOME TOP, SCHEDULE 40, STAINLESS STEEL TYPE 316. 2.FINISH SHALL BE IN BRUSH SATIN WITH CLEAR ANTI-GRAFFITTI COATING. 3.MANUFACTURER EMBED MOUNT SHALL BE PLUMB AND INSTALLED PER MANUFACTURER INSTRUCTIONS. 4. APPLIES TO MINOR INTESECTIONS AT STREETSCAPE TYPE A, B AND C. BOLLARD @ 6' 0.C. SPACING CEMENT CONCRETE CURB SCORE JOINT, TYPICAL, SEE STD PLAN 7-19 SCORED CEMENT CONCRETE SIDEWALK 3'-0" SIDE ELEVATION EMBED MOUNT SECTION 9"18"BOLLARD FINISH GRADE PAVEMENT 24" DEEP CEMENT CONCRETE FOOTING TOWARDS STREET SIDE 9"6" CLRFACE OF CURB FACE OF CURB 1%1% 3'-0" C C 48" LENGTH GALVANIZE STEEL INNER CORE L L PLAN FINISH GRADE NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 8" DIA.3'-0"R=18" R=9"1/4"EXPANSION JOINT, TYPICAL, SEE STD PLAN 6-36 BROOM FINISHLAYOUT PLAN NOTES: 1. ALL PAVERS, COLORED CEMENT CONCRETE BAND, SCORED CEMENT CONCRETE SIDEWALK, AND LINEAR STAMPED CEMENT CONCRETE SHALL MATCH CROSS AND LONGITUDINAL SLOPE OF CONCRETE SIDEWALK AND/OR ADJACENT PAVER. 2. SEE STD PLAN 7-19 FOR SCORE JOINT DETAIL. 3. ALL SIDEWALK SURFACE TREATMENTS SHALL BE ADA COMPLIANT. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. CONTRACTION/CONTROL JOINT, 12' MAX O.C. TYP. SEE STD DETAIL 7-19.2 1'X1' CEMENT CONCRETE SIDEWALK, SEE STD PLAN 7-19 4' 0.C. SCORED CEMENT CONCRETE PATHWAY, SEE STD PLAN 7-19 2'X2' SCORED CEMENT CONCRETE SIDEWALK, SEE STD PLAN 7-19 CEMENT CONCRETE CURB & GUTTER, SEE STD PLAN 6-33 SCORE JOINT, TYP. SEE STD PLAN 7-19 LINEAR STAMPED CONCRETE, SEE STD DETAIL 7-19.3 MIN. 30' MIN. 20' PLANTER, TYP. STREET OR ACCENT TREE, SEE STD PLAN 6-55 24' TYP. COLORED CEMENT CONCRETE BAND, SEE STD PLAN 7-18 4.5'8'4'6'LINEAR ACCENT PAVER BAND, SEE STD PLAN 7-16 STREET OR PEDESTRIAN LUMINAIRE & POLE, IF REQ., TYP. SEE STD PLAN 7-23 & 7-25 60°'DUAL PEDESTRIAN LUMINAIRE AND POLE, IF REQ., TYP. SEE STD PLAN 7-24 PATHWAYSECTION A-A' SECTION B-B' CONTRACTION/CONTROL JOINT, TYP. SEE STD DETAIL 7-19.2 SCORE JOINT, TYP. SEE STD DETAIL 7-19 LINEAR ACCENT PAVER BAND, SEE STD PLAN 7-16 CEMENT CONCRETE CURB & GUTTER, SEE STD PLAN 6-33 CEMENT CONCRETE CURB & GUTTER, SEE STD PLAN 6-33 LINEAR ACCENT PAVER BAND, SEE STD PLAN 7-16 1'X1' SCORED CEMENT CONCRETE SIDEWALK (4" CLASS 3000) 2'X2' SCORED CEMENT CONCRETE SIDEWALK (4" CLASS 3000) 2'X2' SCORED CEMENT CONCRETE SIDEWALK (4" THICK CLASS 3000), SEE STD PLAN 7-19 PLANTER, TYP. COLORED CEMENT CONCRETE BAND, TYP. SEE STD PLAN 7-18 4' O.C. SCORED CEMENT CONCRETE PATHWAY (4" CLASS 3000) 4' O.C. SCORED CEMENT CONCRETE PATHWAY (4" CLASS 3000), SEE STD PLAN 7-19 1.5% 24" DEEP "BIO-BARRIER" DEEP ROOT BARRIER (24' LENGTH), TYP. 4" CSBC 4" CSBC 4" CSBC COLORED CEMENT CONCRETE BAND, TYP. SEE STD PLAN 7-18 1.5% 1.5% BOND BREAK, SEE STD PLAN 6-35 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. FLUSH 4" CSBC MIN. 1/2" MORTAR BED, TYP. LINEAR ACCENT PAVER, TYP. SCORED/STAMPED CEMENT CONCRETE SIDEWALK (4" CLASS 3000) OR COLORED CEMENT CONCRETE BAND, SEE STD PLAN 7-18 FLUSH NOTES: 1. LINEAR ACCENT PAVER SHALL BE 3" WIDTH X 12" LENGTH X 4" THICK NARROW MODULAR PAVER BY STEPSTONE, INC. OR APPROVED EQUAL. 2. ALL PAVERS TO MATCH CROSS AND LONGITUDINAL SLOPE OF CONCRETE SIDEWALK AND/OR ADJACENT PAVER. 3. ALL SIDEWALK SURFACE TREATMENTS SHALL BE ADA COMPLIANT. TYPICAL SECTION LINEAR ACCENT PAVER BAND LAYOUT PLAN (NORTH SIDE & STREETSCAPE TYPE C) COMPACTED SUBGRADE SCORED/STAMPED CEMENT CONCRETE SIDEWALK (4" CLASS 3000) OR COLORED CEMENT CONCRETE BAND, SEE STD PLAN 7-18 LINEAR ACCENT PAVER BAND LAYOUT PLAN (SOUTH SIDE ALONG STREETSCAPE TYPE A & B) SCORED CEMENT CONCRETE SIDEWALK (4" CLASS 3000) LINEAR ACCENT PAVER, SEE TYP. SECTION THIS SHEET GROUT/MORTAR JOINT, TYP. SEE DETAIL, THIS SHEET EXPANSION JOINT, TYP. SEE STD DETAIL 7-19.2 LINEAR ACCENT PAVER, SEE TYP. SECTION THIS SHEET SCORED CEMENT CONCRETE SIDEWALK, TYP. (4" CLASS 3000) PLANTER AREA GROUT/MORTAR JOINT SECTION GROUT/MORTAR JOINT, TYP. SEE DETAIL, THIS SHEET LINEAR ACCENT PAVER, TYP.1/8"1 8" MIN, 3 8" MAX GROUT FLUSH COLORED CONCRETE BAND TYP, SEE STD PLAN 7-18 CEMENT CONCRETE RAT SLAB (4" CLASS 3000) ±7" SIZED TO FIT PAVERS PLUS JOINTS GROUT/MORTAR JOINT, SEE DETAIL THIS SHEET 812"12" TYP.4"412"GROUT/MORTAR JOINT, SEE DETAIL THIS SHEET NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 12" COLORED CEMENT CONCRETE BAND - SEE NOTE 6 SECTION NOTES: 1. PROVIDE EXPANSION AND CONTRACTION JOINTS PER STD PLAN 6-35, 7-19.2, OR WHERE SHOWN ON PLANS AND DETAILS. 2. COLORED CEMENT CONCRETE BAND TO MATCH CROSS AND LONGITUDINAL SLOPE OF CONCRETE SIDEWALK AND/OR ADJACENT PAVER. 3. ALL SIDEWALK SURFACE TREATMENTS SHALL BE ADA COMPLIANT. 4. COLORED CEMENT CONCRETE BAND LAYOUTS ON SOUTH SIDE OF STREETSCAPE TYPE A & B PER STD PLAN 7-13. 5. COLORED CEMENT CONCRETE BANDS LAYOUTS ON STREETSCAPE TYPE C AND NORTH SIDE LAYOUTS PER STD PLAN 7-14. 6. DRY SHAKE COLOR HARDENER FOR COLORED CEMENT CONCRETE BAND SHALL BE EMERCHROME "SMOKE BEIGE" #4948 BY L.M. SCOFIELD COMPANY, OR APPROVED EQUAL. APPLY PER MANUFACTURER'S GUIDELINES. 7. 10' LONG COLORED CEMENT CONCRETE BAND, ALIGN WITH ADJACENT 2'x2' SCORED CEMENT CONCRETE AND PLANTER EDGE. HEXAGON PAVERS, SEE STD PLAN 7-17, LINEAR ACCENT PAVER BAND, SEE STD PLAN 7-16), OR SCORED CEMENT CONCRETE SIDEWALK 4" CSBC SCORED CEMENT CONCRETE SIDEWALK, SEE STD PLAN 7-19 FLUSH 4" DEPTH CONCRETE RAT SLAB REQ'D UNDER HEXAGON AND LINEAR ACCENT PAVERS SCORE JOINT, SEE STD PLAN 7-19 CONTRACTION/CONTROL JOINT IF ADJACENT PANEL IS CONCRETE, SEE STD PLAN 7-19.2 COLORED CEMENT CONCRETE BAND SCORING LAYOUT PLAN COLORED CEMENT CONCRETE BAND, TYP. SEE STD PLAN 7-18 SCORED CEMENT CONCRETE SIDEWALK, TYP (4" CLASS 3000) SCORE JOINT, SEE STD PLAN 7-19 NOTES: 1. SCORE JOINT SHALL BE SAWCUT, NO RADIUS ON EDGES AND NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT. 2. FOR EXPANSION AND CONTRACTION/CONTROL JOINT DETAILS REFER TO STD PLANS 6-35 AND 7-19.2. 3. MEDIUM BROOM FINISH SHALL BE PERPENDICULAR TO BACK OF CURB. VARIES, SEE SIDEWALK L AYOUT NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. EXPANSION JOINT SECTION NOTES: 1. PROVIDE EXPANSION AND CONTRACTION/CONTROL JOINTS PER STD PLAN 6-35 OR WHERE SHOWN ON PLANS AND DETAILS. SEE DETAILS THIS SHEET. 2. CONTRACTION/CONTROL JOINTS SHALL BE FORMED IN CONFORMANCE WITH WSDOT STD SPECIFICATION SECTION 5-05.3 (8) A. 3. FILL CONTRACTION/CONTROL JOINTS WITH JOINT SEALER IN CONFORMANCE WITH WSDOT STD SPECIFICATION SECTION 5-05.3(8)B. 4. ALL SIDEWALK AND CROSSWALK SURFACE TREATMENTS SHALL BE ADA COMPLIANT. CEMENT CONCRETE SIDEWALK, DRIVEWAY OR CROSSWALKFLUSH ELASTOMERIC JOINT MATERIAL TO BE 3 8" X FULL DEPTH AND SHALL BE IN CONFORMANCE WITH WSDOT STD SPECIFICATION SECTION 9-04.1(4) 3/8" MAX.1/2" MAX.CONTRACTION/CONTROL JOINT SECTION CEMENT CONCRETE SIDEWALK, DRIVEWAY OR CROSSWALK 1 4" 25% OF SLAB DEPTH, SEE NOTE 2 SLAB DEPTHSEE PLANSJOINT SEALANT, SEE NOTE 3 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. LAYOUT PLAN LINEAR STAMPED CONCRETE WITH WOOD TEXTURE, TYP. 4" DEPTH (CLASS 3000) JOINTS, TYP. SEE DETAIL THIS SHEET EXPANSION JOINT, TYP. SEE STD 7-19.2 CONDITIONS VARY, SEE PLANS6'-0"6"TYP.STAMP IMPRINT DETAIL VARIES 23 1/2 - 71" JOINTS, TYP. SEE DETAIL THIS SHEET JOINT SECTION STAMPED CEMENT CONCRETE PAVEMENT 3/16"1/8" JOINT NOTES: 1. "CLASSIC WOOD" FM-8700B CONCRETE STAMPING TOOL SHALL BE PROVIDED BY STONEWAY CONSTRUCTION SUPPLY, OR APPROVED EQUAL. 2. STAMPED CEMENT CONCRETE PAVEMENT PATTERN AND COLOR SHALL BE APPROVED BY CITY PRIOR TO INSTALLATION. 3. CONTRACTION/CONTROL JOINTS SHALL BE 6 FEET APART. SEE STD PLANS 6-35 AND 7-19.2. 4. INTEGRAL COLOR FOR LINEAR STAMPED CONCRETE SHALL BE "SLATE" BY SOLOMON. CONTRACTION/CONTROL JOINT, TYP. SEE NOTE 3 PLANK WITH WOOD TEXTURE VARIABLE HEIGHT NOTES: 1.ORIENTATION LOCATIONS: * HANDHOLE ACCESS DOOR SHALL BE MOUNTED AT 180° * RECEPTACLE SHALL BE MOUNTED AT 90° * CARFLEX CONDUIT, AND IRRIGATION HOLE SHALL BE MOUNTED AT 90° AND 270° AND APPLY TO STREETSCAPES EAST OF SR-167. 2.NEW AND EXISTING UTILITIES MUST BE SHOWN ON DEVELOPMENT PLANS WITH APPROPRIATE CLEARANCES. ANY FIELD ADJUSTMENTS MUST BE APPROVED BY CITY. 3.JUNCTION BOX LAYOUT, FOUNDATION SIZE AND REINFORCEMENT SHALL BE PER CITY OF KENT STANDARD PLAN 6-89. 4.IRRIGATION DETAILS AT POLE BASE SHALL BE PER CITY OF KENT STANDARD PLAN 7-30 & 7-31. LUMINAIRE: 1.LUMINAIRE MANUFACTURER: AEC ILLUMINATION CORP - DELOS 1 LED STU-M 3.5-2M 2.ALUMINUM HOUSING WITH QUICK INSTALLATION SYSTEM (QIS) 3.LED, 3000K CCT, 525mA MAX DRIVE CURRENT, FLAT LENS PEDESTRIAN LIGHTING: 1.LUMINAIRE ARM, BASE, AND POLE SHALL BE POLYESTER POWDER COAT SYSTEM BY TIGER DRYLAC, WITH ANTI-GRAFFITI PROPERTIES, RAL COLOR 7021 (SATIN FINISH), OR APPROVED EQUAL. 2.POLES SHALL BE HOT DIPPED GALVANIZED. 3.FLOWER BASKET ATTACHMENT SYSTEM AND ARMS PER FBA20-D-C PER MANUFACTURE, SHALL APPLY TO STREETSCAPES EAST OF SR-167. VARIABLE HEIGHT PLAN FRONT STREET ELEVATION VIEW SIDE PATHWAY ELEVATION VIEW JUNCTION BOX PEDESTRIAN ARM AND LUMINAIRE IRRIGATION VALVE BOX SEE STD PLAN 7-31 C OF LUMINAIRE & POLE L C OF IRRIGATION VALVE BOX L C OF JUNCTION BOXL 2'-0" SCORED CEMENT CONCRETE SIDEWALK DELOS 1 (L) LUMINAIRE FIXTURE DECORATIVE BASE FINISH GRADE1'-3 7/8"2'-5" 4" FINISH GRADE FLOWER BASKET ARMS IRRIGATION NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. FLOWER BASKET AND ARMS FLOWER BASKET ARMS 2'-5"0° 180° 270°90° SCORED CEMENT CONCRETE PATHWAY SCORED CEMENT CONCRETE SIDEWALK ORIENTATION DIAGRAM SCORED CEMENT CONCRETE PATHWAY BASE PLATE & BOLT CIRCLE DETAIL 1234" Ø BOLT CIRCLE WITH 78" Ø HOLES FOR ANCHOR BOLTS 1218" SQ 11'-6"120 V RECEPTACLE (AWAY FROM TRAFFIC)11'-6"DIRECTIONOF TRAFFICDIRECTION OF TRAFFIC DECORATIVE BASE HANDHOLE ACCESS DOOR 120 V RECEPTACLE (AWAY FROM TRAFFIC)9'-0" CLEAR MIN.± 614"14'-0" MOUNTING HEIGHTBASE PLATE & COVER DETAIL BASE COVER WITH NON-SHRINK GROUT TO FILL VOIDS GROUND LEVEL BASE PLATE 1'-3/8"3' MIN(4) 3/4" DIA. GALVANIZED ANCHOR BOLTS CEMENT CONCRETE SIDEWALK FOUNDATION JUNCTION BOX 6" MAX FROM FOUNDATION COLORED CEMENT CONCRETE BAND PLANTER WHERE APPLICABLE POLE BASE COVER AND FOUNDATION NOTES: 1.ORIENTATION LOCATIONS: * HANDHOLE ACCESS DOOR SHALL BE MOUNTED AT 180° * RECEPTACLE SHALL BE MOUNTED AT 180° * BANNER ARMS SHALL BE MOUNTED AT 0° 2.NEW AND EXISTING UTILITIES MUST BE SHOWN ON DEVELOPMENT PLANS WITH APPROPRIATE CLEARANCES. ANY FIELD ADJUSTMENTS MUST BE APPROVED BY CITY. 3.JUNCTION BOX LAYOUT, FOUNDATION SIZE AND REINFORCEMENT SHALL BE PER CITY OF KENT STANDARD PLAN 6-89. 4.IRRIGATION DETAILS AT POLE BASE SHALL BE PER CITY OF KENT STANDARD PLAN 7-30 & 7-31. LUMINAIRE: 1.LUMINAIRE MANUFACTURER: AEC ILLUMINATION CORP - DELOS 2 2.ALUMINUM HOUSING WITH QUICK INSTALLATION SYSTEM (QIS) 3.LED, 3000K CCT, 525mA MAX DRIVE CURRENT, FLAT LENS STREET LIGHTING: 1.LUMINAIRE ARM, BASE, AND POLE SHALL BE POLYESTER POWDER COAT SYSTEM BY TIGER DRYLAC, WITH ANTI-GRAFFITI PROPERTIES, RAL COLOR 7021 (SATIN FINISH), OR APPROVED EQUAL. 2.POLES SHALL BE HOT DIPPED GALVANIZED. 3.BANNER ARMS ATTACHMENT SYSTEM PER MANUFACTURE. PLAN SIDE ELEVATION VIEW JUNCTION BOX STREET ARM AND LUMINAIRE C OF JUNCTION BOX L 3'-6" C OF LUMINAIRE & POLE L SCORED CEMENT CONCRETE SIDEWALK 4" 5" ± 712" 4'30'-0" MOUNTING HEIGHTDELOS 2 (L) POLE BANNER, SEE POLE BANNER DETAIL SHEET DECORATIVE BASE DELOS 2(L) LUMINAIRE FIXTURE POLE BANNER, TO BE DETERMINED BY CITY 4" POLE BANNER, SEE POLE BANNER DETAIL SHEET DECORATIVE BASE POLE BANNER, TO BE DETERMINED BY CITY HANDHOLE ACCESS DOOR FINISH GRADE FRONT ELEVATION VIEW NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. CURB & GUTTER ROADWAY DIRECTION OF TRAFFIC 0° 180° 270°90° ROADWAY SCORED CEMENT CONCRETE SIDEWALK ORIENTATION DIAGRAM BASE PLATE & BOLT CIRCLE DETAIL 1412" Ø BOLT CIRCLE WITH 118" Ø HOLES FOR ANCHOR BOLTS 1418" SQ CURB & GUTTER14'-10 1/2"120 V RECEPTACLE (TOWARDS SIDEWALK SIDE)DIRECTIONOF TRAFFICBASE PLATE & COVER DETAIL BASE COVER WITH NON-SHRINK GROUT TO FILL VOIDS GROUND LEVEL BASE PLATE 1'-3/8"3' MIN(4) 3/4" DIA. GALVANIZED ANCHOR BOLTS CEMENT CONCRETE SIDEWALK FOUNDATION JUNCTION BOX 6" MAX FROM FOUNDATION POLE BASE COVER AND FOUNDATION SIDE ELEVATION EMBED MOUNT SECTION NOTES: 1.LED SHALL BE 17W CUSTOM LED LIGHT ENGINE WITH PERFORMANCE CREE® LEDS IN 3000K. 2.FINISH SHALL BE RAL 9007 "GREY ALUMINUM" METALLIC POWDER COATING WITH ANTI-GRAFFITI PROPERTIES. 3.MANUFACTURER EMBED MOUNT SHALL BE PLUMB AND INSTALLED PER MANUFACTURER INSTRUCTIONS. 12" DIA.24"BOLLARD FINISH GRADE CEMENT CONCRETE FOOTING PER MANUFACTURER INSTRUCTIONS1-1/4"(4) 12"-13X18" GALVANIZED STEEL J-BOLT ANCHORS BOLLARD, SLIDE COVER DOWN TO COVER J-BOLT AND BASE PLATE 12" WASHER WITH 12"-13 NUT STAINLESS STEEL BASE PLATE FINISH GRADE CEMENT CONCRETE PATHWAY SCORE JOINT, TYPICAL SEE STD PLAN 7-19 SCORED CEMENT CONCRETE SIDEWALK 4'-0" AMENITY ZONE PLAN CL CL CL CL NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 1" SCH 40 PVC CONDUIT36"6" EXPANSION JOINT, TYPICAL. SEE STD PLAN 6-35 ACCENT BOLLARD LIGHTING @ 8' TO 10' O.C. SPACING COLORED CEMENT CONCRETE BAND PER STD PLAN 7-18 J-BOX Meet Me on Meeker (Russell – GRE)/Almaroof A - 2 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 WSDOT STANDARD PLANS DRAINAGE STRUCTURES AND HYDRAULICS B-25.60-02 Concrete Inlet B-30.15-00 ADA Grates for Rectangular Frames B-30.70-04 Circular Frame (Ring) and Cover B-55.20-02 Pipe Zone Bedding and Backfill CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-03 Cement Concrete Curbs SITE PRESERVATION AND EROSION CONTROL I-40.20-00 Storm Drain Inlet Protection ILLUMINATION, SIGNALS, AND ITS J-20.15-03 Accessible Breakaway Pedestrian PushButton (PPB) Post J-20.26-01 Accessible Pedestrian PushButton (PPB) Details (1 sheet) ROADWAY DELINEATION M-20.20-02 Profiled and Embossed Plastic Lines h B" OR 12" #3 BAR EACH CORNER #3 BAR HOC TOP AND SOTTO ONE #3 BAR HOOP FOR S" (IN) HEIGHT TWO #3 BAR HOOPS FOR 12" (IN) HEIGHT RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION V AR ACROSS BOTTOM PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER (INCHES) REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 16" CPSSP * (STD. SPEC. SECT. 9-05.20) 12" POLYPROPYLENE 12" (STD. SPEC. SECT. 9-06.24) SOLID WALL PVC 16 (STD. SPEC. SECT. 9-06.12(1)) PROFILE WALL PVC 16" (STD. SPEC. SECT. 9.06.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR EACH CORNER 1B- (IN) MIN #3 BAR HOOP NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 18" (in) . Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification Section 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5' (ft). 4. The frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1 : 24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the inlet has been placed. SEE NOTE 7 ALTERNATIVE PRECAST BASE SECTION �00 OP NASy� 7� 00 9 91a19 Q �� der' B�f STBR� �� S10NAL V u Heilman, Julie Feb 20 2018 12:51 PM m" CONCRETE INLET STANDARD PLAN B-25.60-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Fcm•"u..INr 62'/ 3018'r:a] AN _ STATE DESIGN ENGINEER T 1N=hingI— swn Dalmm w*w han•perlWan 29 1/4" PLAN VIEW GRATEFRAME FOR DETAILS NOT SHOWN, SEE STANDARD PLAN B•30.10 (TYP.) O O O O O O O O O O O O O O O O O O O O O O O O O n O PLAN VIEW GRATE ALTERNATIVE 1 ISOMETRIC VIEWS (GRATE ALTERNATIVE 1 SHOWN) NOTES 1. Bolt -down capability is required on all frames, grates, and covers, unless specified otherwise in the Contract. Provide 2 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC ■ 2" (in) Allen head cap screw by being tapped, or other approved mechanism. Location of bolt -down holes varies by manufacturer. 