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HomeMy WebLinkAboutPW18-294 - Original - Scarsella Bros, Inc. - East Valley Highway Preservation - 07/17/2018 .-. 'NT Records Management,ent,, Document CONTRACT COVER SHIIEET This is to be completed by the Contract Manager prior to submission to the City Clerk's Office. All portions are to be completed. If you have questions, please contact the City Clerk's Office at 253-856-5725. ❑ Blue/Motion Sheet Attached ® Pink Sheet Attached Vendor Name: Scarsella Bros., Inc. Vendor Number (JDE): Contract Number (City Clerk): Category: Contract Agreement Sub-Category (if applicable): n, m. Project Name: East Vallev Highway Preservation Contract Execution Date: Bate of the mayor's signature 'Termination Date: 60 working days Contract Manager: Garrett Inouye Department: PW: Operations Contract Amount: $2;247_§43.75 Approval Authority: ❑ Director ❑ Mayor ® City Council Other Details: The project consists of planing and overlaying 47,0010 square yards of East Valley Highway between S. 16 St. and S. 196L St. vfl 0 ,V�I��d`U �`uwlsuwm� p�ml�unvge<tvl�umis ��I��i��1111'; U��1} �iq! Imm �4uu»r � ,;,' '�YY !U d �IRSmU' �Plm YR ��1�Ii'r�ul�l � ` flm . „MIV,'�io;:' z',ttI1S>nlPu,.11dl�Qp„��� 411tdm1U� t Oh0)fu umm PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 4ttr. 400 West Gowe M1"4 000 KENTKent, WA 98032 W's....... Fax: 253-856-6500 CITY OF KENT KING COUNTY, WASHINGTON East Valley Highway Preservation S. 180th St. to S. 1961h St. Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 ADDENDUM No. 1 June 22, 2018 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I - KENT SPECIAL PROVISIONS Page SP-17 - Section 1-05.14 - Cooperation With Other Contractors ADD the following to the details of known City Projects: Great Wall Mall Sewer Repair The City of Kent is replacing the sewer pipe at the Great Wall Shopping Mall (Parcel No. 312305-9082). END OF ADDENDUM No. 1 1. 6-aa 49 Chad Bieren, P.E. Date City Engineer 0 m d 3 c v Y Mayor Dana Ralphb «Mp City of Kent Public Works Department I I CITY qq}g pgq�OF KE �ryy�A ' KING COUNTY, WASHINGTON ENT SPECIAL PROVISIONS FOR East Valley Highway Preservation S. t f Federal Aid umber: S,T L.-107 5) Project Number: 17-3,003 , 2 BIDS A EPTED UNTIL BID PENIN June 25, 2018 June 26, 2018 9:45 A.M. 10:00 A.M. DELIVER TO CITY OF KENT, CITY MALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR \'�S7 KENT WAS HI N GTON ANAL.@ 5,.30.l8 BIDDER'S NAME Scarsella Bras., Inc. CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR East Valley Highway Preservation " . 1 01tn St. to, So 196t" St Federal Aid Number: TPUL-1073 (005) Project Number: 17-30,03.2 BIDS ACCEPTED UNTIL BID OPENING June 26, 2018 June 26, 2018 9:45 A.M. 10:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR 4^ \�S7 KENT WASH IN GTO N neral Table of Contents Section 1 : Bid (Documents Section 2: Contract documents Section, 3: Amendments to Standard Specifications Section 4: Special Provisions Appendices: Dent Standard Plans WSDOT Standard Plans Traffic Control Plans Project Sign Sample GIBE Condition of Award Letter 'll'61►SDOT SPCC Plan Template Prevailing Wage bates Bid Document Contents Invitationto Bid .................................................................................... 1 Information for Bidders .......................................................................... 3 Contractor Compliance Statement............................................................ 6 Declaration — City of Kent Equal Employment Opportunity Policy ..................7 Administrative Policy 1.2 — Minority and Women Contractors...................8 City of Kent Equal Employment Opportunity Compliance Statement ..............9 Proposal .............................................................................................— 10 Proposal Signature Page ......................................................................... 24 BidBond Form ............................................................„......,..................25 Contractor's Qualification Statement...,,.,....„„„.,„„„„„„„„„„,„„„,„„,„„,„„,,„,„„.„,.,,,„, 26 Certification of Compliance with Wage Payment Statutes ,........................32 City of Kent Subcontractor List (over $100K) .............................„.„............„ 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 Local Agency Underutilized Disadvantaged Business Enterprise Utilization Certification (272-056U) ..........................................................38 Local Agency Underutilized Disadvantaged Business Enterprise Written Confirmation Document (422-031U).........................................................41 Required Contract Provisions Federal-Aid Construction Contracts (FH WA-1273)........................................................................................42 Proposal for Incorporating Recycle Materials into the Project........................ 65 ChangeOrder ....................................................................................... 66 Bidder's Checklist ................................ ..„....................... 68 INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through June 26, 2018 up to 9:45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 10:00 a.m. for the City of Kent project named as follows: East Valley Highway Preservation — S. 180`h St. to S. 196th St. Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 The project consists of planing 47,000 square yards of bituminous pavement, paving 6,700 tons of HMA Cl 1/2", PG 58V-22, reconstructing 24 curb ramps to ADA standards, installation of a video detection system, 275 square yards of sidewalk repairs, 26,000 feet of temporary pavement markings,13,000 feet of permanent channelization, and other work, all in accordance with the Contract Plans, Kent Special Provisions, and WSDOT Standard Specifications. The Engineer's estimate for this project is approximately $2,000,000. The DBE goal for this project is 11%. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Garrett Inouye at253-856-5548. 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. Paper copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50 for each set. Plans and specifications can also be downloaded at no charge at KgntWA.gov/doing-b,u.Iiinesslbids-orocuremen . Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. i b 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 301'' day of June, 2018. BY: Kimberley A. KcO oto, City Clerk Published in Daily Journal of Commerce on June 5, 12 and 19, 2018. INFORMATION FOR BIDDERS Also see the Standard Specifications and the APWA Special Provisions for additional information. 1. Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take whatever action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). 2, 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. 3. Because of the varying soil composition and ground water levels encountered in various areas and at different seasons of the year, 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. 4. 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. 5. All blanks in the proposal forms must be appropriately filled in. Proposal must contain original signature pages. Facsimiles are not acceptable and are considered non-responsive submittals. 6. Certified checks are not accepted for bid deposit. 7, 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. East Valley Highway Preservation/Inouye 3 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 8. No person, firm or corporation shall be allowed to make, or file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not thereby disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. 9„ The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. 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. 10. 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 10 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 1-03.4. If the successful bidder fails to provide these documents within this 10-day period, the City may, at its sole discretion, reduce the time for completion of the contract work by one calendar day for each calendar day after this 10-day period that the successful bidder fails to provide all required documents. 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. East Valley Highway Preservation/Inouye 4 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 11. 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. 12. 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. 13. Refer to the insurance requirements in Exhibit A, which constitute the Contractor's insurance requirements for this project. 14. Bidders must complete WSDOT Form 272-056 (Disadvantaged Business Enterprise Utilization Certification) which is included in the Bid Package. This project has a 11% DBE goal. 1S. 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 Confirmation Document (DOT Form 422-031U), which is included in the bid package. East Valley Highway Preservation/Inouye 5 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date June 26, 2018 This statement relates to a proposed contract with the City of Kent named East Valley Highway Preservation - S. 1801h St. to S. 196`h St. Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 I am the undersigned bidder or prospective contractor. I represent that - 1. I X have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. Scarsella Bros., Inc. N ;IGNATURE/TITLE F BID ER XXII, B P.O. Box 68697 Seattle WA 98168 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) East Valley Highway Preservation/Inouye 6 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 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. 1 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 agr to ful " 7Ziements referenced above. By For: Scarsella Bros., Inc. Title: Vice President Date: June 26, 2018 East Valley Highway Preservation/Inouye 7 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS 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. East Valley Highway Preservation/Inouye 8 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 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 agent of Scarsella Bros. Inc. Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as East Valley Highway Preservation — S. 180th St. to S. 196tn St./Federal Aid Number: STPUL-1073(005)/Project Number: 17-3003.2 that was entered into on the (Date) , 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 City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: For: Title: Date: East Valley Highway Preservation/Inouye 9 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 I PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Scarsella Bros. Inc. 