2. All grates shall be 20" (in) x 24" (in). 3. Grate alternatives shown for informational purposes. Grate design varies by manufacturer and must meet ADA requirements. 4. Refer to Standard Specification Section 9-05.15 and 9-05.15 (2) for additional requirements. PLAN VIEW GRATE ALTERNATIVE 2 PLAN VIEW GRATE ALTERNATIVE 3 0P WASy�\ Aff�I ST9 Di1ONAL 1`6Mq]alit IQ�AAKu, I� Feb 20 201 ft 12:53 YM ADA GRATES FOR RECTANGULAR FRAMES STANDARD PLAN 0-30.15-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION F627MIST Fen zT zme T:56AM STATE OESWN MINE --r wenNingron sue. 0.pemn.,aauemmaelmxen I 0 11 _ 3l8' I 3 1/8" 1 3/8" m BLIND PICK NOTCH DETAIL"A" 1 7/16" I RING PLAN 27 5/8" 28 318" 1" O S/8" za° 'a 28 314" 34 1/8° RING SECTION O SKID GROOVE PATTERN - SEE DETAIL SEE DETAIL "A" WASHER TOP_ _ B (SEE NOTES) BOTTOM---- --- 1 M 3 1/2' (MIN.) 1/4" (IN) DOVETAIL GROOVE WITH NEOPRENE GASKET (SEE NOTES) BOLT -DOWN / WATERTIGHT DETAIL "B" COVER PLAN ffi SEE DETAIL "A" COVER SECTION OB (SEE NOTE 7) STANDARD TYPE 1 cFF nt RING PLAN 27 5/8" 28 3/8' 1' I D 5/8" 'aa 24" 28 3/4' 34 1/8" RING SECTION O SEE DETAIL "A" TOP BOTTOM - -Y ----' COVER PLAN SEE DETAIL W m SEE DETAIL "A" COVER SECTION O (SEE NOTE 7) BOLT -DOWN / WATERTIGHT TYPE 2 NOTES 1. The gasket and groove may be in the seat (frame) or in the underside of the cover. The gasket may be "T' shaped in section. The groove may be cast or machined. 2. Bolt -down capability is required on all frames, grates, and covers, unless specified otherwise in the Contract. Provide 3 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S) 5/8" - 11 NC x 2" (in) Ellen head cap screw by being tapped, or other approved mechanism. Location of bolt down holes Varies by manufacturer. 3. For bolt -down manhole ring and covers that are not designated "Watertight," the neoprene gasket, groove, and washer are not required. 4. Washer shall be neoprene (Detail "B"). 5. In lieu of blind pick notch for manhole covers, a single 1" (in) pick hole is acceptable. Hole location and number of holes may vary by manufacturer. 6. Alternative reinforcing designs are acceptable in lieu of the rib design. 7. For clarity, the vertical scale of the Cover Section has been exaggerated, it is 1.5 times the horizontal scale (1 H:1.5V). ISOMETRIC VIEW x „4•� � it SKID GROOVE PATTERN DETAIL �� 44 q� OP NASy7'T� 90AFOfAlai 9 S TBQ�O 'S70NAL Iieilmajulic Feb 20201E12:55 PM CIRCULAR FRAME (RING) AND COVER STANDARD PLAN 8-30.70-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION 272D 1II F6 FCE TT l08 T:59 AM STATE DESIGN ENGINEER Wmhlnyten Stab Dpo,lmxll W Tmnpeltelfen TRENCH WIDTH (SEE NOTE 3) w 0 0 K PIPE ZONE BACKFILL 0o m (SEE NOTE 1) p�,2 pp�qq DOUR 0950 m� G w Z GRAVEL BACKFILL FOR Q OCs 85% O.D. N PIPE ZONE BEDDING (SEE NOTE 4) i< (SEE NOTE 2) K O 15% O.D. FOUNDATION LEVEL (� CONCRETE AND DUCTILE IRON PIPE TRENCH WIDTH (SEE NOTE 3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL —\ THERMOPLASTIC PIPE TRENCH WIDTH (SEE NOTE 3) PIPE ZONE BACKFILL (SEE NOTE 1) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL METAL AND STEEL RIB REINFORCED POLYETHYLENE PIPE PIPE ZONE BACKFILL (SEE NOTE 1) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL NOTES 1. See Standard Specifications Section 7-08.3(3) for Pipe Zone Backfill. 2. See Standard Specifications Section 9-03.12(3) for Gravel Backfill for Pipe Zone Bedding. 3. See Standard Specifications Section 2-09.4 for Measurement of Trench Width. 4. For sanitary sewer installation, concrete pipe shall be bedded to spring line. TRENCH WIDTH (SEE NOTE 3) PIPE ARCHES CLEARANCE BETWEEN PIPES FOR MULTIPLE INSTALLATIONS MINIMUM PIPE SIZE DISTANCE BETWEEN BARRELS CIRCULAR PIPE UP TO 48" 24" (DIAMETER) METAL DIAMETER12 PIPE ARCH 48" AND OR 36" LARGER WHICHEVER (SPAN) 18 LESS �� OF NASy�7� 9O'�c4 9BD4 B %T9 G �S/ONAL Q� Heilman, Julie la�Ks¢, Feb 20 201 B 12:56 PM PIPE ZONE BEDDING AND BACKFILL STANDARD PLAN B-55.20-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION y` t�nnnou�nl.w STATE GEBIGN ENGINEER WrAp W-hi g n stir. Dgmo W of TA".pef tio, FACE OF CURB 1" 1" (IN) R. VARIES 12" TO 24" VARIES 10" TO 2P' FACE OF CURB 1" 1' (IN) R. (SEE CONTRACT) MATCH ROADWAY MATCH ROADWAY SLOPE SLOPE • ° p 12" (IN) R. to 1/2" (IN) R. ROADWAY .,p' ROADWAY • ,11 112" 1111711 DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF CURB 1/2" (IN) R. f 11• (IN) R. MATCH ROADWAY SLOPE ' D '. m �� R (IN) ROADWAY dA CEMENT CONCRETE TRAFFIC CURB AND GUTTER I 72" (IN) R. CEMENT CONCRETE OR to ASPHALT CONCRETE SIDEWALK OR PATH b 'p D.. (IN) PREMOLDEO JOINT FILLER (WHEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB FACE OF CURB VARIES 12" TO 24" VARIES TO 22" , 1" ON) R. ROADWAY FACE OF CURB 1" (IN) R. , ROADWAY D' •p' D D D .p D D �p 1 3!4" 1 314" DUAL -FACED CEMENT CONCRETE TRAFFIC CURB FACE OF CURB 8 12" VARIES FROM 6" (IN) TO (r (IN) - MAINTAIN 1H : 6V SLOPE 1" (IN) ON SIDE OF CURB �VAIRIES R. MATCH ROADWAY 12" (IN) R. _ SLOPE 1/2" (IN) ROADWAY K LL y1' CEMENT CONCRETE 12" (IN) R. CURB RAMP, LANDING, 1" (IN) OR DRIVEWAY VARIES FROM R ENTRANCE 31W (IN) PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES FACE OF CURB 6 1/2" 5 12' 1" 12" (IN) R. 1" (IN) R. p to ROADWAY D D •D 61l4' " CEMENT CONCRETE TRAFFIC CURB NO • p W� DEPRESSED CURB SECTION AT CURB RAMPS AND DRIVEWAY ENTRANCES FLUSH WITH GUTTER PAN AT CURB 1O RAMP ENTRANCE - 1/2" (IN) VERTICAL LIP AT DRIVEWAY ENTRANCE NOTE 1. See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing and see Standard Specification Sections 8.04 and 9-04 for additional requirements. FACE OF CURB 1 1/2" (IN) R. 1/7 0N) R. ° a ROADWAY D O •D D •D D ' MOUNTABLE CEMENT CONCRETE TRAFFIC CURB o117ASyI W�4��e r� C �O ,9 34363 O GISTS ♦� ONAL Barry, Ed May 6 2014 3:31 PM CiAg, CEMENT CONCRETE CURBS STANDARD PLAN F-10.12.03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Bakmi 2. 4 1 STATE DESIDN EWINEER T Wa-Nrgro Sly. Dp.—.., of honapor�olion cc 0 LL 0 DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS a f ° D dti FILTERED b WATER SECTION VIEW NOT TO SCALE TRIM ,a OVERFLOW BYPASS BELOW INLET GRATE DEVICE DRAINAGE GRATE - RECTANGULAR GRATE SHOWN BELOW INLET GRATE DEVICE NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it 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. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MARK W.MAURER CERTIFICATE NO. GOD598 STORM DRAIN INLET PROTECTION STANDARD PLAN 1-40.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch 111 09-20-07 SWE DESIGN ENGINEER GTE T Wwhiayma Slala DapammR all —pork Ih a 3- (IN) PEDESTRIAN PUSHBUTTON POST BRACKET ADAPTER (TYP.) ANCHOR FERRULE (TYP.) TOP OF FOUNDATION 3/4"(IN) CHAMFER _ (TYP.) C BRACKET (TYP.) 3" (IN) PIPE CAP NI_ GROUNDING CONNECTION w SEE DETAIL EQUIPMENT GROUNDING ANCHOR CONDUCTOR COUPLING (TYP.) SHIM (TYP.) - NO MORE THAN TWO PER COUPLING EXPLODED VIEW BREAKAWAY BASE CONNECTOR (SEE NOTE 1) o� u FIELD DRILL AND TAP FOR 1/4-20 THREAD BOLT (TYP.) &8" (IN) DIAMETER HOLE PEDESTRIAN PUSHBUTTON POST- 3- (IN) STEEL PIPE (SCHEDULE 40) 3" (IN) PEDESTRIAN PUSHBUTTON POST - BRACKET ADAPTER (TYP.) 1-- BRACKET (TYP.) COUPLING BOLT (TYP.) 3- (IN) PEDESTRIAN PUSHBUTTON POST ANCHOR COUPLING (TYP.) EQUIPMENT GROUNDING SHIM(TYP.) TURFACEAVED CONDUCTOR BRACKET ADAPTER • BRACKET (TYP.) , • P ° FILE JOINTINT FILLER COUPLING BOLT (TYP) COMMERCIAL g� ° CONCRETE a ANCHOR FERRULE SHIM (TYP.) '.° ° (TYP.) \_ 1"(IN) DIAMETER ELECTRICAL CONDUIT B' 1,-B• SQUARE FOUNDATION DETAIL ANCHOR FERRULE (TYP.) 1" (IN) DIAM. ELECTRICAL CONDUIT 1' THREAD POE POST II II I, II I' , II c \II I I 1 , I I i ' N w z " I I I I I , w v ic POST DETAIL NOTES 1. See Standard Specification 9-06.16 for Breakaway Base Connection details. Dimensions for the parts used to assemble the base connections are intentionally not shown. Base connections are patented manufactured products that are in compliance with NCHRP 350 crash test criteria. The Breakaway Base Connection details are only shown on this plan to illustrate how parts are assembled. 2. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. 3. Secure conductor in adjacent Junction Box per detail in Standard Plan J-28.70. 4. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to post height to accommodate plaque and leave a 2" (in) space between signs. 5. Mounting distances vary between manufacturers. See manufacturer's recommendations for mounting information. 6. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. PIPE CAP 1/6 ✓ — j STAINLESS STEEL L TOP OF POST FLAT WASHER (TY,) 1/4" (IN) • 1 114" (IN) LONG STAINLESS STEEL THREADED STUD POST WALL THREE 1/4" (IN) STAINLESS -+�- STEEL HEX NUTS EQUIPMENT GROUNDING CONDUCTOR AND FULL CIRCLE CRIMP -ON CONNECTOR - CRIMPED WITH A MANUFACTURERS RECOMMENDED CRIMPER GROUNDING CONNECTION DETAIL + WELD STUD TO POLE WALL TO MAXIMUM EXTENT POSSIBLE- 1r2" (IN) MINIMUM WELD CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS (SHOWN EXPLODED FOR CLARITY) EDGE OF SHOULDER m TOP OF FOUNDATION ANCHOR COUPLING (TYP.) CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF FOUNDATION (DO NOT GLUE PVC STUB -OUT) EDGE LINE DETAIL O e.N.y. Tw m° 26 zma 4:25 FM ACCESSIBLE BREAKAWAY PEDESTRIAN PUSHBUTTON (PPB) POST STANDARD PLAN J-20.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Jun 30 2014 3:11 PM _ WAMPM MENGINt ry/ Wa-hinpton Stab DapaMt d of Tm p*"" ACCESSIBI PEDESTRD PUSHBUTT( (APS) ASSEMBI vmmmml ® Wa *Far STCnmm ®01RWmtliAw STAMFrr S9N0 ® Vo*lu ir Ytlidn 1A&h Far Vdidn 3 .IF��I- sbrbi Sbrbi ',�,�, It Slrbd R Fain CmMap 18 H'INI CIOMhO To Rdo D uft ® DWT CM ® DOW CM ® DONT CRms � DffM TO CROSS TO CROSS � TO CROSS INSULINER SLEEVE 9, R10-3e (RIGHT) R10-3e (LEFT) R10-3e (MOD.) PEDESTRIAN PUSHBUTTON INSTRUCTIONAL SIGN WIRE ROUTING PERSPECTIVE VIEW KEY 1 FACE PLATE 2 1/4-20. 3/B" LONG STAINLESS STEEL SCREW 3 1/4-20 STAINLESS STEEL SCREWS 4 PUSHBUTTON FRAME ADAPTER 5 1/4-20 STAINLESS STEEL BOLT W/ WASHER AND LOCK WASHER 6 PUSHBUTTON STATION 7 DRILL AND TAP SHAFT FOR 114" DIAM. BOLT 8 DRILL AND TAP SHAFT FOR 5/S" WIRE GUIDE HOLE - ADD INSULINER A 1 Ar#,NINa "'IO 5 Doitt PUsNDADss N O PEDESTRIAN PUSHBUTTON FRAME ADAPTER ACCESSIBLE PEDESTRIAN SIGNAL (ASP) ASSEMBLY METAL POLE INSTALLATION PPB-M ATTACH SIGN TO ADAPTER - 1/4-20.3/S- STAINLESS STEEL SCREWS (TYP.) ATTACH ADAPTER TO PUSH- BUTTON STATION - 1/4" DIAM. COUNTERSUNK HOLE, 3/8" LONG FLAT HEAD SCREWS (TYP.) fe ISOMETRIC VIEW (METAL POLE SHOWN) JOSEb O�Q4ep411ASdy� �� 0 B 39820 N� BOISTS s/ONAL B� ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich 111 7/12/12 STALE M91M ENtMN GATE At, Warhilo n StaN Wpon- Mor T.omsp im 37 a 1—,4" 23' 4" 23' 4" 23" 4" 23" 4" 4" i TOP VIEW A SIDE VIEW PROFILED PLASTIC FOR: CENTERLINE A, LANE LINE - W = 4" (BROKEN LINE) NO -PASS LINE d. TWO-WAY LEFT -TURN CENTERLINE- W = 4" REVERSIBLE LANE LINE - W = 4" WIDE BROKEN LANE LINE - W = B" yl 1 = 1" (rYP.) I100 TO 300 MILS I I � I 1 160 MILS MIN. 15 TO 30 MILS TOP VIEW B DETAIL O SIDE VIEW CENTERLINE 6 LANE LINE NO -PASS LINE S. TWO-WAY LEFT -TURN CENTERLINE EMBOSSED PLASTIC FOR: REVERSIBLE LANE LINE (SOLID OR BROKEN LINE) DOUBLE CENTERLINE & DOUBLE LANE LINE EDGE LINE 6 SOLID LANE LINE EM1 0"TO 2" 1 =1" , =1" GENERAL NOTE See Standard Plan M-20.10 for pattern and Color requirements. 23" PERSPECTIVE VIEW 2' - 0" TOP VIEW SIDE VIEW 101 4" 4" 23" 4" 1 23" 4" 3� J TOP VIEW �y A PROFILED PLASTIC (SOLID LINE) TOP VIEW A SIDE VIEW DOTTED EXTENSION LINE DOTTED LANE LINE - W = 4" WIDE DOTTED LANE LINE - W = 6" PROFILED PLASTIC (BROKEN LINE) L i i i i i I I I I I I NOT TO SCALE TOP VIEW 160 MILS MIN. 114" T� � � F 500 MILS MIN. 1/4" � � � 100 Ti p3pO MILS I I 160 MILS MIN. 114" 15T� 500 MILS MIN. 1/4" SIDE VIEW PROFILED EMBOSSED PLASTIC FOR: CENTERLINE & LANE LINE REVERSIBLE LANE LINE (SOLID OR BROKEN LINE) NO -PASS LINE DOUBLE CENTERLINE b DOUBLE LANE LINE TWO-WAY LEFT -TURN CENTERLINE EDGE LINE 3 SOLID LANE LINE SIDE VIEW FOR: NO -PASS LINE - W = 4" TWO-WAY LEFT -TURN CENTERLINE - W = 4" DOUBLE CENTERLINE 6 DOUBLE LANE LINE - W = 4" EDGE LINE R SOLID LANE LINE - W =4' WIDE LANE LINE 3 WIDE LINE - W = 8" DOUBLE WIDE LANE LINE - W =8" BARRIER CENTERLINE - W = 20" W (W - 1/2") 500 MILS MIN. r SECTION O 4' 3 t2• BO MILS MIN. 500 MILS MIN. DETAIL OA Walsh, Brian Apr 16 2015 2:27 PM 1 c„se„ PROFILED AND EMBOSSED PLASTIC LINES STANDARD PLAN M-20.20-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Apr 20 2015 10:07 AM ^�° BTATE DE8IGN ENGINEER -ATE DE8IGN ENGINEER Wwhir40m Sr Dpor Wsl TnnWoftlen Meet Me on Meeker (Russell – GRE)/Almaroof A - 3 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 TRAFFIC CONTROL PLANS 28” REFL. CONERUSSELL RD W MEEKER ST 36” DELINEATOR POST METRO STOP UNAFFECTED METRO STOP UNAFFECTED TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE SIGNAL SHALL FLASH RED-ALL DIRECTIONS UPO SHALL COUNTERMAND SIGNAL (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION 48” x 24” G20-2 END ROAD WORK (OPTIONAL) RIVERWOOD APTS 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. 4. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28” REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: City of Kent SUPERVISOR PHONE NUMBER (office) CONTRACTOR 253-856-5535 Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 1 Abdulnaser Almaroof MEEKER ST JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD BE PREPARED TO STOP W20-7b W20-7a LEFT TURN LANE CLOSED AHEAD ROAD WORK AHEAD W20-1 24” x 36” R9-11 SIDEWALK CLOSED AHEAD SIDEWALK CLOSED 36” x 24” R9-9 W2-401 W2-401 R3-5R ONLY 18” x 24” SIDEWALK CLOSED 36” x 24” R9-9 CROSSWALK CLOSED 36” x 24” R9-3XC CROSSWALK CLOSED 36” x 24” R9-3XC W20-7a ROAD WORK AHEAD W20-1 W20-7a BE PREPARED TO STOP W20-7b ROAD WORK AHEAD W20-1 W20-7a BE PREPARED TO STOP W20-7b ROAD WORK AHEAD W20-1 48” x 24” G20-2 END ROAD WORK ADVANCE WARNING SIGNS SPACED @ (X) OR AS SPACE ALLOWS. REFER TO SIGN SPACING CHART. DEAD END POLICE LEGEND WORK AREA 28” REFL. CONE 36” DELINEATOR POST SIGN LOCATION EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW CONE TOP SIGN MAINTAIN (2) 11” WIDE TRAVEL LANES SPEED LIMIT 40 POSTED SPEED LIMIT (OPTIONAL) TRAFFIC CONTROL SHALL BE REMOVED, ROAD SHALL BE OPEN TO IT’S FULL WIDTH AND SIGNAL SHALL RETURN TO NORMAL OPERATION DURING NON-WORKING HOURS. DISPLAYED 1 WEEK PRIOR TO CONSTRUCTION. MESSAGE & LOCATION TBD BY CITY OF KENT. 8/3/20 28” REFL. CONERUSSELL RD W MEEKER ST 36” DELINEATOR POST METRO STOP UNAFFECTED TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE SIGNAL SHALL FLASH RED-ALL DIRECTIONS UPO SHALL COUNTERMAND SIGNAL (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION 48” x 24” G20-2 END ROAD WORK 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. 4. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28” REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: City of Kent SUPERVISOR PHONE NUMBER (office) CONTRACTOR 253-856-5535 Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 2 Abdulnaser Almaroof MEEKER ST JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD W20-7a LEFT TURN LANE CLOSED AHEAD ROAD WORK AHEAD W20-1 24” x 36” R9-11 SIDEWALK CLOSED AHEADSIDEWALK CLOSED 36” x 24” R9-9 CROSSWALK CLOSED 36” x 24” R9-3XC W20-7a ROAD WORK AHEAD W20-1 W20-7a ROAD WORK AHEAD W20-1 RIVERWOOD APTS W20-7a BE PREPARED TO STOP W20-7b ROAD WORK AHEAD W20-1 48” x 24” G20-2 END ROAD WORK ADVANCE WARNING SIGNS SPACED @ (X) OR AS SPACE ALLOWS. REFER TO SIGN SPACING CHART. LEGEND WORK AREA 28” REFL. CONE 36” DELINEATOR POST SIGN LOCATION EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW CONE TOP SIGN MAINTAIN (2) 11” WIDE TRAVEL LANES BE PREPARED TO STOP W20-7b DEAD END METRO STOP UNAFFECTED SPEED LIMIT 40 POSTED SPEED LIMIT (OPTIONAL) NO SIDEW ALK NORTH OF HERE CROSSWALK CLOSED 36” x 24” R9-3XC POLICE W1-4 TRAFFIC CONTROL SHALL BE REMOVED, ROAD SHALL BE OPEN TO IT’S FULL WIDTH AND SIGNAL SHALL RETURN TO NORMAL OPERATION DURING NON-WORKING HOURS. (OPTIONAL) DISPLAYED 1 WEEK PRIOR TO CONSTRUCTION. MESSAGE & LOCATION TBD BY CITY OF KENT. 8/3/20 28” REFL. CONERUSSELL RD W MEEKER ST 36” DELINEATOR POST METRO STOP SHALL BE RELOCTED TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALESIGNAL SHALL FLASH RED-ALL DIRECTIONS UPO SHALL COUNTERMAND SIGNAL (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION 48” x 24” G20-2 END ROAD WORK (OPTIONAL) 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. 4. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28” REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: City of Kent SUPERVISOR PHONE NUMBER (office) CONTRACTOR 253-856-5535 Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 3 Abdulnaser Almaroof MEEKER ST JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD BE PREPARED TO STOP W20-7b LEFT TURN LANE CLOSED AHEAD ROAD WORK AHEAD W20-1 24” x 36” R9-11 SIDEWALK CLOSED AHEAD SIDEWALK CLOSED 36” x 24” R9-9 ROAD WORK AHEAD W20-1 W20-7a ROAD WORK AHEAD W20-1 RIVERWOOD APTS W20-7a BE PREPARED TO STOP W20-7b ROAD WORK AHEAD W20-1 ADVANCE WARNING SIGNS SPACED @ (X) OR AS SPACE ALLOWS. REFER TO SIGN SPACING CHART. CONE TOP SIGN MAINTAIN (2) 11” WIDE TRAVEL LANES W20-7a BE PREPARED TO STOP W20-7b DEAD END METRO STOP UNAFFECTED 48” x 24” G20-2 END ROAD WORK SPEED LIMIT 40 POSTED SPEED LIMIT (OPTIONAL) CROSSWALK CLOSED 36” x 24” R9-3XC STOP W20-7a W2-401 SIDEWALK CLOSED 36” x 24” R9-9 CROSSWALK CLOSED 36” x 24” R9-3XC POLICE LEGEND WORK AREA 28” REFL. CONE 36” DELINEATOR POST SIGN LOCATION EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW FLAGGING STATION STOP DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) TRAFFIC CONTROL SHALL BE REMOVED, ROAD SHALL BE OPEN TO IT’S FULL WIDTH AND SIGNAL SHALL RETURN TO NORMAL OPERATION DURING NON-WORKING HOURS. 8/3/20 DISPLAYED 1 WEEK PRIOR TO CONSTRUCTION. MESSAGE & LOCATION TBD BY CITY OF KENT. W2-401 28” REFL. CONE RUSSELL RD W MEEKER ST 36” DELINEATOR POST METRO STOP UNAFFECTED METRO STOP UNAFFECTED TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE SIGNAL SHALL FLASH RED-ALL DIRECTIONS UPO SHALL COUNTERMAND SIGNAL (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION 48” x 24” G20-2 END ROAD WORK (OPTIONAL) RIVERWOOD APTS 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. 4. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28” REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: City of Kent SUPERVISOR PHONE NUMBER (office) CONTRACTOR 253-856-5535 Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 4 Abdulnaser Almaroof MEEKER ST JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD BE PREPARED TO STOP W20-7b W20-7a ROAD WORK AHEAD W20-1 24” x 36” R9-11 SIDEWALK CLOSED AHEAD SIDEWALK CLOSED 36” x 24” R9-9 CROSSWALK CLOSED 36” x 24” R9-3XC CROSSWALK CLOSED 36” x 24” R9-3XC W20-7a ROAD WORK AHEAD W20-1 W20-7a BE PREPARED TO STOP W20-7b ROAD WORK AHEAD W20-1 W20-7a BE PREPARED TO STOP W20-7b ROAD WORK AHEAD W20-1 48” x 24” G20-2 END ROAD WORK ADVANCE WARNING SIGNS SPACED @ (X) OR AS SPACE ALLOWS. REFER TO SIGN SPACING CHART. DEAD END POLICE LEGEND WORK AREA 28” REFL. CONE 36” DELINEATOR POST SIGN LOCATION EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW CONE TOP SIGN MAINTAIN (2) 11” WIDE TRAVEL LANES SPEED LIMIT 40 POSTED SPEED LIMIT STOP DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) SIDEWALK CLOSED 36” x 24” R9-9 W1-4 (OPTIONAL) TRAFFIC CONTROL SHALL BE REMOVED, ROAD SHALL BE OPEN TO IT’S FULL WIDTH AND SIGNAL SHALL RETURN TO NORMAL OPERATION DURING NON-WORKING HOURS. 8/3/20 DISPLAYED 1 WEEK PRIOR TO CONSTRUCTION. MESSAGE & LOCATION TBD BY CITY OF KENT. RUSSELL RD W MEEKER ST METRO STOP UNAFFECTED METRO STOP SHALL BE RELOCATED TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE RIVERWOOD APTS 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. 4. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28” REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: City of Kent SUPERVISOR PHONE NUMBER (office) 8/3/20 CONTRACTOR 253-856-5535 Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 5 Abdulnaser Almaroof MEEKER ST JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD SIDEWALK CLOSED 36” x 24” R9-9 48” x 24” G20-2 END ROAD WORK ADVANCE WARNING SIGNS SPACED @ (X) OR AS SPACE ALLOWS. REFER TO SIGN SPACING CHART. LEGEND WORK AREA 28” REFL. CONE 36” DELINEATOR POST SIGN LOCATION EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW MAINTAIN (2) 11” WIDE TRAVEL LANES SPEED LIMIT 40 POSTED SPEED LIMIT DEAD END (OPTIONAL) ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 W1-4 36” DELINEATOR POST28” REFL. CONE MATCH SHEET 6NO TURN RESTRICTIONS IMPLEMENTED FROM ANY DRIVEWAY LOCATED ON NORTH SIDE OF W MEEKER ST BETWEEN RUSSELL RD & 64 AVE S NO DRIVEWAYS LOCATED ON SOUTH SIDE OF W MEEKER ST BETWEEN RUSSELL RD & 64 AVE S W6-3 NOTE: LONG TERM TEMPORARY PAVEMENT MARKINGS SHALL BE INSTALLED DURING THIS PHASE. DISPLAYED 1 WEEK PRIOR TO CONSTRUCTION. MESSAGE & LOCATION TBD BY CITY OF KENT. ROAD WORK AHEAD W20-1 TRAFFIC CONTROL PLAN KENT, WA NOT TO SCALE 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF ROAD WORK (MANDATORY) 5 BUSINESS DAYS: 206-477-1140. 4. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28” REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. GENERAL NOTES: City of Kent SUPERVISOR PHONE NUMBER (office) CONTRACTOR 253-856-5535 Kent, WA PROJECT LOCATION PHONE NUMBER (fax)SHEET NUMBER DATE PREPARED BY Chris Grose E-MAIL chris@traf ficcontrolplan.net 6 Abdulnaser Almaroof MEEKER ST JOB NAME Traffic of WA ControlPlan Co. PHONE# 253-258-1419 WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR NAME: Christopher D Grose TCS CARD # 012328 EXP. DATE 1/6/2024 Christopher Grose ROAD WORK AHEAD W MEEKER ST METRO STOP UNAFFECTED ADVANCE WARNING SIGNS SPACED @ (X) OR AS SPACE ALLOWS. REFER TO SIGN SPACING CHART. LEGEND WORK AREA 28” REFL. CONE 36” DELINEATOR POST SIGN LOCATION EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW MAINTAIN (2) 11” WIDE TRAVEL LANES SPEED LIMIT 40 POSTED SPEED LIMIT 36” DELINEATOR POST 28” REFL. CONE MATCH SHEET 5NO TURN RESTRICTIONS IMPLEMENTED FROM ANY DRIVEWAY LOCATED ON NORTH SIDE OF W MEEKER ST BETWEEN RUSSELL RD & 64 AVE S NO DRIVEWAYS LOCATED ON SOUTH SIDE OF W MEEKER ST BETWEEN RUSSELL RD & 64 AVE S Quality Inn Hotel 1711 W Meeker St Kent, WA 98032 CENTER LANE CLOSED AHEAD W20-5 ROAD WORK AHEAD W20-1 W2-401 W2-401 SIDEWALK CLOSED 36” x 24” R9-9 24” x 36” R9-11 SIDEWALK CLOSED AHEAD 48” x 24” G20-2 END ROAD WORK(OPTIONAL) W6-3 TO: 64 AVE SNOTE: LONG TERM TEMPORARY PAVEMENT MARKINGS SHALL BE INSTALLED DURING THIS PHASE. DISPLAYED 1 WEEK PRIOR TO CONSTRUCTION. MESSAGE & LOCATION TBD BY CITY OF KENT. 8/3/20 Meet Me on Meeker (Russell – GRE)/Almaroof A - 4 September 18, 2020 Federal Aid Number: STPUL-1068(002) Project Numbers: 19-3028 STATE AND FEDERAL PREVAILING WAGE RATES Federal Wage Rates Updated September 11, 2020 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: 09/22/2020 County Trade Job Classification Wage HolidayOvertime Note *Risk Class King Asbestos Abatement Workers Journey Level $52.39 5D 1H View King Boilermakers Journey Level $69.29 5N 1C View King Brick Mason Journey Level $60.57 7E 1N View King Brick Mason Pointer-Caulker-Cleaner $60.57 7E 1N View King Building Service Employees Janitor $26.28 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $26.63 5S 2F View King Building Service Employees Window Cleaner (Non-Scaffold) $29.33 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $30.33 5S 2F View King Cabinet Makers (In Shop)Journey Level $22.74 1 View King Carpenters Acoustical Worker $64.94 7A 4C View King Carpenters Carpenter $64.94 7A 4C View King Carpenters Carpenters on Stationary Tools $65.07 7A 4C View King Carpenters Creosoted Material $65.07 7A 4C View King Carpenters Floor Finisher $64.94 7A 4C View King Carpenters Floor Layer $64.94 7A 4C View King Carpenters Scaffold Erector $64.94 7A 4C View King Cement Masons Application of all Composition Mastic $64.84 7A 4U View King Cement Masons Application of all Epoxy Material $64.34 7A 4U View King Cement Masons Application of all Plastic Material $64.84 7A 4U View King Cement Masons Application of Sealing Compound $64.34 7A 4U View King Cement Masons Application of Underlayment $64.84 7A 4U View King Cement Masons Building General $64.34 7A 4U View King Cement Masons Composition or Kalman Floors $64.84 7A 4U View King Cement Masons Concrete Paving $64.34 7A 4U View King Cement Masons Curb & Gutter Machine $64.84 7A 4U View King Cement Masons Curb & Gutter, Sidewalks $64.34 7A 4U View King Cement Masons Curing Concrete $64.34 7A 4U View King Cement Masons Finish Colored Concrete $64.84 7A 4U View King Cement Masons Floor Grinding $64.84 7A 4U View King Cement Masons Floor Grinding/Polisher $64.34 7A 4U View King Cement Masons Green Concrete Saw, self- powered $64.84 7A 4U View King Cement Masons Grouting of all Plates $64.34 7A 4U View King Cement Masons Grouting of all Tilt-up Panels $64.34 7A 4U View Page 1 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Cement Masons Gunite Nozzleman $64.84 7A 4U View King Cement Masons Hand Powered Grinder $64.84 7A 4U View King Cement Masons Journey Level $64.34 7A 4U View King Cement Masons Patching Concrete $64.34 7A 4U View King Cement Masons Pneumatic Power Tools $64.84 7A 4U View King Cement Masons Power Chipping & Brushing $64.84 7A 4U View King Cement Masons Sand Blasting Architectural Finish $64.84 7A 4U View King Cement Masons Screed & Rodding Machine $64.84 7A 4U View King Cement Masons Spackling or Skim Coat Concrete $64.34 7A 4U View King Cement Masons Troweling Machine Operator $64.84 7A 4U View King Cement Masons Troweling Machine Operator on Colored Slabs $64.84 7A 4U View King Cement Masons Tunnel Workers $64.84 7A 4U View King Divers & Tenders Bell/Vehicle or Submersible Operator (Not Under Pressure) $116.80 7A 4C View King Divers & Tenders Dive Supervisor/Master $81.98 7A 4C View King Divers & Tenders Diver $118.80 7A 4C 8V View King Divers & Tenders Diver On Standby $76.98 7A 4C View King Divers & Tenders Diver Tender $69.91 7A 4C View King Divers & Tenders Manifold Operator $69.91 7A 4C View King Divers & Tenders Manifold Operator Mixed Gas $74.91 7A 4C View King Divers & Tenders Remote Operated Vehicle Operator/Technician $69.91 7A 4C View King Divers & Tenders Remote Operated Vehicle Tender $65.19 7A 4C View King Dredge Workers Assistant Engineer $70.62 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $70.07 5D 3F View King Dredge Workers Boatmen $70.62 5D 3F View King Dredge Workers Engineer Welder $71.97 5D 3F View King Dredge Workers Leverman, Hydraulic $73.41 5D 3F View King Dredge Workers Mates $70.62 5D 3F View King Dredge Workers Oiler $70.07 5D 3F View King Drywall Applicator Journey Level $64.94 5D 1H View King Drywall Tapers Journey Level $65.31 5P 1E View King Electrical Fixture Maintenance Workers Journey Level $31.99 5L 1E View King Electricians - Inside Cable Splicer $89.11 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $95.77 7C 4E View King Electricians - Inside Certified Welder $86.08 7C 4E View King Electricians - Inside Certified Welder (tunnel) $92.44 7C 4E View King Electricians - Inside Construction Stock Person $43.18 7C 4E View King Electricians - Inside Journey Level $83.05 7C 4E View King Electricians - Inside Journey Level (tunnel) $89.11 7C 4E View King Electricians - Motor Shop Journey Level $47.53 5A 1B View King Electricians - Powerline Construction Cable Splicer $82.39 5A 4D View King Electricians - Powerline Construction Certified Line Welder $75.64 5A 4D View King Electricians - Powerline Construction Groundperson $49.17 5A 4D View King Electricians - Powerline Construction Heavy Line Equipment Operator $75.64 5A 4D View King Journey Level Lineperson $75.64 5A 4D View Page 2 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... Electricians - Powerline Construction King Electricians - Powerline Construction Line Equipment Operator $64.54 5A 4D View King Electricians - Powerline Construction Meter Installer $49.17 5A 4D 8W View King Electricians - Powerline Construction Pole Sprayer $75.64 5A 4D View King Electricians - Powerline Construction Powderperson $56.49 5A 4D View King Electronic Technicians Journey Level $53.57 7E 1E View King Elevator Constructors Mechanic $97.31 7D 4A View King Elevator Constructors Mechanic In Charge $105.06 7D 4A View King Fabricated Precast Concrete Products All Classifications - In-Factory Work Only $18.25 5B 1R View King Fence Erectors Fence Erector $44.40 7A 4V 8Y View King Fence Erectors Fence Laborer $44.40 7A 4V 8Y View King Flaggers Journey Level $44.40 7A 4V 8Y View King Glaziers Journey Level $69.26 7L 1Y View King Heat & Frost Insulators And Asbestos Workers Journeyman $79.43 5J 4H View King Heating Equipment Mechanics Journey Level $89.61 7F 1E View King Hod Carriers & Mason Tenders Journey Level $54.01 7A 4V 8Y View King Industrial Power Vacuum Cleaner Journey Level $13.50 1 View King Inland Boatmen Boat Operator $61.41 5B 1K View King Inland Boatmen Cook $56.48 5B 1K View King Inland Boatmen Deckhand $57.48 5B 1K View King Inland Boatmen Deckhand Engineer $58.81 5B 1K View King Inland Boatmen Launch Operator $58.89 5B 1K View King Inland Boatmen Mate $57.31 5B 1K View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $31.49 1 View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Grout Truck Operator $13.50 1 View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Head Operator $24.91 1 View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Technician $19.33 1 View King Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Tv Truck Operator $20.45 1 View King Insulation Applicators Journey Level $64.94 7A 4C View King Ironworkers Journeyman $75.23 7N 1O View King Laborers Air, Gas Or Electric Vibrating Screed $52.39 7A 4V 8Y View King Laborers Airtrac Drill Operator $54.01 7A 4V 8Y View King Laborers Ballast Regular Machine $52.39 7A 4V 8Y View King Laborers Batch Weighman $44.40 7A 4V 8Y View King Laborers Brick Pavers $52.39 7A 4V 8Y View King Laborers Brush Cutter $52.39 7A 4V 8Y View Page 3 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Laborers Brush Hog Feeder $52.39 7A 4V 8Y View King Laborers Burner $52.39 7A 4V 8Y View King Laborers Caisson Worker $54.01 7A 4V 8Y View King Laborers Carpenter Tender $52.39 7A 4V 8Y View King Laborers Cement Dumper-paving $53.35 7A 4V 8Y View King Laborers Cement Finisher Tender $52.39 7A 4V 8Y View King Laborers Change House Or Dry Shack $52.39 7A 4V 8Y View King Laborers Chipping Gun (30 Lbs. And Over) $53.35 7A 4V 8Y View King Laborers Chipping Gun (Under 30 Lbs.) $52.39 7A 4V 8Y View King Laborers Choker Setter $52.39 7A 4V 8Y View King Laborers Chuck Tender $52.39 7A 4V 8Y View King Laborers Clary Power Spreader $53.35 7A 4V 8Y View King Laborers Clean-up Laborer $52.39 7A 4V 8Y View King Laborers Concrete Dumper/Chute Operator $53.35 7A 4V 8Y View King Laborers Concrete Form Stripper $52.39 7A 