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 East Valley Highway Preservation — S. 180th St. to S. 196th St./Federal Aid Number: STPUL- 1073(005)/Project Number: 17-3003.2 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. OUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. East Valley Highway Preservation/Inouye 10 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. OUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization 060,0MG0$ �60)000- CCU WSDOT LUMP SUM Per LS 1002 8-35.5 1 Field Trailer $510A0.00 $5000 0-) KSP LUMP SUM Per LS 1006 1- 1 Roadway Surveying $ 15,(W.00 $15,000 00 05.5(1) LUMP SUM Per LS KSP 1010 2-02.5 650 Remove Existing Asphalt $ l5, 00 $ j KSP SQ YDS Concrete Pavement Per SY 1015 2-02.5 50 Remove Existing Reinforced $1,25,00 $ /1 O,C70 KSP SQ YDS Cement Concrete Driveway Per SY /Pavement 1020 2-02.5 750 Remove Cement Concrete $ 10. 00 $ t 500, On KSP SQ YDS Sidewalk Per SY 1025 2-02.5 900 Remove Cement Concrete $ g 00 $ 7, ,oo. OU KSP LN FT Curb and Gutter Per LF 1026 2-02.5 100 Remove Cement Concrete $a0. 00 $ OOC}, C)c) KSP LN FT Gutter Per LF 1035 2-02.5 150 Removal of Traffic Islands $1S, 00 $ �/,250, OU KSP LN FT and/or Traffic Curb Per LF 1040 8-09.5 1 Removal of Crosswalk $ 6 OD,Lr) $ / GOO, 00 KSP LUMP SUM Markings (at the East Valley Per LS Highway and S. 1801h St./SF 4.3rd St. Intersection) East Valley Highway Preservation/Inouye 1J. May 30, 2018 Federal Aid Plumber: STPUL-1073(005) Project Number: 17-3003.2 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1050 2-02.5 1,000 Saw Cut Existing Asphalt $ q,00 $ KSP LN FT Concrete Pavement Per LF 1060 2-03.5 350 Roadway Excavation Incl. $ 30.00 $ /0,50U.0o WSDOT CU YDS Haul Per CY 1065 2-03.5 35 Unsuitable Foundation $ 30,00 $ 1)050. 00 WSDOT CU YDS Excavation Incl. Haul Per CY 1070 2-12.5 500 Geotextile Fabric, Non-Woven $5, 00 $w, 500. aJ KSP SQ YDS Per SY 1075 4-03.5 100 Gravel Borrow, Including Haul $30.00 $J, 0oca o(D KSP TONS and Compaction Per TON 1080 4-04.5 200 Crushed Surfacing Top $y0'00 $ 9)Ocu00 KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1085 4-04.5 50 Crushed Surfacing Base $y0,00 $1�, 000.00 KSP TONS Course, 1-1/4 Inch Minus Per TON 1095 5-04.5 1,300 HMA Class 1/2", PG 58V-22 $ //d,00 $ lg3J ax, 00 KSP TONS Per TON 1100 5-04.5 5,500 HMA for Full Width Overlay $ ;,5 $S3-�,,6,�5. (k) KSP TONS Class 1/2", PG 58V-22 Per TON 1110 5-04.5 47,000 Planing Bituminous Pavement $5. 10 $-.3q,�00,Q0 KSP SQ YDS Per SY Fast Valley Highway Preservation/Inouye 12 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1125 5-04.5 500 Hot Plant Mix for Temporary $ 05,00 $Q�500, 00 KSP TONS Pavement Patch Per TON 1130 5-05.5 75 Cement Conic. Pavement $ !,045,00 $791575.00 WSDOT CU YDS Per CY 1140 8-06.5 50 Cement Concrete Driveway, $ 146,75 $ � 337. 50 KSP SQ YDS 8 Inch Depth, Reinforced Per SY 1145 8-14.5 275 Cement Concrete Sidewalk $ 70,3c $ /� KSP SQ YDS Per SY 1170 8-14.5 8 Cement Concrete Sidewalk $l, 9/5,00 $ /5,3a0, 00 KSP EACH Ramp Type Parallel A Per EA 1175 8-14.5 5 Cement Concrete Sidewalk $ /, 51/5,60 $ 7, 7a5,0O KSP EACH Ramp Type Parallel B Per EA 1180 8-14.5 6 Cement Concrete Sidewalk $ !, 9�10.00 $1/ N0, 00 KSP EACH Ramp Type Single Direction A Per EA 1185 8-14.5 1 Cement Concrete Sidewalk $ 1,N0,00 $ 1 qa 0o KSP EACH Ramp Type Single Direction B Per EA 1190 8-14.5 4 Cement Concrete Sidewalk $1,5q0, 00 $ 6, 160,0o KSP EACH Ramp Type Single Per EA Perpendicular A 1205 8-04.5 900 Cement Concrete Curb and $q9,00 $ gq, 10j,d o KSP LN FT Gutter Per LF East Valley Highway Preservation/Inouye 13 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1206 8-04.5 50 Cement Concrete Curb and $ 5a.35 KSP LN FT Gutter, 8 Inch Depth, Per LF Reinforced 1210 8-04.5 125 Cement Concrete Traffic Curb $5O,00 $ h -50, 00 KSP LN FT Per LF 1211 8-04.5 500 Pedestrian Curb sg6,gr $ 23 Z/75 OD KSP LN FT Per LF 1225 7-05.5 25 Adjust Existing Manhole Cover $ /,J",00, 00 $ 30,(xX).Oo KSP EACH to Finished Grade Per EA 1226 7-05.5 2 Replace Existing Manhole Lid $ 1,500,00 $ 3 000, 00 * KSP EACH and Adjust to Finished Grade Per EA 1235 8-05.5 1 Adjust Existing Monitoring $900„00 $ 900, 00 KSP EACH Well Valve Box Top Section Per EA and Lid to Finished Grade 1240 8-20.5 3 Adjust Existing Junction Box V50,00 $ 750,00 KSP EACH to Finished Grade Per EA 1241 8-20.5 4 Replace Existing Junction Box $ �/50,00 $ 3,OOp. 00 KSP EACH and Adjust to Finished Grade Per EA 1245 8-13.5 11 Remove and Replace Existing $ /, 000,oc) $ // OOJ.(Do KSP EACH Monument, Case and Cover, Per EA and Adjust to Finished Grade * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. East Valley Highway Preservation/Inouye 14 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. qUANTITY PRICE AMOUNT 1250 7-12.5 52 Replace Existing Valve Box $5ai.00 $ a61 000.00 KSP EACH Top Section and Lid, and Per EA Adjust to Finished Grade 1315 8-28.5 10 Pothole Utilities $ 6Dd.00 $6,000. 00 KSP EACH Per EA 1320 8-30.5 1 Project Sign $ " �OJ,o© $ l d0p, oO KSP EACH Per EA 1335 2-07.5 50 Watering $ 15Q00 $7, 500,00 KSP HOURS Per HR Schedule I Total $East Valley Highway Preservation/Inouye 15 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 SCHEDULE IV - STORM SEWER (NON-REIMBURSABLE) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4130 7-05.5 5 Replace Existing Manhole Lid $ /,J5(0,(o $ 7, 560, 00 * KSP EACH and Adjust to Finished Grade Per EA * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule IV Total $ ) () East Valley Highway Preservation/Inouye 16 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 SCHEDULE V — TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 2,000 Traffic Control Labor $60, 00 $ /,w, DOD. 00 KSP HOURS Per HR 5015 1-10.5 500 Traffic Control Supervisor $ _h),00 $55l(W.00 KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $�qOO,oCb,00$�)CO,000.00 KSP LUMP SUM Devices Per LS 5025 1-10.5 80 Uniformed Off-Duty Police $ /,,$100 $ /0, OOO, 00 KSP HOURS Officer Per HR ($70.00 Min) 5026 1-10.5 20 Uniformed Off-Duty Police $160, 00 $ 31 a00,00 KSP HOURS Officer - Overtime or Holiday Per HR ($105.00 Min) 5030 1-10.5 175 Portable Changeable Message $ 75,00 $ 131/c�5, OU KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5 175 Sequential Arrow Sign (SAS) $30,X $ 5, KSP DAYS Per DAY 5080 8-23.5 57,000 Temporary Pavement $ 0. 03 $ / )/0, 00 WSDOT LN FT Marking — Short Duration Per LF 5100 8-22.5 11,000 Profiled Plastic Skip Lane Line $ 0,7U $7 -700, 00 KSP LN FT Per LF 5105 8-22.5 3,400 Profiled Plastic Double Yellow $ y 5Q $ i_5 300, CXD KSP LN FT Center Line Per LF East Valley Highway Preservation/Inouye 17 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5110 8-22.5 15,000 Profiled Plastic Two Way Left $ 5.50 $5a 500.00 KSP LN FT Turn Line Per LF 5112 8-22.5 1,100 Profiled Plastic Wide Line $ y.50 $ y)950.06 KSP LN FT Per LF 5115 8-22.5 350 Plastic Stop Line, 24 Inch $ 0 ,50 $ KSP LN FT Wide Per LF 5120 8-22.5 150 Plastic Crosswalk Line $ 6.5-0 $ 00 WSDOT SQ FT Per SF 5125 8-22.5 42 Plastic Traffic Arrow $,;)OCU,00 $ .00 WSDOT EACH Per EA 5130 8-09.5 8 Raised Pavement Marker Type $60j,00 $U,900, 0o WSDOT HUNDRED 2 Per HUND 5135 8-21.5 19 Traffic Signs, Including $ 350. 00 $6,650. 00 KSP EACH Foundation Per EA 5136 8-21.5 2 Traffic Signs $ 350.00 $ D0 ®0 KSP EACH Per EA 5140 8-22.5 4 Plastic Railroad Crossing $ 850,00 $ 3 1/00, 00 WSDOT EACH Symbol Per EA Schedule V Total $ Yq?� 035. 00 East Valley Highway Preservation/Inouye 18 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6000 8-20.5 1 Video Detection System (at $,251.'JO,60$ a5,000.00 KSP LUMP SUM the East Valley Highway and per LS S. 1801h St./SE 43rd St. Intersection) 6035 8-20.5 13 Vehicle Detection Loop $WJ0.00 $//,0S0,00 KSP EACH Per EA Schedule VI Total s36, 050, 00 East Valley Highway Preservation/Inouye 19 May 30, 201B Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000 8-01.5 100 Seeding, Fertilizing, and $ �.50 $ a50.o0 KSP SQ YDS Mulching Per SY 7005 8-02.5 50 Topsoil Type A $ /00,00 $ 5/ 000,0`7 KSP CU YDS Per CY 7015 8-01.5 45 Inlet Protection $ 05,00 $ 5,6,25, 00 KSP EACH Per EA 7020 8-01.5 500 Straw Mulch $i,00 $ /,00a 00 KSP SQ YDS Per SY 7025 8-01.5 500 Clear Plastic Covering $',00 $ /, 600, 00 KSP SQ YDS Per SY 7030 8-01.5 125 ESC Lead s75. 60 $ 1, 375, 00 KSP HOURS Per HR 7035 8-02.5 100 Wood Chip Mulch $5o' 00 $5,000, 00 KSP CU YDS Per CY 7045 8-01.5 50 Street Cleaning $ /75,00 $ �, 750. CO WSDOT HOURS Per HR 7050 1- 1 SPCC Plan $J`,000,00 $ 5, oco, 00 07.15(1) LUMP SUM Per LS WSDOT 7055 8-01.5 1 Erosion/Water Pollution $20,000.00" $20,000.00 WSDOT FORCE Control Per FA ACCOUNT "Common price to all bidders East Valley Highway Preservation/Inouye 20 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 i SCHEDULE VII — TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Schedule VII Total 6 r✓ 000, CCU East Valley Highway Preservation/Inouye 21 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 SCHEDULE VIII - PRIVATE UTILITIES (NON-REIMBURSABLE) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8250 7-06.5 8 Adjust Existing Gas Valve to $ 700,X $ 6,60Q,00 KSP EACH Finished Grade Per EA Sub Total $ Sr(`7f„k7.0C) 10% WA State Sales Tax $ 560, 00 Schedule VIII Total $ 6. 160, 0d East Valley Highway Preservation/Inouye 22 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 BID SUMMARY Schedule I 63- oM. -75 Street Schedule IV J(, A . co Storm Sewer Schedule V `A;R. «, �9. 