4V 8Y View King Laborers Concrete Placement Crew $53.35 7A 4V 8Y View King Laborers Concrete Saw Operator/Core Driller $53.35 7A 4V 8Y View King Laborers Crusher Feeder $44.40 7A 4V 8Y View King Laborers Curing Laborer $52.39 7A 4V 8Y View King Laborers Demolition: Wrecking & Moving (Incl. Charred Material) $52.39 7A 4V 8Y View King Laborers Ditch Digger $52.39 7A 4V 8Y View King Laborers Diver $54.01 7A 4V 8Y View King Laborers Drill Operator (Hydraulic, Diamond) $53.35 7A 4V 8Y View King Laborers Dry Stack Walls $52.39 7A 4V 8Y View King Laborers Dump Person $52.39 7A 4V 8Y View King Laborers Epoxy Technician $52.39 7A 4V 8Y View King Laborers Erosion Control Worker $52.39 7A 4V 8Y View King Laborers Faller & Bucker Chain Saw $53.35 7A 4V 8Y View King Laborers Fine Graders $52.39 7A 4V 8Y View King Laborers Firewatch $44.40 7A 4V 8Y View King Laborers Form Setter $52.39 7A 4V 8Y View King Laborers Gabian Basket Builders $52.39 7A 4V 8Y View King Laborers General Laborer $52.39 7A 4V 8Y View King Laborers Grade Checker & Transit Person $54.01 7A 4V 8Y View King Laborers Grinders $52.39 7A 4V 8Y View King Laborers Grout Machine Tender $52.39 7A 4V 8Y View King Laborers Groutmen (Pressure) Including Post Tension Beams $53.35 7A 4V 8Y View King Laborers Guardrail Erector $52.39 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level A) $54.01 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level B) $53.35 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level C) $52.39 7A 4V 8Y View King Laborers High Scaler $54.01 7A 4V 8Y View King Laborers Jackhammer $53.35 7A 4V 8Y View King Laborers Laserbeam Operator $53.35 7A 4V 8Y View Page 4 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Laborers Maintenance Person $52.39 7A 4V 8Y View King Laborers Manhole Builder-Mudman $53.35 7A 4V 8Y View King Laborers Material Yard Person $52.39 7A 4V 8Y View King Laborers Motorman-Dinky Locomotive $53.35 7A 4V 8Y View King Laborers Nozzleman (Concrete Pump, Green Cutter When Using Combination Of High Pressure Air & Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Blaster, Vacuum Blaster) $53.35 7A 4V 8Y View King Laborers Pavement Breaker $53.35 7A 4V 8Y View King Laborers Pilot Car $44.40 7A 4V 8Y View King Laborers Pipe Layer Lead $54.01 7A 4V 8Y View King Laborers Pipe Layer/Tailor $53.35 7A 4V 8Y View King Laborers Pipe Pot Tender $53.35 7A 4V 8Y View King Laborers Pipe Reliner $53.35 7A 4V 8Y View King Laborers Pipe Wrapper $53.35 7A 4V 8Y View King Laborers Pot Tender $52.39 7A 4V 8Y View King Laborers Powderman $54.01 7A 4V 8Y View King Laborers Powderman's Helper $52.39 7A 4V 8Y View King Laborers Power Jacks $53.35 7A 4V 8Y View King Laborers Railroad Spike Puller - Power $53.35 7A 4V 8Y View King Laborers Raker - Asphalt $54.01 7A 4V 8Y View King Laborers Re-timberman $54.01 7A 4V 8Y View King Laborers Remote Equipment Operator $53.35 7A 4V 8Y View King Laborers Rigger/Signal Person $53.35 7A 4V 8Y View King Laborers Rip Rap Person $52.39 7A 4V 8Y View King Laborers Rivet Buster $53.35 7A 4V 8Y View King Laborers Rodder $53.35 7A 4V 8Y View King Laborers Scaffold Erector $52.39 7A 4V 8Y View King Laborers Scale Person $52.39 7A 4V 8Y View King Laborers Sloper (Over 20") $53.35 7A 4V 8Y View King Laborers Sloper Sprayer $52.39 7A 4V 8Y View King Laborers Spreader (Concrete) $53.35 7A 4V 8Y View King Laborers Stake Hopper $52.39 7A 4V 8Y View King Laborers Stock Piler $52.39 7A 4V 8Y View King Laborers Swinging Stage/Boatswain Chair $44.40 7A 4V 8Y View King Laborers Tamper & Similar Electric, Air & Gas Operated Tools $53.35 7A 4V 8Y View King Laborers Tamper (Multiple & Self- propelled) $53.35 7A 4V 8Y View King Laborers Timber Person - Sewer (Lagger, Shorer & Cribber) $53.35 7A 4V 8Y View King Laborers Toolroom Person (at Jobsite) $52.39 7A 4V 8Y View King Laborers Topper $52.39 7A 4V 8Y View King Laborers Track Laborer $52.39 7A 4V 8Y View King Laborers Track Liner (Power) $53.35 7A 4V 8Y View King Laborers Traffic Control Laborer $47.48 7A 4V 9C View King Laborers Traffic Control Supervisor $50.31 7A 4V 9C View King Laborers Truck Spotter $52.39 7A 4V 8Y View King Laborers Tugger Operator $53.35 7A 4V 8Y View Page 5 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Laborers Tunnel Work-Compressed Air Worker 0-30 psi $129.67 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 30.01-44.00 psi $134.70 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 44.01-54.00 psi $138.38 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 54.01-60.00 psi $144.08 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 60.01-64.00 psi $146.20 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 64.01-68.00 psi $151.30 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 68.01-70.00 psi $153.20 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 70.01-72.00 psi $155.20 7A 4V 9B View King Laborers Tunnel Work-Compressed Air Worker 72.01-74.00 psi $157.20 7A 4V 9B View King Laborers Tunnel Work-Guage and Lock Tender $54.11 7A 4V 8Y View King Laborers Tunnel Work-Miner $54.11 7A 4V 8Y View King Laborers Vibrator $53.35 7A 4V 8Y View King Laborers Vinyl Seamer $52.39 7A 4V 8Y View King Laborers Watchman $40.36 7A 4V 8Y View King Laborers Welder $53.35 7A 4V 8Y View King Laborers Well Point Laborer $53.35 7A 4V 8Y View King Laborers Window Washer/Cleaner $40.36 7A 4V 8Y View King Laborers - Underground Sewer & Water General Laborer & Topman $52.39 7A 4V 8Y View King Laborers - Underground Sewer & Water Pipe Layer $53.35 7A 4V 8Y View King Landscape Construction Landscape Construction/Landscaping Or Planting Laborers $40.36 7A 4V 8Y View King Landscape Construction Landscape Operator $72.28 7A 3K 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $64.94 5D 1H View King Marble Setters Journey Level $60.57 7E 1N View King Metal Fabrication (In Shop)Journey Level $40.08 1 View King Millwright Journey Level $66.44 7A 4C View King Modular Buildings Cabinet Assembly $13.50 1 View King Modular Buildings Electrician $13.50 1 View King Modular Buildings Equipment Maintenance $13.50 1 View King Modular Buildings Plumber $13.50 1 View King Modular Buildings Production Worker $13.50 1 View King Modular Buildings Tool Maintenance $13.50 1 View King Modular Buildings Utility Person $13.50 1 View King Modular Buildings Welder $13.50 1 View King Painters Journey Level $43.40 6Z 2B View King Pile Driver Crew Tender $69.91 7A 4C View King Pile Driver Crew Tender/Technician $69.91 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 0-30.00 PSI $80.76 7A 4C View Page 6 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Pile Driver Hyperbaric Worker - Compressed Air Worker 30.01 - 44.00 PSI $85.76 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 44.01 - 54.00 PSI $89.76 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 54.01 - 60.00 PSI $94.76 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 60.01 - 64.00 PSI $97.26 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 64.01 - 68.00 PSI $102.26 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 68.01 - 70.00 PSI $104.26 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 70.01 - 72.00 PSI $106.26 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 72.01 - 74.00 PSI $108.26 7A 4C View King Pile Driver Journey Level $65.19 7A 4C View King Plasterers Journey Level $61.67 7Q 1R View King Playground & Park Equipment Installers Journey Level $13.50 1 View King Plumbers & Pipefitters Journey Level $90.69 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $73.49 7A 3K 8X View King Power Equipment Operators Assistant Engineer $69.12 7A 3K 8X View King Power Equipment Operators Barrier Machine (zipper) $72.84 7A 3K 8X View King Power Equipment Operators Batch Plant Operator: concrete $72.84 7A 3K 8X View King Power Equipment Operators Bobcat $69.12 7A 3K 8X View King Power Equipment Operators Brokk - Remote Demolition Equipment $69.12 7A 3K 8X View King Power Equipment Operators Brooms $69.12 7A 3K 8X View King Power Equipment Operators Bump Cutter $72.84 7A 3K 8X View King Power Equipment Operators Cableways $73.49 7A 3K 8X View King Power Equipment Operators Chipper $72.84 7A 3K 8X View King Power Equipment Operators Compressor $69.12 7A 3K 8X View King Power Equipment Operators Concrete Finish Machine - Laser Screed $69.12 7A 3K 8X View King Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $72.28 7A 3K 8X View King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $73.49 7A 3K 8X View King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $72.84 7A 3K 8X View King Power Equipment Operators Conveyors $72.28 7A 3K 8X View King Power Equipment Operators Cranes friction: 200 tons and over $75.72 7A 3K 8X View King Power Equipment Operators Cranes: 100 tons through 199 tons, or 150' of boom (including jib with attachments) $74.22 7A 3K 8X View King Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $72.84 7A 3K 8X View King Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $74.99 7A 3K 8X View King Power Equipment Operators $75.72 7A 3K 8X View Page 7 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... Cranes: 300 tons and over or 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $73.49 7A 3K 8X View King Power Equipment Operators Cranes: A-frame - 10 Tons And Under $69.12 7A 3K 8X View King Power Equipment Operators Cranes: Friction cranes through 199 tons $74.99 7A 3K 8X View King Power Equipment Operators Cranes: through 19 tons with attachments, A-frame over 10 tons $72.28 7A 3K 8X View King Power Equipment Operators Crusher $72.84 7A 3K 8X View King Power Equipment Operators Deck Engineer/Deck Winches (power) $72.84 7A 3K 8X View King Power Equipment Operators Derricks, On Building Work $73.49 7A 3K 8X View King Power Equipment Operators Dozers D-9 & Under $72.28 7A 3K 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $72.28 7A 3K 8X View King Power Equipment Operators Drilling Machine $74.22 7A 3K 8X View King Power Equipment Operators Elevator And Man-lift: Permanent And Shaft Type $69.12 7A 3K 8X View King Power Equipment Operators Finishing Machine, Bidwell And Gamaco & Similar Equipment $72.84 7A 3K 8X View King Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $72.28 7A 3K 8X View King Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $69.12 7A 3K 8X View King Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $72.84 7A 3K 8X View King Power Equipment Operators Gradechecker/Stakeman $69.12 7A 3K 8X View King Power Equipment Operators Guardrail Punch $72.84 7A 3K 8X View King Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $73.49 7A 3K 8X View King Power Equipment Operators Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $72.84 7A 3K 8X View King Power Equipment Operators Horizontal/Directional Drill Locator $72.28 7A 3K 8X View King Power Equipment Operators Horizontal/Directional Drill Operator $72.84 7A 3K 8X View King Power Equipment Operators Hydralifts/Boom Trucks Over 10 Tons $72.28 7A 3K 8X View King Power Equipment Operators Hydralifts/Boom Trucks, 10 Tons And Under $69.12 7A 3K 8X View King Power Equipment Operators Loader, Overhead 8 Yards. & Over $74.22 7A 3K 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $73.49 7A 3K 8X View King Power Equipment Operators Loaders, Overhead Under 6 Yards $72.84 7A 3K 8X View King Power Equipment Operators Loaders, Plant Feed $72.84 7A 3K 8X View King Power Equipment Operators Loaders: Elevating Type Belt $72.28 7A 3K 8X View King Power Equipment Operators Locomotives, All $72.84 7A 3K 8X View Page 8 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Power Equipment Operators Material Transfer Device $72.84 7A 3K 8X View King Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $74.22 7A 3K 8X View King Power Equipment Operators Motor Patrol Graders $73.49 7A 3K 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $73.49 7A 3K 8X View King Power Equipment Operators Oil Distributors, Blower Distribution & Mulch Seeding Operator $69.12 7A 3K 8X View King Power Equipment Operators Outside Hoists (Elevators And Manlifts), Air Tuggers, Strato $72.28 7A 3K 8X View King Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $72.84 7A 3K 8X View King Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $74.22 7A 3K 8X View King Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $73.49 7A 3K 8X View King Power Equipment Operators Pavement Breaker $69.12 7A 3K 8X View King Power Equipment Operators Pile Driver (other Than Crane Mount) $72.84 7A 3K 8X View King Power Equipment Operators Plant Oiler - Asphalt, Crusher $72.28 7A 3K 8X View King Power Equipment Operators Posthole Digger, Mechanical $69.12 7A 3K 8X View King Power Equipment Operators Power Plant $69.12 7A 3K 8X View King Power Equipment Operators Pumps - Water $69.12 7A 3K 8X View King Power Equipment Operators Quad 9, Hd 41, D10 And Over $73.49 7A 3K 8X View King Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $69.12 7A 3K 8X View King Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $73.49 7A 3K 8X View King Power Equipment Operators Rigger and Bellman $69.12 7A 3K 8X View King Power Equipment Operators Rigger/Signal Person, Bellman (Certified) $72.28 7A 3K 8X View King Power Equipment Operators Rollagon $73.49 7A 3K 8X View King Power Equipment Operators Roller, Other Than Plant Mix $69.12 7A 3K 8X View King Power Equipment Operators Roller, Plant Mix Or Multi-lift Materials $72.28 7A 3K 8X View King Power Equipment Operators Roto-mill, Roto-grinder $72.84 7A 3K 8X View King Power Equipment Operators Saws - Concrete $72.28 7A 3K 8X View King Power Equipment Operators Scraper, Self Propelled Under 45 Yards $72.84 7A 3K 8X View King Power Equipment Operators Scrapers - Concrete & Carry All $72.28 7A 3K 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $73.49 7A 3K 8X View King Power Equipment Operators Service Engineers - Equipment $72.28 7A 3K 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $69.12 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, Tractors Under 15 Metric Tons $72.28 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $73.49 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $72.84 7A 3K 8X View King Power Equipment Operators $74.22 7A 3K 8X View Page 9 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $74.99 7A 3K 8X View King Power Equipment Operators Slipform Pavers $73.49 7A 3K 8X View King Power Equipment Operators Spreader, Topsider & Screedman $73.49 7A 3K 8X View King Power Equipment Operators Subgrader Trimmer $72.84 7A 3K 8X View King Power Equipment Operators Tower Bucket Elevators $72.28 7A 3K 8X View King Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $74.22 7A 3K 8X View King Power Equipment Operators Tower Crane: over 175’ through 250’ in height, base to boom $74.99 7A 3K 8X View King Power Equipment Operators Tower Cranes: over 250' in height from base to boom $75.72 7A 3K 8X View King Power Equipment Operators Transporters, All Track Or Truck Type $73.49 7A 3K 8X View King Power Equipment Operators Trenching Machines $72.28 7A 3K 8X View King Power Equipment Operators Truck Crane Oiler/driver - 100 Tons And Over $72.84 7A 3K 8X View King Power Equipment Operators Truck Crane Oiler/Driver Under 100 Tons $72.28 7A 3K 8X View King Power Equipment Operators Truck Mount Portable Conveyor $72.84 7A 3K 8X View King Power Equipment Operators Welder $73.49 7A 3K 8X View King Power Equipment Operators Wheel