00 Traffic Control Schedule VI j6, �j�. aO Electrical Schedule VII 6 r, o0o_ 00 Temporary Erosion &Sedimentation Control Schedule VIII 6 160, Uo Private Utilities TOTAL BID AMOUNT 14 a/-/r"y .7 East Valley Highway Preservation/Inouye 23 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within sixty (60) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s 1 to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: June 26 2018 Scarsella rqs., Inc. NAMES DER Si ature of Autharized ReprAlentative Bob Scarsella - Vice President (Print Name and Title) P.O. Box 68697 Address Seattle, WA 98168 East Valley Highway Preservation/Inouye 24 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 BID BOND FORA KNOW ALL MEN BY THESE PRESENTS: That we, Scarsella Bros.lnc. as Principal, and Liberty Mutual Insurance Company as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent(5%) of Bid Amount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for East Valley Highway Preservation — S. 180`h St. to S. 1961h St./Federal Aid Number: STPUL-1073(005)/Project Number: 17- 3003.2 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 26th DAY OF Wne 2018. Scarsellar, Ino. PR CIPAL L)lbIrty Mutuar Insura! o pan SUI�� Cynthia L. Jay, Attorney4i '=i=act 20 Received return of deposit in the sum of East Valley Highway Preservation/Inouye 25 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 ........... THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND, This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No, 81166BO Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS.That The Onto Casually Insurance Company is a corporation duly organized under the laws of the Slate of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company Is a corporation duly organized under the laws of the Stale of Indiana(herein collectively called the"Co dinaees"t,pursuant to and by oullac uip herein set forth,does hereby name,constitute and appoint, Heather L.Allegn James 8,,,,Bindor Brendan K Bush'Peter,#Comfort;Carley_E, hi no"Pp9 Hardin ,Banal E Hoslesen,Kyle J.Howat G;yhorlta L._..... Ja+,A leeprr A, Kgl9nar,Christopher Ksnyon;Jnmia L.Marque% Mmary S.Narrell_Joao J�Qja,Annelie M RIcMe Karen C.Swanson;Eric A.Zimmerman of of the taty at Taaama sl ate nl WA._,. erndla lndisiddrally it dficor Eger rrd re than one hall its true`and lawful allorney-i r-Maci threats,ex+eahrit,seal,acknowledge ,halt deliver,ter each oil IN behalf as sandy aid as he used lud dri any anrd ell undndakeugs,bands,reur?(ani&anuP:b son Other surely ubligfalon,%,th straddler of Jil presents and shall be as binding upon the Companies sr;If they been sell duly signed by the president and sheerest by the searatafy of the r)aanyaaraors to than awn proper persons. IN WITNESS WHEREOF,Phis.Power alfia nrnay has tease su of obed by an aulhonced rrfticyn'or Mincil l of the Comprenbus and the r orporafb souls at tlhe Companies have peen affixed fill"rfnfhiS_nth .--dual June _2018 f41 The Ohio Casualty Insurance Company at U11 Liberty Mutual Insurance Company 0)) nr C r, WestA tnefldBn Insurance Company d ✓ d .�w. By:_ n ,a. STATE OF PENNSYLVANIA as David M,Gaarval Avousuvtt Secretary @ has COUNTY OF MONTGOMERY C his m d Conmpan 4iThe Oho Casuals Company and Vv xc t before American Insurancepersonally appeared edvid M that he,as such beingrey who acknowledged �authhorizerdnso tondo execute therfoie Yetmry of Libertylnstr nanny Mutual Insurance u F 7 O Company Y P y p Y g. ] ument for the purposes I,i yxQs'J p, therein remained by on transfer corporations by himself as a duty authorized officer a.1 W C E N_> IN All I'NESS WHEREOF I have hereunto subscribed my name and a(hxed my coaxial Baal at King of Prussia Pennsylvania,on the day and year first above widen. 0 I, V % p invala4Cyrd WFAGTH OF PENNSYtVANIA 'OI w OO .r �ryfl Ta fr btC ry ry1j c rrsrly irr.,I�rryN tM iNo'lv' BYTerosa Pla,Notary n�l 3 xa fiv,P'J" ^ reef 0 E 0 a) 115 C m This Power of Attorney Is made and executed puffrinut lowed by authority of the followng By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual ul , m„ Insurance Company,and Westiamerlcan Insurance Companywhich resolutions are now in full force and effect reading as fellows'. 20 0to w6; ran d ARTICLE IV-OFFICERS-Section 12.PowerofAborney,.Any officer or other offlcial bind Corporation authorized for that purpose in writing bylhe Chalrmmn orthe President and subject O C «y to such Laudation as tire.Chairman or the President may prescribe,shall appoint such attorneysum-fact, as may be,necessary to act in behalf of the Corporation to make,execute,seal, >y �,e acknowledge and deliver as surety any and all undertakinas,nonds,recognizances and other surely obligations, Such attorneys-in-fact,subject to the limjlat1aas set forth in their respective =p y' powers of attorney,shall have full power to bind the Corporation by their signature and executed of any such instruments air(]to attach thereto the seal aide Corporation. When so '� m executed,such instruments shall he as binding as'isigned hythe President and attested to by Ere Secretary Any power or authority granted to any representative or aftorney-In-fact under >-0 the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority, , — t5, + fV � G ARTICLE XIII-Execution of Contracts-SECTION 5,Surety Bends and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president op > (D and subject to such limitations as the chairman or the president may prescribe,shall appoint Rich attorneys-in-fact,as may be accessary to actin behalf of the Company to make,execute, E N 0 Seal,acknowledge end deliver as surely any and all undertakings,bonds,recognizances and other surety obligations Such attomeys-in-fact support to the limilalinns set forth in their09 respective peahve powers of attorney,shall have fuH power to bind the Company by lbetr sCgnefirm and erxeculnua of auysarm Institutions arid to attach fheyete ltlra seat orbre Company When so O o exetulad such Ibshunreents shall be as binding as if signed by the pnexhleot and afte shed by the secretary, O w ---J Certificate of Des6gnatloa-The Prosideii of his Cum{a,any,aelfiag pursuant to the Belawe of are Cauda ny,talifill as David M.Carey,,Assistant Scrlrai to sharing S,luedr Affarney5dri- B inch as easy he nercaussery to act oil behalf of d9p Company to rrrcrnu execute,seal,uacknowtledgge and delllver as surely any and ail undertakings,Brands, and clear surety crbltgaiEonas.. Authorization -By uananirronus cnnsern4 of tlhe Campmny's F3oarc1 ok OnpoEors,gle C'.'oueprany runscnts Ibo0.laos6erli[aa or rtuteeidxarrlcatlty rYalrr©duurd sl'yneiure of cony asuisuae4 saCrelarp of tRro C;oroapdarly,wlruettevt9e ayrpasasdnrt(goon a a,n?rtlfdeaN cfrpy pt ddny pnwrtr'nE alE¢rrrrcy'tasurya!by Iha C%arnlpany re 4,nhnforlfEora wtikl srdofy bnrids,Shy,hll N(u.vgalnJ Murd hlnrfing cgaon Idae t7nmpmrl,y viler the Same exceeded edam as lbolugh manually,uaixed.. I, Radom C. Levaedwn he umdcusi,gnrd, A*ssi hint Sidefeboy„ Tice 01110 CrtsdtakY,p insurance Cannerry, Liberty Manual hooKanua Company, and West Amrfibatu Insurance Company ate hereby bed dry that Ina ongiu see pul lr no lintel of whela the heregeina rs:a full,true and re.rrrect coldly of the Reveal of Attorney executed by owed Commune s, is in our ford,trend Strider and Brass not bean mvobed iR TESTIMONY WHEREOF,lhave beveuuruln xp9E urrp lCanry and affixed the eroels of sarbfarrorrpeteia?s,ihegC.+a 4°" dayof_" - C /m.-.,?a.,-.... ,2i11 A r f 1 sl1 1Sol 'C BY-_... „ �„ � �r' lev , ,ulss44tan1 Secretary 103 of 500 LMS 12873 022017 i CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTORS RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. East Valley Highway Preservation/Inouye 26 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. r SUBMITTED BY: Scarsella Bros., Inc. NAME: Bob Scarsella ,. . ADDRESS: P.O. Box 68697 Seattle, WA 98168 PRINCIPAL OFFICE: 8404 S. 196th St ADDRESS: Kent, WA 98031 PHONE: (253) 872 - 7173 FAX: (253) 395 - 1209 STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. See Attached. 1.2 Provide your current state unified business identifier number. 578-035-242 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. Contractor License Attached. Employment Security No. 219514-00-1 East Valley Highway Preservation/Inouye 27 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 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). See Attached. 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. See Attached. SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 72 Years 2.2 How many years has your organization been in business under its present business name? 59 Years 2.2.1 Under what other or former names has your organization operated? Scarsella Bros. 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 6/10/1958 2.3.2 State of incorporation: Washington 2.3.3 President's name: Not Used 2.3.4 Vice-president's name(s): A. Don Scarsella, Bob Scarsella, Gino Scarsella, 2.3.5 Secretary's name: A. Don Scarsella Rick Scarsella 2.3.6 Treasurer's name: Not Used 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: N/A 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: N/A 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: N/A East valley Highway Preservation/Inouye 28 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 i 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. WA State: SCARSB118368 City of Kent: BLC-8809640 3.2 List jurisdictions in which your organization's partnership or trade name is filed. N/A i 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Clearing/grubbing, grading, drainage, sewer, water, bridge 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? No 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? No 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? No 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) No 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. See Attached 4.4.1 State total worth of work in progress and under contract: $406,000,000 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: $132,000,000 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. See Attached 4.7 On a separate sheet, list your major equipment. See Attached East Valley Highway Preservation/Inouye 29 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 S. REFERENCES 5.1 Trade References: NC Machinery, Mack Truck 5.2 Bank References: Banner Bank, Eric Scroggins 425-739-1069 5.3 Surety: 11431 Willows Rd NE, Ste 140, Redmond, WA 98052 5.3.1 Name of bonding company: Liberty Mutual Insurance Company 5.3.2 Name and address of agent: Propel Insurance, Jim Binder, 206-948-3819 601 Union St Suite 3400 6. FINANCING Seattle, WA 98101 6.1 Financial Statement. Will be submitted upon award of contract. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? East Valley Highway Preservation/Inouye 30 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 7. SIGNATURE 7.1 Dated at this 26 day June Name of Organizatjo carrell �i� By: Bob Sc Sella Title: Vice President 7,2 Bob Scarsella being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this 26 day of _June , 2018. Notary Public. � �', � 1 �.x, c °���OI illiff rr�� ... i y �aawLlkdprt� Q"�r �+r My Commission Expires 't a �a�WASO�M NO East Valley Highway Preservation/Inouye 31 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 Department of Labor and Industries SCARSEILIA BROS INC PO Box 44450 Olympia, WA 98504-4450 11dc0: CC SCARSBI 183138 U131: 578-035-242 Rogisto-ed' as provided by Low as: Constrocti(m ("0iiimoor (CCOI) -GENI]RAL. SCARSELLA.BROS INC EfIbctive Mac 1/28/1982 P 0 BOX 68697 Expinition Date: 5/7/2019 SEATTLE WA 981680697 ......... evv,� yon, """j all, ,rm­ fj BUSINESS LICENSE Pil FAP F OF to WASHINGTON Yj Unified Business ID 578035242 Business ID 9: 001 Corporation Location: 0001 SCARSELLA BROS. INC. Expires: Jun 30, 2019 SCARSELLA BROS., INC. 8404 S 196TH ST W KENT, WA 98031-1884 UNEMPLOYMENT INSURANCE -ACTIVE INDUSTRIAL INSURANCE -ACTIVE j TAX REGISTRATION #578-035-242-ACTIVE A o CITY ENDORSEMENTS: rg j SUMNER GENERAL BUSINESS -ACTIVE PORT ORCHARD GENERAL BUSINESS - ACTIVE OLYMPIA GENERAL BUSINESS#26435 - ACTIVE of BELLINGHAM GENERAL BUSINESS - ACTIVE V� FIFE GENERAL BUSINESS - NON-RESIDENT-ACTIVE jj LACEY GENERAL BUSINESS #6172 -ACTIVE W LICENSING RESTRICTIONS: Not licensed to hire minors without a Minor Work Permit. ;K el A o �;4 Nib �lljl nnsdow"lent lists the legistlalbom,endorsements,and licensesawhoriz,"i for the business narned above.By accepting this documenk,the licensee cer[Hies the infinmation on file.application s— j was complete,lillene,true,and accurate to do,best of his or her knowledge,and that business will be conducted n compliance with all applicable Washington state,county,drol llcy reguladoos. fo,",h,Detract t,flf R""'n, c 2"Redwe ai=[ City of Kent Business License NT SCARSELLA BROS INC PO BOX 68697 SEATTLE, WA 98168-0697 Please tear at perforation BUSINESS LICENSE Per RCW 82.14must and use tax mustLICENSE MAST BE PAID ANNUALLY BY No, 1715 ear all JANUARY Ist TO AVOID PENALTY sales within the c ET Issuance of License Does Not Imply Licensee's Kent. w. Compliance with State and Local Laws ggy THIS LICENSE MUST BE POSTED IN A CONSPICUOUS PLACE.NOT TRANSFERABLE OR ASSIGNABLE NAME AND ADDRESS OF BUSINESS �;►�) BLC-8809640 — SCARSELLA BROS INC MAYOR 8404 S 196 ST Tax Registration The City of Kent KENT, WA 98031 Endorsement At 220 are AVE so KPNT,WMFIINGTON%012 Heavy- Highway o su Construction An Equal AI m 8 9 Opportunity •e Employer qb June 26, 2018 1. STATUATORY REQUIREMENTS 1.4 STATEMENT To Whom It May Concern: This statement is to certify that Scarsella Bros., Inc. has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.05(3)in the past three (3) years. Should you have any questions or concerns, please feel free to call. Sincerely, Sob Scarsella Vice President P.O.Box 68697 • Seattle,Washington 98168-0697 • Tel: (253) 872.7173 Fax: (253)395-1209 AK Lic.#34714 AZ Lie. #ROC249216 • CA Lie. #779354 • ID Lie. #10394-Unlimited-1-2 MT Lic.#14662-7 • ND Lic.#44607 • OR Lic.#96884 • UT Lic.#7646917-5551 WA Lic.#SCARSBI183B8 i iLt'R. _ zi313f i r 1 .'iis � 3 ijr it ^ u'W i'! ! k �.`^r rlil 16114, l�dd alVc "r u) PA, d " tdub£ C4. ¢aV�l "Ir ( I.S"r 1� 4t "d1Y pukV �'.9.u_p C7 W, K. V; j IbCil u I �flL r �ii rarp '7 �. ' 4 i(}1'. iO J,, �. � t0 2 1, i ,'a .. to n Vy VilJ3 7 Ai).ii I tV� ,I..CI .,11`A Vr. ; w ori '14° ni tP.i ❑ti " I„ v;, fl ri I° d(. +I� vP a". t �dl (':"..? r "M 1,j l of w r �r�1; .i„6,.: n, i ,i i i� t "r 'i firr ' cl ui 1; ., j I j .�.) x iiI i ; I ' Oi 1� =11.; 'i I 17'1 '. �.� 31 A 'IA 'P✓ i 1� 4, " .a . 1 I �` rr n i • ,' i >r, ., I � it Lh �; .'�. 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EXPERIENCE 4.6 CONSTRUCTION EXPERIENCE OF KEY INDIVIDUALS A. Scarsella Bros., Inc. has worked with the City of Kent on several projects. B. The following is a list of Scarsella Bros., Inc. supervisory force, along with their current position/experience and current commitments that may be valuable for the work on the East Valley Highway Preservation — S. 180th St. to S. 196' St. project. 1. Don Scarsella, Secretary 45 Years' experience, current project commitments 5-7 projects. 2. Robert Scarsella, Vice President 40 Years' experience, current project commitments 5-7 projects. 3. Richard Scarsella, Vice President 35 Years' experience, current project commitments 5-7 projects. 4. Rick Krier, Superintendent 35 Years' experience on various City, County and Metro projects. Current Commitment: Available for this project. P.O.Box 68697 Seattle,Washington 98168-0697 • Tel: (253) 872-7173 • Fax: (253) 395.1209 AK Lie. #34714 AZ Lie. #ROC249216 • CA Lie. #779354 • ID Liu #10394-Unlimited-1-2 MT Lie.#146627 • ND Lie.#41607 • OR Lie.#96884 • UT Lic.#7646917-5551 • WA Lie.#SCARSBI183138 Major Equipment List Q(V Descriptian 10 Cat CS563 Track Dozers 2 Cat 825C Compactor 2 Cat or JD 650D, G TCLT Rubber Tire/Track Loaders 2 Cat or JD 550G, LGP 12 Cat D-6D, G, G LGP, H, II LGP, R or 7 Cat IT-28, 930G JD650 1 JD 644E 2 Cat D-711, R 3 Trojan 1500, 1700 14 Cat D-8H, K, N, R 4 Cat 950G 4 Cat D-9H, N, R 1 Cat 966F 7 Cat D-ION, R 3 Cat 980C, F, F, II, G Rubber Tire Dozers Rubber Tire LoaderBackhocs 3 Cat 824B, C 12 Case 580C, E, Super E, Super K, L, SE Scrapers o Track Excavators 2 Cat 623E, F 5 Cat 631 D 1 Komatsu PC 78 14 Cat 631E 2 Komatsu PC 128US-2 4 Cat 6371), E 3 Komatsu PC 160LC 5 Komatsu PC 200LC-6, 7 Water Wagons 4 Komatsu PC 2281,C-3, USLC-3, US-2 5 Komatsu PC300LC-6, 7 2 Cat 63113, C 3 Cat 320CL 6 Komatsu PC400LC-5, 6, 7 Motor Graders 2 Cat 245, B, B Mass Excavator 3 Komatsu PC600LC-7 1 Cat 120G 2 Komatsu PC750LC-6 2 Cat 130G 1 Komatsu PCIOOOLC-IA 7 Cat 140G, H I Komatsu PC1100LC-6 7 Cat 14G, H 3 Cat 16G Offroad Truck Tractors Roller/Compactors 6 Mack CL713 2 Mack CL713 Tri-Driv 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 (June 26, 2018), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true/anted correct. Scarsella Bros. Bidder's,Dia ss Nam e Si ,Pzr ure of Authorized Official* Bob Scarsella Printed Name Vice President Title June 26„ 2018 Seattle Washington. ...... ... _ - Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. East Valley Highway Preservation/Inouye 32 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: El Valle lii hwa Preservation - S. 180`h St. to S. 196` St. Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 Subcontractor Name Mt"ewS Resv��cES LL L Item Numbers Subcontractor Name i�✓ma1 SO lN� f�ovP C��kra.cA-- LLC.. _ - .._-_.. ------ ...---...-..._.... ..... — --....--- Item Numbers / �uuu.., ,PPxr�<u.. m...a`` .? ? ...�.' e✓,. . .y._.?vL� .. ......... Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name _. Item Numbers _ ... _-.-.-. CONTRACTOR'S SIGNATURE East Valley Highway Preservation/Inouye 33 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 Local Agency Name City of Kent .. ..... ....... -- Local Agency Subcontractor (List Local Agency Address Prepared in compliance with RCW 39.30.060 as amended 220 4th Ave. S. Kent, WA 98032 To Be Submitted with the Bid Proposal Project Name East Valley Highway Preservation - S. 18Oth St. to S. 196th St. Failure to list subcontractors with whom the bidder, if awarded the contract, will directly subcontract for performance of the work of 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 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 e Includes one or More categoriesr fistedsubcontractor Is b ch work. 6 " ill efth performed by the dd , s "" r_ fgrmed by a lower tier subcontractor who will nQt contract directly with the bidder. rr Subcontractor Name + Work to be Performed e re! Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed Bidder's are notified that 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. SR DOT Farm 271-015A EF 34 Revised 08/2012 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. East Valley Highway Preservation - S. 1801h St. to S. 196`h St. Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 NAME OF PROJECT Scarsella $ros,, Inc. NAME F IDDE M SIGNATURE I REPRESENTATIVE OF BIDDER East Valley Highway Preservation/Inouye 35 May 30, 7018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. Z 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. NOME TO ALL BIDDERS To report rigging activities call: 1-800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. SR DOT Form 272-0361 EF 36 07/2011 Local Agency Certification for Federal-Aid Contracts The prospective participant certifies by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (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 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. (2) If 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. This certification is material representation of the fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for ta this transaction 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 prpsl2ertimei i I agrees by submittinghis r her bid that bg orsh hI ae of this certificationincluded i all lower tier which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. SR DOT Form 272-040A EF 37 07/2011 I All Mftshington StateUnderutilized Disadvantaged Business Department of Transportation Enterprise Utilization Certification 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 ScTrsella Bros- Inc._ certifies that the UDBE firms listed below have been contacted regarding participation on this project. If 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. (If necessary, use additional sheets.) Box 2: East Valley Highway Presery ttion..__S 180th St to S. 196th,,,Stt.._w ..............__ .._. _ ..... Column 1 Column 2 Column 3 Column 4 Column 5 Name of UDBE Project Role Description of Work Dollar Amount Dollar Amount (See Instructions) (See Instructions) (See Instructions) Subcontracted to be Applied to UDBE Towards Goal (See instructions) (See instructions) ,,,, ................ ......,.... ,,,, . D[tD tm,k'm,LLC Subeo IIrderor Duwp Truck ingund Street Sweeping $30ri u110Oil $30000011 G Xr G incorporated Subcontractor Eleuucal $390i000 939,05000 .......... ..._ __ ..........._... .... _.,, _._ - ...— PugetSound'Fraff.c Subcontractor .Plug ing Service. $18o,(Ort no $18o,001100 Ccotrol LLC . ....._ ....... .. _,,,, ....__�. ._____.. . ............._..... _..... _._... ............ . ... ......._ --- ...,,................_.. _............_ Underutilized Disadvantaged Business 247,2C2.Y I Total UDBE Commitment Dollar Amount _$249 O50 00 Enterprise Condition of Award Contract Goal Box Box4 5[By checking Box 5 the Bidder is stating that their attempts to solicit sufficient UDBE participation to meet the CA Contract goal has been unsuccessful and good faith effort will be submitted in accordance with Section 1-02.9 of the Contract DOT Form 272-056U Revised 02I2018 Instructions 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 Business Enterprise (UDBE). UDBE. Firms can be found using the search tools under the Firm Certification section of the Diversity Management and Compliance System web page lij,fti U�p•r,rcA al,.�a4vu o i ya rsrr?l,�lk�}u is s_�_a7,tp,l Repeat the name of the UDBE for each Project Role that will be performed. 