Tractors, Farmall Type $69.12 7A 3K 8X View King Power Equipment Operators Yo Yo Pay Dozer $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Asphalt Plant Operators $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Assistant Engineer $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Barrier Machine (zipper) $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Batch Plant Operator, Concrete $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Bobcat $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Brokk - Remote Demolition Equipment $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Brooms $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Bump Cutter $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cableways $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Chipper $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Compressor $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Finish Machine - Laser Screed $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Concrete Pump: Truck Mount With Boom Attachment Over 42 M $73.49 7A 3K 8X View Page 10 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Power Equipment Operators- Underground Sewer & Water Concrete Pump: Truck Mount With Boom Attachment Up To 42m $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Conveyors $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes friction: 200 tons and over $75.72 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 100 tons through 199 tons, or 150' of boom (including jib with attachments) $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 20 Tons Through 44 Tons With Attachments $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $74.99 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 300 tons and over or 300' of boom including jib with attachments $75.72 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: A-frame - 10 Tons And Under $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: Friction cranes through 199 tons $74.99 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Cranes: through 19 tons with attachments, A-frame over 10 tons $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Crusher $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Deck Engineer/Deck Winches (power) $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Derricks, On Building Work $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Dozers D-9 & Under $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Drill Oilers: Auger Type, Truck Or Crane Mount $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Drilling Machine $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Elevator And Man-lift: Permanent And Shaft Type $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Finishing Machine, Bidwell And Gamaco & Similar Equipment $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Forklift: 3000 Lbs And Over With Attachments $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Forklifts: Under 3000 Lbs. With Attachments $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Grade Engineer: Using Blue Prints, Cut Sheets, Etc $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Gradechecker/Stakeman $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Guardrail Punch $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $73.49 7A 3K 8X View Page 11 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Power Equipment Operators- Underground Sewer & Water Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Horizontal/Directional Drill Locator $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Horizontal/Directional Drill Operator $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Hydralifts/Boom Trucks Over 10 Tons $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Hydralifts/Boom Trucks, 10 Tons And Under $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loader, Overhead 8 Yards. & Over $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loader, Overhead, 6 Yards. But Not Including 8 Yards $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loaders, Overhead Under 6 Yards $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loaders, Plant Feed $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Loaders: Elevating Type Belt $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Locomotives, All $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Material Transfer Device $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Motor Patrol Graders $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Oil Distributors, Blower Distribution & Mulch Seeding Operator $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Outside Hoists (Elevators And Manlifts), Air Tuggers, Strato $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type: 100 Tons And Over $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type: 45 Tons Through 99 Tons $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Pavement Breaker $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Pile Driver (other Than Crane Mount) $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Plant Oiler - Asphalt, Crusher $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Posthole Digger, Mechanical $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Power Plant $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Pumps - Water $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Quad 9, Hd 41, D10 And Over $73.49 7A 3K 8X View Page 12 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Power Equipment Operators- Underground Sewer & Water Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Remote Control Operator On Rubber Tired Earth Moving Equipment $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Rigger and Bellman $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Rigger/Signal Person, Bellman (Certified) $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Rollagon $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Roller, Other Than Plant Mix $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Roller, Plant Mix Or Multi-lift Materials $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Roto-mill, Roto-grinder $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Saws - Concrete $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Scraper, Self Propelled Under 45 Yards $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Scrapers - Concrete & Carry All $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Scrapers, Self-propelled: 45 Yards And Over $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Service Engineers - Equipment $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shotcrete/Gunite Equipment $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoe, Tractors Under 15 Metric Tons $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes: Over 90 Metric Tons $74.99 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Slipform Pavers $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Spreader, Topsider & Screedman $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Subgrader Trimmer $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Tower Bucket Elevators $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Tower Crane Up To 175' In Height Base To Boom $74.22 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Tower Crane: over 175’ through 250’ in height, base to boom $74.99 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Tower Cranes: over 250' in height from base to boom $75.72 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Transporters, All Track Or Truck Type $73.49 7A 3K 8X View Page 13 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Power Equipment Operators- Underground Sewer & Water Trenching Machines $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Truck Crane Oiler/driver - 100 Tons And Over $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Truck Crane Oiler/Driver Under 100 Tons $72.28 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Truck Mount Portable Conveyor $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Welder $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Wheel Tractors, Farmall Type $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer & Water Yo Yo Pay Dozer $72.84 7A 3K 8X View King Power Line Clearance Tree Trimmers Journey Level In Charge $53.10 5A 4A View King Power Line Clearance Tree Trimmers Spray Person $50.40 5A 4A View King Power Line Clearance Tree Trimmers Tree Equipment Operator $53.10 5A 4A View King Power Line Clearance Tree Trimmers Tree Trimmer $47.48 5A 4A View King Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $36.10 5A 4A View King Refrigeration & Air Conditioning Mechanics Journey Level $85.51 6Z 1G View King Residential Brick Mason Journey Level $60.57 7E 1N View King Residential Carpenters Journey Level $32.06 1 View King Residential Cement Masons Journey Level $29.25 1 View King Residential Drywall Applicators Journey Level $48.17 7A 4C View King Residential Drywall Tapers Journey Level $47.73 5P 1E View King Residential Electricians Journey Level $36.01 1 View King Residential Glaziers Journey Level $45.90 7L 1H View King Residential Insulation Applicators Journey Level $29.87 1 View King Residential Laborers Journey Level $26.18 1 View King Residential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $27.80 1 View King Residential Plumbers & Pipefitters Journey Level $39.43 1 View King Residential Refrigeration & Air Conditioning Mechanics Journey Level $55.87 5A 1G View King Residential Sheet Metal Workers Journey Level (Field or Shop) $54.01 7F 1R View King Residential Soft Floor Layers Journey Level $51.07 5A 3J View King Residential Sprinkler Fitters (Fire Protection) Journey Level $50.89 5C 2R View King Residential Stone Masons Journey Level $60.57 7E 1N View King Residential Terrazzo Workers Journey Level $55.71 7E 1N View King Residential Terrazzo/Tile Finishers Journey Level $24.39 1 View King Residential Tile Setters Journey Level $21.04 1 View King Roofers Journey Level $55.55 5A 3H View King Roofers Using Irritable Bituminous Materials $58.55 5A 3H View King Sheet Metal Workers Journey Level (Field or Shop) $89.61 7F 1E View Page 14 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... King Shipbuilding & Ship Repair New Construction Boilermaker $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Carpenter $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Crane Operator $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Electrician $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Heat & Frost Insulator $79.43 5J 4H View King Shipbuilding & Ship Repair New Construction Laborer $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Machinist $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Operating Engineer $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Painter $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Pipefitter $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Rigger $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Sheet Metal $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Shipfitter $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Warehouse/Teamster $36.36 7V 1 View King Shipbuilding & Ship Repair New Construction Welder / Burner $36.36 7V 1 View King Shipbuilding & Ship Repair Ship Repair Boilermaker $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Carpenter $44.95 7X 4J View King Shipbuilding & Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King Shipbuilding & Ship Repair Ship Repair Electrician $47.42 7X 4J View King Shipbuilding & Ship Repair Ship Repair Heat & Frost Insulator $79.43 5J 4H View King Shipbuilding & Ship Repair Ship Repair Laborer $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Machinist $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding & Ship Repair Ship Repair Painter $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Pipefitter $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Rigger $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Sheet Metal $46.15 7X 4J View King Shipbuilding & Ship Repair Ship Repair Shipwright $44.95 7X 4J View King Shipbuilding & Ship Repair Ship Repair Warehouse / Teamster $45.06 7Y 4K View King Sign Makers & Installers (Electrical) Journey Level $49.44 0 1 View King Sign Makers & Installers (Non- Electrical) Journey Level $31.96 0 1 View King Soft Floor Layers Journey Level $51.07 5A 3J View King Solar Controls For Windows Journey Level $13.50 1 View King Sprinkler Fitters (Fire Protection)Journey Level $84.39 5C 1X View King Stage Rigging Mechanics (Non Structural) Journey Level $13.50 1 View King Stone Masons Journey Level $60.57 7E 1N View King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 View King Surveyors Assistant Construction Site Surveyor $72.28 7A 3K 8X View King Surveyors Chainman $69.12 7A 3K 8X View King Surveyors Construction Site Surveyor $73.49 7A 3K 8X View King Telecommunication Technicians Journey Level $53.57 7E 1E View King Cable Splicer $41.81 5A 2B View Page 15 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... Telephone Line Construction - Outside King Telephone Line Construction - Outside Hole Digger/Ground Person $23.53 5A 2B View King Telephone Line Construction - Outside Installer (Repairer) $40.09 5A 2B View King Telephone Line Construction - Outside Special Aparatus Installer I $41.81 5A 2B View King Telephone Line Construction - Outside Special Apparatus Installer II $40.99 5A 2B View King Telephone Line Construction - Outside Telephone Equipment Operator (Heavy) $41.81 5A 2B View King Telephone Line Construction - Outside Telephone Equipment Operator (Light) $38.92 5A 2B View King Telephone Line Construction - Outside Telephone Lineperson $38.92 5A 2B View King Telephone Line Construction - Outside Television Groundperson $22.32 5A 2B View King Telephone Line Construction - Outside Television Lineperson/Installer $29.60 5A 2B View King Telephone Line Construction - Outside Television System Technician $35.20 5A 2B View King Telephone Line Construction - Outside Television Technician $31.67 5A 2B View King Telephone Line Construction - Outside Tree Trimmer $38.92 5A 2B View King Terrazzo Workers Journey Level $55.71 7E 1N View King Tile Setters Journey Level $55.71 7E 1N View King Tile, Marble & Terrazzo Finishers Finisher $46.54 7E 1N View King Traffic Control Stripers Journey Level $49.13 7A 1K View King Truck Drivers Asphalt Mix Over 16 Yards $63.85 5D 4Y 8L View King Truck Drivers Asphalt Mix To 16 Yards $63.71 5D 4Y 8L View King Truck Drivers Dump Truck $63.71 5D 4Y 8L View King Truck Drivers Dump Truck & Trailer $63.85 5D 4Y 8L View King Truck Drivers Other Trucks $63.85 5D 4Y 8L View King Truck Drivers - Ready Mix Transit Mix $63.85 5D 4Y 8L View King Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $17.71 1 View King Well Drillers & Irrigation Pump Installers Oiler $13.50 1 View King Well Drillers & Irrigation Pump Installers Well Driller $18.00 1 View Page 16 of 16 8/31/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd... Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 1 ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one 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. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 2 Overtime Codes Continued 1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. 