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 status must be approved prior to Bid submittal by the Office of Equal Opportunity, Washington State Department of Transportation, on each Contract. Broker • Work sublet to a Broker must be listed separately. List each project role to be performed by a single UDBE individually on a separate row(s). The role is used to determine what portion of the amount to be subcontracted (Column 4) may be applied toward meeting the goal (column 5). Column 3: Provide a description of the work to 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 Management and Compliance System web pagehhtyr,'i/wailaaP,ali «.i.,ol� r.r„pbwp�lidhri�,�, ctom 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 Project Role they are performing. Column 5: This is the dollar amount for each line listed in the certification that the prime intends to apply towards meeting the COA Contract goal. It may be,that only a portion of the amount subcontracted to a UDBE in Column 4 is eligible to be credited toward meeting the goal See Note 1, Note 2, Note 3, The Contracting,Agency will utilize the sum of this column (Box 4)to determine whether or not the bidder has met the goal. In the event of an arithmetic error in summing column 5 or an error In making appropriate reductions in the amounts In column four, See Note 1, Note 2, Note 3, then the mathematics will be corrected and the total (Box 4)will be revised accordingly. 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 contract goal 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 (Column 5)to be applied towards the goal, Note 2: For Work sublet:to a Regular Dealer the bidder may only claim 60%of the cost of the materials or supplies (Column 4) towards meeting the goal (Column 5). For example; Material cost = $100,000 (Column 4)equates to ($100,000 X 60%)=$60,000 (Column 5)to be applied towards the goal Note 3: For Work sublet to a Broker the bidder may only claim the fees paid to a Broker towards meeting the goal (Column 4). For example; amount sublet to a broker= $100,000 (Column 4) equates to ($100,000 X reasonable fee %) = $ (Column 5)to be applied towards the goal, Box 3: Box 3 is the COA Contract goal which is the minimum required UDBE participation. The goal stated in the Contract will be in terms of a dollar amount or a percentage in the Contract. When expressed as a percentage you must multiply the percentage times the sum total of all bid items as submitted in the Bidder's Proposal to determine the dollar goal and write it in Box 3. In the event of an error in this box, the Contracting Agency will revise the amount accordingly. Box 4: Box 4 is the sum of the values in column 5. This value must equal or exceed the COA Contract goal amount written in Box 3 or; Box 5: Check Box 5 if insufficient UDBE Participation has been achieved and a good faith effort is required. Refer to the subsection titled, Selection of Successful Bidder/Good Faith Efforts (GFE) in the Contract. See the Disadvantaged Business Enterprise Participation specification in the Contract for more information. DOT Form 272-056U Revised 02/2018 ,111211111111, Wash4ngton Stage Underutilized Disadvantaged Business paltatnentafTwxs °a Enterprise Utilization Certification 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: A Plus Construction Cornpainv_ certifies that the UDBE firms listed below have been contacted regarding participation on this project. If 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. (If necessary, use additional sheets.) Box 2: US 395, Spokane Citv Limits to Stevens Countv Line - Paving and Safety --- -- — Column 1 Column 2 Column 3 Column 4 Column 5 Name of UDBE Project Role Description of Work Dollar Amount Dollar Amount (See Instructions) (See Instructions) (See instructions) Subcontracted to be Applied to UDBE Towards Goal (See instructions) (See instructions) M1 PI"Consul Primer Asphalt and concrete pawl ug,asphalt milling,plelev-erlino_ Cd.'A. 900,000 Company and pavcmrn[mpan ...___ .... ...... .... .......... .......-............... ..... ..............,.....................„. . ................................................. In the Line Services.Tnc. Subrontrnctor 0 mere Cra ,.Calmg 20,000 10,000 Account In the Llnc Seir ices,inc. Ssbcontraoor Guidepesrs,jolnt seal,pavement mud:er's,lempo,i -rn0000 200,000 signage,conatniclion sign in.(allation 71'C Eegolar Dealcr Rental and Sales ofhighway eonnauctian and rdaad 100,000 60,000 F o�rytl wcE Guys,LLC equipment and materials Opumus Prime Trucking, SubCranwhn Dump Trucking )0,000 50,000 Me. Metalheada,fnc. Manufacturer DoraclBars 7>000 75000 Erosion Under Comm[ Broker Erostun onlrol btamkets,s'tmwv bale, md matttes,sand bags t5.000 ?50 Co. i� ......... - __-,..._.,... .... ... .... ..... .... ..... _ .... .... .... Underutilized Disadvantaged Business 356,968.16 Total UDBE Commitment Dollar Amount lJ295,250 Enterprise Condition of Award Contract Goal ' cox 3 Box a 5 By checking Box 5 the Bidder is stating that their attempts to solicit sufficient UDBE participation to meet the OA Contract goal has been unsuccessful and good faith effort will be submitted in accordance with Section 1-02.9 of the Contract DOT Form 272-056U Revised 02l2018 Alft Wsshknutan akarkrM Underutiilzed Disadvantaged Business M. DePOrtmtatrt of Transportation Enterprise (UDBE) Written Confirmation Document See Contract Provisions: UDBE Document Submittal Requirements Disadvantaged Business Enterprise Participation THIS FORM SHALL ONLY BE SUBMITTED TO A UDBE THAT IS LISTED ON THE CONTRACTOR'S UNDERUTILIZED DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION. THE CONTRACTOR SHALL COMPLETE PART A PRIOR TO SENDING TO THE UDBE. .'Ldskt'TAc'1'� rnrr,rwt..+mod by the trldd r The entries below shall be consistent with what is shown on the Bidder's Underutilized Disadvantaged Business Enterprise U[ilization Certification. Failure to do so will result in Bid rejection. Contract Title: East Valley Highway Preservation - S. 180th St. to S 196th St. Bidder's Business Name: Scarsella Bros„ Inc. UDBE's Business Name: DHD Trucking LLC Description ofUDBE's Work treat Sweeping and Dump Trucking Dollar Amount to be Applied Towards UDBE Goal: .00-0. oo Dollar Amount to be Subcontracted to UDBE*: ,- /�� `Optional Field As an authorized representative of the Undcrudi,lized Disadvantaged Business.Enterprise., C confirm that we It been contacted by the Bidder with regard to the referenced pro(eot for the purpose ot'perfirr¢ning the Work dasorilaed above, If the Bidder is awarded the Contract, we wall enter into an agreement,with lire Bidder to partiaipate in the project consistent with the 4nfannation provided in PartA ofthis form. t Name (printed): l Signature: Title: Address: 5 vJ Date: Q,y� DOTForm 42Z,031U Rav.ed 02)201 B Z a6ed 1889g£590Z 6w�Dnil aHt7xeH dH Wd6Z:l0 8LOZ 9E cnr /�I► Washington State Underutilized Disadvantaged Business Enterprise UDBE Written Department of Transportation Enter Confirmation Document See Cunurlc!Provisions: UDBE Dacumen!S'ubmturrl Requirements Disadvantaged Busine.c.s Enterprise Parlicipalion THIS FORM SHALL ONLY BE SUBMITTED TO A UDBE THAT IS LISTED ON THE CONTRACTOR'S I INDF,RUTILIZED DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION. THE CONTRACTOR SHALL COMPLETE PART A PRIOR TO SENDING TO THE UDBE, VAHI'A:To be conlrTett yd by the brididee The entries below shall be consistent with what is shown on the Bidder's Underutilized Disadvantaged Business Enterprise Utilization Certification. Failure to do so will result in Bid rejection. Contract Title: .Fait Vall— PiA,— ,Pr ervarir) S, 18001 St t0 S 1961h St, Bidder's Business Name: East Valley Highway Preservation-S. I80th St. to S. 196th St, UDBE's Business Name: t c Description of DBE:'s Work:: e ec nca Dollar Amount to be Applied Towards UDBE Goal: $39,050.00 Dollar Amount to be Subcontracted to l:DBE":: 39,05000._.._._...�...... ....,,.,,. ...,.,..,—., ........ .. 'Optional Field r As an authorized representative ofthe Underutilized Disadvantaged Business Enterprise, I confirm that we have been contacted by the Bidder with regard to the referenced project for the purpose of performing the Work described above. I f the Bidder is awarded the Contract, we will enter into an agreement with the Bidder to participate in the project consistent with the information provided in Part A of this Form. Name (printed): _ i Signature: Title. 1CF"IN 1_WA Address: 98042 Dale: OOT Fotm 422-031 U 41 Revised 02)201 a 4111111111111111111 Underutilized Disadvantaged Business te Department of Tr Enterprise UDBE Written Department of Transportation p Confirmation Document See Contract Provisions: UDBE Document Submittal Requirements Disadvaniaged Business Enterprise Participation THIS FORM SHALL ONLY BE SUBMITTED TO A UDBE THAT IS LISTED ON THE CONTRACTOR'S UNDFRUTTLIZED DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION. THE CONTRACTOR SHALL COMPLETE PART A PRIOR TO SENDING TO THE UDBE. P"AWF A: " h tea rim lel eted Iry dic hildtler The entries below shall be consistent with what is shown on the Bidder's Underutilized Disadvantaged Business Enterprise Utilization Certification. Failure to do so will result in Bid rejection. Contract Title: East Valley Highway Preservation - S. 180th St. to S. 196th St. Bidder's Business Name: Scarsella Bros., Inc. UDBE's Business Name; Puget Sound Traffic Control LLC Description ofUDBE's Work Flagging Services DollarAmount to be Applied Towards UDBE Goal: i$v1 moo r70 Dollar Amount to be Subcontracted to UDBE"': ..). a 'Optional Field As an authorized representative of the Underutilized Disadvantaged Business Enterprise, I confirm that we have been contacted by the Bidder with regard to the referenced project for the purpose of performing the Work described above. if the Bidder is awarded the Contract,we will enter into an agreement with the Bidder to participate in the project consistent with the informarign pro idcd in Part A of this form. Name (printed): ` ... f 1 Z Signature: _ Tom' Title: ......_ . � t ryry / Address: Date r .�t l —� DOT Form 422-031 U Revised 0212019 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS FHWA-1273 -- Revised May 1, 2012 I. General II. Nondiscrimination III. Nonsegregated Facilities IV. Davis-Bacon and Related Act Provisions V. Contract Work Hours and Safety Standards Act Provisions VI. Subletting or Assigning the Contract VII. Safety: Accident Prevention VIII. False Statements Concerning Highway Projects IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Governmentwide Suspension and Debarment Requirements XI. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS A. Employment and Materials Preference for Appalachian 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 are 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 incorporated (not referenced) in all contracts, subcontracts and lower-tier 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 42 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. 3. A breach of any of the 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. In 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 VI 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 $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60-4.3. 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 1625-1627. 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 VI 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 employment 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 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. In the execution of this 43 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: "It 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 disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation, and selection for training, including apprenticeship, pre-apprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor will designate and make known to the contracting officers 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 authority 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 Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination 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 recruitment 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 advertising 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 minorities and women in the area from which the project work force would normally be derived. 44 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 requirement, 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. In 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 implementation 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. Information and procedures with regard to referring such applicants will be discussed with 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. If 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. If 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. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are 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. 45 b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will 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 will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If 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 unions 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 cooperation with the unions,joint training programs aimed toward qualifying more minorities 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 applicants 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 qualifiable 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 collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special 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 established there under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 46 9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. 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 with their EEO obligations. 10. Assurance Required by 49 CFR 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 material breach of this contract, which may result in the termination of this contract or such other remedy as the contracting agency deems appropriate. 11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a 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 opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women; b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non- minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. 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. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. 47 III. NONSEGREGATED FACILITIES This 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, religion, sex, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies 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 waiting 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 provided 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 exceeding $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 "Contract provisions and related matters"with minor revisions to conform to the FHWA-1273 format and FHWA program requirements. 1. 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 48 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(a)(4). 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 officer 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) If 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 Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, 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) In 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 contracting 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 representative, will issue a determination 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. (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.1b.(3) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. 49 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. If 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 of the 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 its own action 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 mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure 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 relating 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 social security number of each such worker, his or her correct classification, 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 section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits 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 evidence 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. 50 b. (1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information 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. Instead the payrolls shall only need to include an individually identifying number for each employee ( e.g. , the last four digits of the employee's social 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. It 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 following: (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 §5.5 (a)(3)(i) 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 indirectly, 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 determination incorporated into the contract. (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 certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 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. If the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, 51 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 guarantee 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 5.12. 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 apprentice 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. In 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 ratios 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. If 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. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, 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 52 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. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination 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. In addition, any trainee 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. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will 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 opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. d. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees 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 IV. 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 trainees to journeymen shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. 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. 53 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 concerning labor standards. Disputes arising 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 firm 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 5.12(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, 18 U.S.C. 1001. V. CONTRACT WORK 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. In 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. In 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 territory, 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$10 for each calendar day on which such individual 54 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 prime 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 section. VI. SUBLETTING 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 without 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-to-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 55 (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 Items" 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 VI 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 officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise 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. VII. SAFETY: ACCIDENT PREVENTION This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. 1. In the performance of this contract 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 it determines, or as the contracting 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. It 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 Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 56 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 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.3704). VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, 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-1022 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: 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, quantity, 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 submitted 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 CONTROLACT This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. 57 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-tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost$25,000 or more — as defined in 2 CFR Parts 180 and 1200. 1. Instructions for Certification— First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. 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 certification 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. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shall provide immediate written notice 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 180 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 prime or 58 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 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 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, Ineligibility 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 is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate 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 (https:flwww.epls.gav/), which is compiled by the General Services Administration. 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 transaction 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; 59 (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. Instructions 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 this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If 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 with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification 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 180 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 60 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, Ineligibility 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 participate 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 (httjs:(/www.epls.00v/), 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 a of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction 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 with which this transaction originated may pursue available remedies, including suspension and/or debarment. x x x x x Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-- Lower Tier Participants: 1. The prospective lower tier participant certifies, 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 certification, such prospective participant shall attach an explanation to this proposal. x x x x x 61 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. If 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 $100,000 and that all such recipients shall certify and disclose accordingly. 62 a W 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 available. 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 collective 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 contractor 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 laborers, 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. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the participant 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 required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. If, 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 forward a certificate to the contractor indicating the unavailability 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 provisions of subparagraph (1 c) above. 5.The provisions of 23 CFR 633.207(e) allow the contracting 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 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on-site work. 63 AMENDMENT REQUIRED CONTRACT PROVISIONS (Exclusive of Appalachian Contracts) FEDERAL-AID CONSTRUCTION CONTRACTS The Federal—Aid provisions are supplemented with the following: XII. Cargo Preference Act 1. U.S. Department of Transportation Federal Highway Administration memorandum dated December 11, 2015 requires that all federal-aid highway programs awarded after February 15, 2016 must comply with the Cargo Preference Act and its regulation of 46 CFR 381.7 (a)-(b). Amendment to Form FHWA 1273 Revised January 25, 2016 64 Proposal for Incorporating Recycled Materials into the Project In 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: a percent. Note: Use of recycled materials is highly encouraged within the limits 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 will become a goal the Contractor should do its best 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: Scarsella Bros,,tw of Authorized Official: Date: June 26, 268 65 This change order form is for example ur oses only. By submitting a bid the bidder a reel to be bound by the terms of this change order form for an change orders. CHANGE ORDER NO. [Enter # 1, 2y 3, etc.] NAME OF CONTRACTOR: Pnserlt Cg many Name ("Contractor") CONTRACT NAME & PROJECT NUMBER: Insert Name of Original Contract & Projectt # ife@.pplicable1 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 I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) .... w Current Contract Amount $ (incl. Previous Change Orders) .................. Current Change Order $ ....,..____,..........................._ ................................ Applicable WSST Tax on this Change $ Order _..._............................................................ .____ Revised Contract Sum $ East Valley Highway Preservation/Inouye 66 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (t) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. ..........._............................ ....._____, .. ....... .......... _ ...— -- CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothv ]. LaPorte, P.E. Its Its Public Works Director (title) (title) DATE: DATE: ...�............................ ...______— APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department East Valley Highway Preservation/Inouye 67 May 30, 2018 Federal Aid Number; STPUL-1073(005) Project Number; 17-3003.2 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......................................El Bid Document Contents.........................................................................................❑ Invitationto Bid....................................................................................................❑ Informationfor Bidders ........................................................................................❑ ContractorCompliance Statement.........................................................................❑ Date............................................................................................................❑ Have/have not participated acknowledgment............................................El Signature and address................................................................................❑ Declaration — City of Kent Equal Employment Opportunity Policy .........................❑ Dateand signature.....................................................................................❑ AdministrativePolicy ............................................................................................❑ Proposal.............................................................................................,.............„......❑ First line of proposal — filled in ...................................................................❑ Unit prices are correct................................................................................❑ Minimumbid prices are correct .......... .......................................................❑ Proposal Signature Page.......................................................................................❑ AllAddenda acknowledged.........................................................................❑ Date, signature and address.......................................................................❑ BidBond Form.......................................................................................................❑ Signature, sealed and dated ..........................................................__..... —. 11 Powerof Attorney ...........................................„..........................................❑ (Amount of bid bond shall equal 5% of the total bid amount) Contractor's Qualification Statement ....................................................................❑ Complete and notarized..............................................................................❑ Certification of Compliance with Wage Payment Statutes.....................................❑ Subcontractor List (contracts over $100K) ..............................................................❑ Subcontractorslisted properly....................................................................❑ Signature....................................................................................................❑ Local Agency Subcontractor List ........................................................ .........................❑ CombinedDeclaration Form..................................................................................❑ Signature....................................................................................................❑ Non-Collusion Declaration.....................................................................................❑ Local Agency Certification for Federal-Aid Contracts.............................................❑ Local Agency Underutilized Disadvantaged Business Enterprise Utilization Certification ..........................................................................................................❑ Local Agency Underutilized Disadvantaged Business Enterprise Written Conformation Document .............................................M....,„.............,......„.............. ❑ Required Contract Provisions Federal-Aid Construction Contracts ........................„'C] Proposal for Incorporating Recycling Materials into the Project .............„.............0 ChangeOrder Form...............................................................................................0 Bidder's Checklist..................................................................................................fd The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. 3) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY C1F KCNT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. East Valley Highway Preservation/Inouye 68 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 CONTRACT DOCUMENTS CONTENTS Contract...............................................................................................69 Performance Bond (272-002A) .................................................. Payment Bond (272-003A)...................................................................... 