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 hours worked on holidays and 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. 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. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 3 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. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two 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. G. 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 hours worked on Sunday shall be paid at two 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. 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. W. 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 first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on 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. A. 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. Hours worked over twelve hours (12) in a single shift and 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. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. 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. C. 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 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 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. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 4 Overtime Codes Continued 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. 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. B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 5 Overtime Codes Continued 4. 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 (1½) 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. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on 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. 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. H. 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. 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. 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. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 6 Overtime Codes Continued 4. 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. M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate. N. 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, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM) every day shall be paid at double the hourly rate of wage. O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage. P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. Q. The first four (4) 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 hours worked over twelve (12) hours Monday through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Saturdays 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 on Sundays and holidays shall be paid at double the hourly rate of wage. S. 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. T. The first two (2) hours of overtime for hours worked Monday-Friday 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 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. For work on Saturday which is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one-half times the hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage. 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. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 7 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 ½) 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. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 8 Overtime Codes Continued 4. 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. ZOvertime 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. 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. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. 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). I. 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). 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). Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 9 Holiday Codes Continued 5. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. A. Paid Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). E. Paid 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 a Half- Day On Christmas Eve Day. (9 1/2). 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). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). 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. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 10 Holiday Codes Continued 7. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 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. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 11 Holiday Codes Continued 7. M. Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). 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. R. Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. 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. T. Paid Holidays: New Year's Day, the Day after or before New Year’s Day, President’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 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. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 12 Holiday Codes Continued 7. Z. Holidays: New Year's Day, President’s Day, Independence Day, Memorial 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. 15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the 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. B. Holidays: New Year's Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, and Christmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) D. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, and the day after Christmas. E. Holidays: the day before New Years’s Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day. (12) 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. P. 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. Q. 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. 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. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 13 Note Codes Continued 8. 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) f eet 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. 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. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 14 Note Codes Continued 8. 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. 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. Benefit Code Key – Effective 9/2/2020 thru 3/2/2021 15 Note Codes Continued 9. 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. Page | 1 "General Decision Number: WA20200001 09/11/2020 Superseded General Decision Number: WA20190001 State: Washington Construction Type: Highway Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/03/2020 1 02/14/2020 2 02/28/2020 3 03/06/2020 4 03/13/2020 5 05/01/2020 6 07/03/2020 7 07/10/2020 8 07/24/2020 9 08/07/2020 10 08/14/2020 11 09/11/2020 1 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 2 CARP0003-006 06/01/2018 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA, and WAHKIAKUM Counties. Rates Fringes Carpenters: CARPENTERS..................$ 37.64 16.83 DIVERS TENDERS..............$ 43.73 16.83 DIVERS......................$ 87.73 16.83 DRYWALL.....................$ 37.64 16.83 MILLWRIGHTS.................$ 38.17 16.83 PILEDRIVERS.................$ 38.71 16.83 DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET 151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET Zone Differential (Add up Zone 1 rates): Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities 2 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 3 CARP0030-004 06/01/2019 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM Counties Rates Fringes CARPENTER BRIDGE CARPENTERS...........$ 45.92 16.52 CARPENTERS ON CREOSOTE MATERIAL....................$ 46.02 16.52 CARPENTERS..................$ 45.92 16.52 DIVERS TENDER...............$ 50.79 16.52 DIVERS......................$ 99.68 16.52 MILLWRIGHT AND MACHINE ERECTORS....................$ 47.42 16.52 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING........$ 46.17 16.52 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Olympia Bremerton Bellingham Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Ellensburg Centralia Chelan Tacoma Everett Mount Vernon Pt. Townsend Wenatchee Port Angeles Sunnyside Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour 3 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 4 CARP0059-002 06/01/2019 ADAMS, ASOTIN, BENTON, CHELAN (East of 120th meridian), COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT (East of 120th meridian), KITTITAS (East of 120th meridian), LINCOLN, OKANOGAN (East of 120th meridian), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, and YAKIMA (East of 120th meridian) Counties Rates Fringes CARPENTER GROUP 1.....................$ 35.47 16.88 GROUP 2.....................$ 47.42 18.96 GROUP 3.....................$ 36.66 16.88 GROUP 4.....................$ 36.66 16.88 GROUP 5.....................$ 83.96 16.88 GROUP 6.....................$ 40.23 16.88 GROUP 7.....................$ 41.23 16.88 GROUP 8.....................$ 37.66 16.88 GROUP 9.....................$ 44.23 16.88 CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter GROUP 2: Millwright, Machine Erector GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge, Dock, and Wharf carpenters GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby GROUP 8: Assistant Diver Tender, ROV Tender/Technician GROUP 9: Manifold Operator-Mixed Gas ZONE PAY: ZONE 1 0-45 MILES FREE ZONE 2 45-100 $4.00/PER HOUR ZONE 3 OVER 100 MILES $6.00/PER HOUR 4 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 5 DISPATCH POINTS: CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: MOSCOW (306 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite). DEPTH PAY FOR DIVERS BELOW WATER SURFACE: 50-100 feet $2.00 per foot 101-150 feet $3.00 per foot 151-220 feet $4.00 per foot 221 feet and deeper $5.00 per foot PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0-25 feet Free 26-300 feet $1.00 per Foot SATURATION DIVING: The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. HAZMAT PROJECTS: Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. 5 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 6 LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical ""splash suit"". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. CARP0770-003 06/01/2019 WEST OF 120TH MERIDIAN FOR THE FOLLOWING COUNTIES: CHELAN, DOUGLAS, GRANT, KITTITAS, OKANOGAN, and YAKIMA Rates Fringes CARPENTER CARPENTERS ON CREOSOTE MATERIAL....................$ 46.02 16.52 CARPENTERS..................$ 45.92 16.52 DIVERS TENDER...............$ 50.79 16.52 DIVERS......................$ 99.68 16.52 MILLWRIGHT AND MACHINE ERECTORS....................$ 47.42 16.52 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING........$ 46.17 16.52 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour 6 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- Page | 7 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour * ELEC0046-001 08/03/2020 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER....................$ 59.91 3%+21.46 ELECTRICIAN......................$ 58.78 3%+22.51 * ELEC0048-003 01/01/2020 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER....................$ 44.22 21.50 ELECTRICIAN......................$ 47.85 24.41 HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay: Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ELEC0048-029 01/01/2020 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER....................$ 44.22 21.50 ELECTRICIAN......................$ 47.85 24.41 7 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- Page | 8 ELEC0073-001 01/01/2020 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER....................$ 34.10 16.68 ELECTRICIAN......................$ 36.05 19.23 ELEC0076-002 08/31/2018 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER....................$ 48.06 23.23 ELECTRICIAN......................$ 43.69 23.10 ELEC0112-005 06/01/2019 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes CABLE SPLICER....................$ 48.35 21.13 ELECTRICIAN......................$ 46.05 21.06 ELEC0191-003 06/01/2020 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER....................$ 44.23 17.73 ELECTRICIAN......................$ 47.95 26.16 ELEC0191-004 06/01/2018 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER....................$ 40.82 17.63 ELECTRICIAN......................$ 42.45 21.34 8 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 9 ENGI0302-003 06/01/2020 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES Zone 1 (0-25 radius miles): Rates Fringes POWER EQUIPMENT OPERATOR Group 1A...................$ 48.41 Group 1AA..................$ 49.13 Group 1AAA.................$ 49.83 Group 1.....................$ 47.70 Group 2.....................$ 47.08 Group 3.....................$ 46.55 Group 4.....................$ 43.54 22.47 22.47 22.47 22.47 22.47 22.47 22.47 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments 9 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 10 GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers-self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-overhead, bridge type-20 tons through 44 tons; Chipper; Concrete Pump-truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power); Drilling machine; Excavator, shovel, backhoe-3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders-overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics-all; Mixers-asphalt plant; Motor patrol graders-finishing; Piledriver (other than crane mount); Roto-mill,roto-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self propelled, hard tail end dump, articulating off-road equipment-under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine-shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A-frame crane over 10 tons; Drill oilers-auger type, truck or crane mount; Dozers-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside hoists-(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps-concrete; Roller, plant mix or multi-lift materials; Saws-concrete; Scrpers-concrete and carry-all; Service engineer-equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine-laser screed; Cranes-A frame-10 tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator 10 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 11 HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class ""C"" Suit - Base wage rate plus $ .25 per hour. H-3 Class ""B"" Suit - Base wage rate plus $ .50 per hour. H-4 Class ""A"" Suit - Base wage rate plus $ .75 per hour. ENGI0370-002 07/01/2019 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1.....................$ 28.46 17.25 GROUP 2.....................$ 28.78 17.25 GROUP 3.....................$ 29.39 17.25 GROUP 4.....................$ 29.55 17.25 GROUP 5.....................$ 29.71 17.25 GROUP 6.....................$ 29.99 17.25 GROUP 7.....................$ 30.26 17.25 GROUP 8.....................$ 31.36 17.25 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho 11 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 12 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Fireman & Heater Tender; Hydro-seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler-Driver (CLD required) & Cable Tender, Mucking Machine GROUP 2: A-frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant Operator, Fireman or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, hydra-lift & similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable-concrete); Pavement Breaker, Hydra-Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self-propelled); Railroad Power Tamper Operator (self-propelled); Railroad Tamper Jack Operator (self-propelled; Spray Curing Machine (concrete); Spreader Box (self-propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator GROUP 3: A-frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt-Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); Bending Machine; Bob Cat (Skid Steer); Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt-type Loader (Euclid, Barber Green & similar); Elevating Grader-type Loader (Dumor, Adams or similar); Generator Plant Engineers (diesel or electric); Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Dozer/Tractor (up to D-6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator 12 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 13 GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump- crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond); Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front-end, under 4 yds. R/T); Refrigeration Plant Engineer (under 1000 ton); Rubber-tired Skidders (R/T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re-screening); Vacuum Drill (reverse circulation drill under 8 inch bit) GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes (25 tons & under), all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self-propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar); Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments); Cable Controller (dispatcher); Compactor (self-propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete); Quad-Track or similar equipment; Rollerman (finishing asphalt pavement); Roto Mill (pavement grinder); Scrapers, all, rubber-tired; Screed Operator; Shovel(under 3 yds.); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator (REcycle Train); Lime Brain Operator (Recycle Train); Mobile Crusher Operator (Recycle Train) 13 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 14 GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning/Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over); Elevating Belt (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar); Loaders (overhead & front-end, over 8 yds. to 10 yds.); Rubber-tired Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar); Ultra High Pressure Wateriet Cutting Tool System Operator (30,000 psi); Vacuum Blasting Machine Operator GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower), all attachments including clamshell, dragline; Loaders (overhead and front-end, 10 yards and over); Helicopter Pilot BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ENGI0612-001 09/28/2018 PIERCE County ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles): Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1A...................$ 44.44 19.97 GROUP 1AA..................$ 45.09 19.97 GROUP 1AAA.................$ 45.73 19.97 GROUP 1.....................$ 43.79 19.97 GROUP 2.....................$ 43.23 19.97 GROUP 3.....................$ 42.74 19.97 GROUP 4.....................$ 40.01 19.97 14 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 15 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) = $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers- self-propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper); Batch Plant Operator- concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump-truck mount with boom attachment; Crusher; Deck engineer/deck winches (power); Drilling machine; Excavator, shovel, backhoe-3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Roto-mill, roto- grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self- propelled, hard tail end dump, articulating off-road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay 15 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 16 GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane-A-frame over 10 tons; Drill oilers-auger type, truck or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside Hoists-(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump-Concrete; Roller, plant mix or multi-lfit materials; Saws-concrete; Scrapers, concrete and carry all; Service engineers-equipment; Trenching machines; Truck crane oiler/driver under 100 tons; Tractors, backhoe under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine-laser screed; Cranes A-frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts-under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger-mechanical; Power plant; Pumps-water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing, Class ""D"" Suit - Base wage rate plus $ .50 per hour. H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour. H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour. H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour. 16 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 17 ENGI0612-012 09/28/2018 LEWIS, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles): Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1A...................$ 44.44 19.97 GROUP 1AA..................$ 45.09 19.97 GROUP 1AAA.................$ 45.73 19.97 GROUP 1.....................$ 43.79 19.97 GROUP 2.....................$ 43.23 19.97 GROUP 3.....................$ 42.74 19.97 GROUP 4.....................$ 40.01 19.97 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) = $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers- self-propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type 17 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 18 GROUP 2 - Barrier machine (zipper); Batch Plant Operator- concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump-truck mount with boom attachment; Crusher; Deck engineer/deck winches (power); Drilling machine; Excavator, shovel, backhoe-3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Roto-mill, roto- grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self- propelled, hard tail end dump, articulating off-road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane-A-frame over 10 tons; Drill oilers-auger type, truck or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside Hoists-(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump-Concrete; Roller, plant mix or multi-lfit materials; Saws-concrete; Scrapers, concrete and carry all; Service engineers-equipment; Trenching machines; Truck crane oiler/driver under 100 tons; Tractors, backhoe under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine-laser screed; Cranes A-frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts-under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger-mechanical; Power plant; Pumps-water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. 18 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 19 HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing, Class ""D"" Suit - Base wage rate plus $ .50 per hour. H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour. H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour. H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour. ENGI0701-002 01/01/2018 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1.....................$ 41.65 14.35 GROUP 1A....................$ 43.73 14.35 GROUP 1B....................$ 45.82 14.35 GROUP 2.....................$ 39.74 14.35 GROUP 3.....................$ 38.59 14.35 GROUP 4.....................$ 37.51 14.35 GROUP 5.....................$ 36.27 14.35 GROUP 6.....................$ 33.05 14.35 Zone Differential (add to Zone 1 rates): Zone 2 - $3.00 Zone 3 - $6.00 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens ""Blast Zone"" shall receive Zone I pay for all classifications. 19 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 20 All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS Group 1 Concrete Batch Plan and or Wet mix three (3) units or more; Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred (200) ton through two hundred ninety nine (299) ton with two hundred foot (200') boom or less (including jib, inserts and/or attachments); Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200') boom Including jib, inserts and/or attachments); Crane, Tower Crane with one hundred seventy five foot (175') tower or less and with less than two hundred foot (200') jib; Crane, Whirley ninety (90) ton and over; Helicopter when used in erecting work Group 1A Crane, floating two hundred fifty (250) ton and over; Crane, two hundred (200) ton through two hundred ninety nine (299) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175') tower or over two hundred foot (200') jib; Crane, tower Crane on rail system or 2nd tower or more in work radius 20 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 21 Group 1B Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over Group 2 Asphalt Plant (any type); Asphalt Roto-Mill, pavement profiler eight foot (8') lateral cut and over; Auto Grader or ""Trimmer""; Blade, Robotic; Bulldozer, Robotic Equipment (any type); Bulldozer, over one hundred twenty thousand (120,000) lbs. and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required); Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (150') boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton; Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (200') of boom (including jib inserts and/or attachments); Crane, fifty (50) ton through eighty nine (89) ton with over one hundred fifty foot (150') boom (including jib inserts and/or attachments); Crane, Whirley under ninety (90) ton; Crusher Plant; Excavator over one hundred thirty thousand (130,000) lbs.; Loader one hundred twenty thousand (120,000) lbs. and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater Equipment remote or otherwise, when used in construction work; Wheel Excavator any size Group 3 Bulldozer, over seventy thousand (70,000) lbs. up to and including one hundred twenty thousand (120,000) lbs.; Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (150') boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (150') boom or less (including jib inserts and/or attachments); Crane, Shovel, Dragline or Clamshell three (3) cu. yds. but less than five (5) cu. Yds.; Excavator over eighty thousand (80,000) lbs. through one hundred thirty thousand (130,000) lbs.; Loader sixty thousand (60,000) lbs. and less than one hundred twenty thousand (120,000) lbs. 21 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 22 Group 4 Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement profiler, under eight foot (8') lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine; Backhoe, Robotic, track and wheel type up to and including twenty thousand (20,000) lbs. with any attachments; Blade (any type); Boatman; Boring Machine; Bulldozer over twenty thousand (20,000) lbs. and more than one hundred (100) horse up to seventy thousand (70,000) lbs.; Cable-Plow (any type); Cableway up to twenty five (25) ton; Cat Drill (John Henry); Chippers; Compactor, multi-engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile; Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and under fifty (50) ton; Crane, Bridge Locomotive, Gantry and Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred (100) ton; Crane, Floating Clamshell, Dragline, etc. Operator, under three (3) cu. yds. Or less than thirty (30) ton; Crane, under fifty (50) ton; Crane, Quick Tower under one hundred foot (100') in height and less than one hundred fifty foot (150') jib (on rail included); Diesel-Electric Engineer (Plant or Floating); Directional Drill over twenty thousand (20,000) lbs. pullback; Drill Cat Operator; Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator over twenty thousand (20,000) lbs. through eighty thousand (80,000) lbs.; Generator Operator; Grade-all; Guardrail Machines, i.e. punch, auger, etc.; Hammer Operator (Piledriver); Hoist, stiff leg, guy derrick or similar type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type); Jack Operator, Elevating Barges, Barge Operator, self-unloading; Loader Operator, front end and overhead, twenty five thousand (25,000) lbs. and less than sixty thousand (60,000) lbs.; Log Skidders; Piledriver Operator (not crane type); Pipe, Bending, Cleaning, Doping and Wrapping Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired Dozers and Pushers; Scraper, all types; Side-Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type); Surface Heater and Planer; Tractor, rubber-tired, over fifty (50) HP Flywheel; Trenching Machine three foot (3') depth and deeper; Tub Grinder (used for wood debris); Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine; Ultra High Pressure Water Jet Cutting Tool System Operator; Vacuum Blasting Machine Operator; Water pulls, Water wagons 22 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 23 Group 5 Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix); Asphalt, Roto-Mill pavement profiler ground man; Bulldozer, twenty thousand (20,000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, Combination Mixer and compressor operator, gunite work; Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator; Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (8') or less; Concrete, Planer; Concrete, Pump; Concrete, Pump Truck; Concrete, Pumpcrete Operator (any type); Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional type less than twenty thousand (20,000) lbs. pullback; Fork Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20,000) lbs.; Hydraulic Backhoe wheel type (any make); Laser Screed; Loaders, rubber-tired type, less than twenty five thousand (25,000) lbs.; Pavement Grinder and/or Grooving Machine (riding type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer or similar types; Pump Operator, more than five (5) pumps (any size); Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser); Sweeper Self-Propelled; Tractor, Rubber-Tired, fifty (50) HP flywheel and under; Trenching Machine Operator, maximum digging capacity three foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc. Group 6 Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler; Boatman; Bobcat, skid steed (less than one (1) yard); Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing Machine (riding type); Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler; Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator; Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump (any power); Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger; Roller grading (not asphalt); Truck, Crane Oiler-Driver 23 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- Page | 24 IRON0014-005 07/01/2019 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER.......................$ 33.59 29.26 IRON0029-002 05/01/2018 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER.......................$ 37.00 27.87 IRON0086-002 07/01/2019 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER.......................$ 33.59 29.26 IRON0086-004 07/01/2019 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER.......................$ 42.35 29.56 24 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 25 LABO0238-004 06/01/2020 PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES Rates Fringes LABORER (PASCO) GROUP 1.....................$ 26.69 13.65 GROUP 2.....................$ 28.79 13.65 GROUP 3.....................$ 29.06 13.65 GROUP 4.....................$ 29.33 13.65 GROUP 5.....................$ 29.61 13.65 LABORER (SPOKANE) GROUP 1.....................$ 26.69 13.65 GROUP 2.....................$ 28.79 13.65 GROUP 3.....................$ 29.06 13.65 GROUP 4.....................$ 29.33 13.65 GROUP 5.....................$ 29.61 13.65 Zone Differential (Add to Zone 1 rate): $2.00 BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); Window Washer/Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean-up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumpcrete machine, signaling, handling the nozzle of squeezcrete or similar machine,6 inches and smaller); Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material); Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers); Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class ""A"" (to include 25 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 26 all bull gang, concrete crewman, dumpman and pumpcrete crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well-Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non-mechanical; Driller Tender (when required to move and position machine); Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical ""splash suit"" and air purifying respirator); Jackhammer Operator; Miner, Class ""B"" (to include brakeman, finisher, vibrator, form setter); Nozzleman (to include squeeze and flo-crete nozzle); Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) GROUP 4: Air and Hydraulic Track Drill; Aspahlt Raker;Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high); Gunite (to include operation of machine and nozzle); Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit""); High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels); Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line); Miner Class ""D"", (to include raise and shaft miner, laser beam operator on riases and shafts) 26 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- ---------------------------------------------------------------- Page | 27 LABO0238-006 06/01/2019 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier......................$ 27.95 12.90 LABO0242-003 06/01/2020 KING COUNTY Rates Fringes LABORER GROUP 1.....................$ 27.78 12.35 GROUP 2A....................$ 31.82 12.35 GROUP 3.....................$ 39.81 12.35 GROUP 4.....................$ 40.77 12.35 GROUP 5.....................$ 41.43 12.35 Group 6.....................$ 41.43 12.35 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 27 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 28 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2A: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical ""splash suit"" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit""); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). Group 6: Miner 28 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 29 LABO0252-010 06/01/2020 CLALLAM, GRAYS HARBOR, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC (EXCLUDING SOUTHWEST), PIERCE, AND THURSTON COUNTIES Rates Fringes LABORER GROUP 1.....................$ 27.78 12.44 GROUP 2.....................$ 31.82 12.44 GROUP 3.....................$ 39.81 12.44 GROUP 4.....................$ 40.77 12.44 GROUP 5.....................$ 41.43 12.44 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car 29 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 30 GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical ""splash suit"" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit""); Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Grade Checker and Transit Person; High Scaler; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). 30 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 31 LABO0292-008 06/01/2020 ISLAND, SAN JUAN, SKAGIT, SNOHOMISH, AND WHATCOM COUNTIES Rates Fringes LABORER GROUP 1.....................$ 27.78 12.44 GROUP 2.....................$ 31.82 12.44 GROUP 3.....................$ 39.81 12.44 GROUP 4.....................$ 40.77 12.44 GROUP 5.....................$ 41.43 12.44 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car 31 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 32 GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical ""splash suit"" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit""); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). 32 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 33 LABO0335-001 06/01/2020 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES Laborers: Rates Fringes ZONE 1: GROUP 1....................$ 34.93 12.44 GROUP 2....................$ 35.65 12.44 GROUP 3....................$ 36.20 12.44 GROUP 4....................$ 36.66 12.44 GROUP 5....................$ 31.93 12.44 GROUP 6....................$ 29.01 12.44 GROUP 7....................$ 25.14 12.44 Zone Differential (Add to Zone 1 rates): Zone 2 $ 0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change-House Man or Dry Shack Man; Choker Setter; Clean-up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms); Rip Rap Man (hand placed); Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight-Man- Crusher (aggregate when used) 33 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- ---------------------------------------------------------------- Page | 34 GROUP 2: Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber-mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring-down, or sloping and stripping); Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling); Pumpcrete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying)-applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman-Dinky Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel GROUP 5: Traffic Flaggers GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers LABO0335-019 06/01/2020 Rates Fringes Hod Carrier......................$ 34.93 12.44 34 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 35 LABO0348-003 06/01/2020 CHELAN, DOUGLAS (W OF 12TH MERIDIAN), KITTITAS, AND YAKIMA COUNTIES Rates Fringes LABORER GROUP 1.....................$ 23.68 12.44 GROUP 2.....................$ 27.17 12.44 GROUP 3.....................$ 29.74 12.44 GROUP 4.....................$ 30.46 12.44 GROUP 5.....................$ 30.99 12.44 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car 35 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 36 GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical ""splash suit"" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit""); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). 36 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- Page | 37 PAIN0005-002 07/01/2020 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS....................$ 31.90 17.23 PAIN0005-004 03/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER..........................$ 20.82 7.44 * PAIN0005-006 07/01/2018 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE); CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes PAINTER Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting............$ 30.19 Over 30'/Swing Stage Work..$ 22.20 Brush, Roller, Striping, Steam-cleaning and Spray....$ 22.94 Lead Abatement, Asbestos Abatement...................$ 21.50 11.71 7.98 11.61 7.98 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. 37 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- Page | 38 PAIN0055-003 07/01/2019 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes PAINTER Brush & Roller..............$ 25.14 12.90 Spray and Sandblasting......$ 25.14 12.90 All high work over 60 ft. = base rate + $0.75 PAIN0055-006 03/01/2020 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER.....................$ 35.87 13.40 PLAS0072-004 06/01/2020 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes CEMENT MASON/CONCRETE FINISHER ZONE 1......................$ 31.30 15.53 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office 38 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- ---------------------------------------------------------------- Page | 39 PLAS0528-001 06/01/2020 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes CEMENT MASON CEMENT MASON................$ 45.80 18.54 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE.......$ 46.30 18.54 TROWELING MACHINE OPERATOR ON COMPOSITION..............$ 46.30 18.54 PLAS0555-002 07/01/2019 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates Fringes CEMENT MASON CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD..$ 37.32 CEMENT MASONS ON 18.77 SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD............$ 36.58 18.77 CEMENT MASONS...............$ 35.85 18.77 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS...$ 36.58 18.77 Zone Differential (Add To Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall 39 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 40 TEAM0037-002 06/01/2019 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES Truck drivers: Rates Fringes ZONE 1 GROUP 1....................$ 29.08 15.27 GROUP 2....................$ 29.20 15.27 GROUP 3....................$ 29.34 15.27 GROUP 4....................$ 29.62 15.27 GROUP 5....................$ 29.85 15.27 GROUP 6....................$ 30.03 15.27 GROUP 7....................$ 30.24 15.27 Zone Differential (Add to Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w/load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and/or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman 40 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 41 GROUP 2: Boom Truck/Hydra-lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks/Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver-Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks: over 5 cu. yds. and including 7 cu. yds.; Vacuum Trucks; Water truck/Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self-Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds.; Truck Mechanic-Welder-Body Repairman; Utility and Clean-up Truck; Water Wagons (rated capacity) over 5,000 to 10,000 gallons GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom cumps, including Semi-Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre-Batch concrete Mix Trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds., and includes Articulated Dump Trucks; Skid Truck GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) 41 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 42 * TEAM0174-001 06/01/2019 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Truck drivers: ZONE A: GROUP 1:...................$ 40.38 20.46 GROUP 2:...................$ 39.54 20.46 GROUP 3:...................$ 36.73 20.46 GROUP 4:...................$ 31.76 20.46 GROUP 5:...................$ 39.93 20.46 ZONE B (25-45 miles from center of listed cities*): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities*): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - ""A-frame or Hydralift"" trucks and Boom trucks or similar equipment when ""A"" frame or ""Hydralift"" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four-Wheeled power tractor with trailer and similar top-loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck-3,000 gallons and over capacity 42 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 43 GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four-wheeled power tractor with trailer and similar top-loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber-tired)(when used within Teamster jurisdiction); Vacuum truck; Water Wagon and Tank trucks-less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical ""splash suit."" LEVEL A: +$.75 per hour - This level utilizes a fully- encapsulated suit with a self-contained breathing apparatus or a supplied air line. 43 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 44 TEAM0690-004 01/01/2019 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Truck drivers: (AREA 1: SPOKANE ZONE CENTER: Adams, Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pen Oreille, Spokane, Stevens, and Whitman Counties AREA 1: LEWISTON ZONE CENTER: Asotin, Columbia, and Garfield Counties AREA 2: PASCO ZONE CENTER: Benton, Franklin, Walla Walla and Yakima Counties) AREA 1: GROUP 1....................$ 23.91 17.40 GROUP 2....................$ 26.18 17.40 GROUP 3....................$ 26.68 17.40 GROUP 4....................$ 27.01 17.40 GROUP 5....................$ 27.12 17.40 GROUP 6....................$ 27.29 17.40 GROUP 7....................$ 27.82 17.40 GROUP 8....................$ 28.18 17.40 AREA 2: GROUP 1....................$ 26.05 17.40 GROUP 2....................$ 28.69 17.40 GROUP 3....................$ 28.80 17.40 GROUP 4....................$ 29.13 17.40 GROUP 5....................$ 29.24 17.40 GROUP 6....................$ 29.24 17.40 GROUP 7....................$ 29.78 17.40 GROUP 8....................$ 30.10 17.40 Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00) BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office 44 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 45 TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under); Leverperson (loading trucks at bunkers); Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber-tired, pulling trailer or similar equipment) GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under); Flat Bed Truck with Hydraullic System; Fork Lift (3001-16,000 lbs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar); Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds.); Warehouseperson (to include shipping & receiving); Wrecker & Tow Truck GROUP 4: A-Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds.); Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons) GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under); Self- loading Roll Off; Semi-Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.); Truck-Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton); Vacuum Truck (super sucker, guzzler, etc.) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs.); Dumps (Semi-end); Mechanic (Field); Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel-power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons); Lowboy(over 50 tons) GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds.); Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons); GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, 45 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- ---------------------------------------------------------------- Page | 46 bottom and articulated end dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C-D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical spash suit or fully encapsulated suit with a self-contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. NOTE: Trucks Pulling Equipment Trailers: shall receive $.15/hour over applicable truck rate WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================ Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). 46 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 47 The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. 47 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction ---------------------------------------------------------------- Page | 48 Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 48 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction Page | 49 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION" 49 | Page WA20200001 Modification 11 Federal Wage Determinations for Highway Construction