78 East Valley Highway Preservation/Inouye May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003,2 CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and .. Scarsella Bros Inc. organized under the laws of the State of Wsri,narcn located and doing business at „8404 S. 196th street, Kent,,, WA „ ("Contractor") , WITNESS, In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1 The Contractor shall do all work and furnish all tools, materials, and equipment for: East Valley Highway Preservation — S. 10`h St. to S. 196"h St./Federal Aid Number: ST UIL-1073(005)/Project umber: 17-3003.2 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 2018 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 2018 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 be completed within sixty (60) working days. 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. 2, The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 11 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. Z4 It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Hhll " i f ,I + fi IT? f) Lail � J5 ,. "Porn rl 5I (I, ,I Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdictior7 determine that this contract is subject to RCW 4,24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDU' fRIAI iNSU,R/ANT I;, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER, The provisions of this section shall survive the expiration or termination of this contract 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8 Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities m fi , 11 ,r. 'lira/ 1:3 i CITY OF KENT BY DANA RALPH, MAYOR DAI"(.. ..�.� ... AFT[ T KIMBERL.EY A. 4OMOT0, CI'T sI.ERK APPROVED AAS�TO,FORM: KENT LAW DEPARTMENT CONTRACTOR PRINT No F.. : Bob Scarsella TITLE: vice President _..... ------------_---- ...._...m.... DATE , 7/10t I g East Vallcy Highway Pr e5ervationiinouye 71 May 30 2pra Federal Aid Numher: STPLL-1073(005) Project Number: 17-3003.2 EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. This Contract requires adherence to the APWA insurance standards which is provided below. APWA 1-07.18 Insurance (January 4, 2016 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VI I and licensed to do business in the State of Washington. The City of Kent reserves the right to approve or reject the insurance provided, based on the insurer's financial condition. B. The Contractor shall keep this insurance in force without interruption from the commencement of the Contractor's Work through the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated below. C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims-made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Completion Date or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self-insurance, or self- insured pool coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor's insurance and shall not contribute with it. East Valley Highway Preservation/Inouye 72 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 EXH I B I T A (continued) E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. 1-07.18(2) Additional Insured All insurance policies, with the exception of Workers Compensation, and of Professional Liability and Builder's Risk (if required by this Contract) shall name the following listed entities as additional insured(s) using the forms or endorsements required herein: The Contracting Agency (City of Kent, its officers, elected officials, employees, agents, and volunteers), and Puget Sound Energy. The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1 - 07.18(4) describes limits lower than those maintained by the Contractor. For Commercial General Liability insurance coverage, the required additional insured endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 1-07.18(3) Subcontractors The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor-provided insurance as set forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by Subcontractors. The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. East Valley Highway Preservation/Inouye 73 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 EXH1B1T A (continued) Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence of insurance and copies of the additional insured endorsements of each Subcontractor of every tier as required in 1 -07.18(4) Verification of Coverage. 1-07.18(4) Verification of Coverage The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. Verification of coverage shall include: 1 . An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. 3. Any other amendatory endorsements to show the coverage required herein. 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these requirements — actual endorsements must be submitted. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the work. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Contractor's maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Contracting Agency's recourse to any remedy available at law or in equity. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible or self-insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy's deductibles or self-insured retention, said deductibles or self-insured retention shall be the responsibility of the Contractor. East Valley Highway Preservation/Inouye 74 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003.2 EXH 1 B 1 T A (continued) 1-07.18(5)A Commercial General Liability Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop gap liability, independent contractors, products- completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits: $1 ,000,000 Each Occurrence $2,000,000 General Aggregate $2,000,000 Products & Completed Operations Aggregate $1 ,000,000 Personal & Advertising Injury each offence $1 ,000,000 Stop Gap / Employers' Liability each accident 1-07.18(5)B Automobile Liability Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01 . If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. Such policy must provide the following minimum limit: $1 ,000,000 Combined single limit each accident 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 1-07.18(5)D Excess or Umbrella Liability (January 4, 2016 APVVA GSP) The Contractor shall provide Excess or Umbrella Liability insurance with limits of not less than 2 million each occurrence and annual aggregate. This excess or umbrella liability coverage shall be excess over and as least as broad in coverage as the Contractor's Commercial General and Auto Liability insurance All entities listed under 1 -07.18(2) of these Special Provisions shall be named as additional insureds on the Contractor's Excess or Umbrella Liability insurance policy. East Valley Highway Preservation/Inouye 75 May 30, 2016 Federal Aid Number: STPUL-1073(005) Project Number: 17-3003,2 EMI Bt I T A (continued) This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverages, or any combination thereof that achieves the overall required limits of insurance. East Valley Highway Preservation/Inouye 76 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number: 17-3003.2 I I Client#: 111013 SCARBROSI ACORDM CERTIFICATE OF LIABILITY INSURANCE FFTTE(MM,DD/YYYY) 7/09/2018 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"o"rbe 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). PRODUCER NAME•CONTACT Sharnel Di Vona Propel Insurance PHONE PAX ' -` (rue Nn,E,1 800 499 0933 (Arc Nal 866 577-1326 ......,.. ._ _. Tacoma Commercial Insurance ADDRESS, Sharnel.Divona@propelinsurance.com 1201 Pacific Ave, Suite 1000 -- """' ""' """"" ""'-"""""""' Tacoma,WA 984D2 INSURER(S)AFFORDING COVERAGE NAIC k ........._ .... .. _.._..__.. ... .. .- INSURER A Liberty Mutual Fire Insurance Company 23035 ..........- .. ........ .......... .._ ..._.,..,. .. . ..-......... _ INSURED INSURER B Navigators Specialty Insurance Company 36056 Bros. Inc.PO Bo 6 .Axis Surplus Insurance Company I2662U PO Box 8697 INSURER C r nY---. P -- P--- Seattle,WA 98168-0697 INSURER D Travelers Property Casualty CootAmenca ,.. 25674 INSURER E:Allied World Assurance Company(US)Inc 19489 INSURER F: ,,,,,,,,,,,,,,,,,, COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: IHIS IS TO CERTIFY HIAT THE POLI(,IFS OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURF1) INAMF 1)ABOVE FOU NIE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDIPONOF ANY CONTRACTOR OTHER DOCUMENr WILD RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY HIS POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_ INSP .. MDAL SUBR POiICYEFF POLICY E%P ITR TYPE OF INSURANCE IM,R VIYD POLICY NUMBER MMMIDDNYYY) lyry�{I o/yNMYJ ,LIMITS A X COMMERCIAL GENERAL LIABILITY TB2Z91454734106 5/01/2018 05/01/201( IA(LIrn:CUUR NCI $1,000,000 CLAIMS MADE X OCCUR PR M)t°t!SI' In OOU".i) y $1,000,000 )( BI/PD Ded: $15,000 MED E'P(OF one PeOOn) _ $5.000 rERSCNnL&ADVINJURY _ $1,000,000 GENLAGazeeAFE LIMIT APPLIES PER GENERAL AG(,RFGAIF $2.000.000 _.. 11111v1 XJ)r;cr LOU PRr(Ouc is-c OINProP AGG $2.000.D00 Dl HEIt ..... . _. _._..__..._. _..,.._ ........ ,,,,_..-. ____ __... A AUTOMOBILE LIABILITY AS2Z914547340334038 5/0112018 05/01/201c r"AWNEDSINMIr LIM11LFa u0sl!lgp, " 1,0_0.0,000 X ANY AUTO BODILY INJURY(Per persen)...,s OWNED SCI FOULED BODIIY INJURED(P Id rU AUTOS ONLY All L09 HIRED NON OWNED G'I:fYnF9Y1r C9APAAC,6 X AUTOS ONLY X I ._- AUTOS ONLY PKOF'rlTY X 7AOOO110/13 - 4 — 6 uMBRELLAUAB X OCCUR UR SE18EXC7496231C 5/01/2018 05/01/2015 LACH 1L IJPkFNCF s3.000.000 X EXCESS L-IAUB CLAIMS MADE AGGREGALE s3,000,000 DE .I�,...X.0 RFHNITICINMR/aT mm _ .. WORKERS COMPENSATION II"N ^IIOTH- AND EMPLOYERS LIABILITY YIN WA Stop Gap only: �,:.JAtI1T..� YEK A ANY PROPRIFIORrARTNF13FXECUTIVE� TB2Z91454734108 5/01/201805/0112019 E L EACH AS CIDEN I $1000000 OFF FF IC EIUMEMB E D?EXLLU DE N/A - .- "., ..-. (Mar dowry in NH> I I PrA A`.F I A I Mill Oyl I If 000,000 If ys,dewdbe un0el "" " "'"""" DECRIPTION OF OPERATIONS bd. ELFISFASF POI Ir YI unrr $1,000.000 C Excess Liability ELU793928012018 5/01/2018 05/01/201 $2,000,000(XS of$3mm) D Install Floater QT6605C528273TIL18 5101/2018 05/01/2019 $1,000,000/$1,000 ded E Contr Pollution 103083387 5/01/2017 05/01/201 $3,000,000/$25,000ded DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe aBachetl if more space is required) RE: 17-3003.2 East Valley Highway Preservation-S. 180th St.to S. 196th St.-City of Kent and Puget Sound Energy. Additional Insured Status applies per attached form(s). CERTIFICATE HOLDER CANCELLATION City of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Gowe ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE 1 0e 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD tfS3275476IM3252700 KTROO fhis page has hcen left blank intentionally. POLICYNUMBER: lB2-Z91-45473 4-1 08 COMMERCIAL GENERAL LIABILITY CG 20 10 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILffYCOVERAGE PART A. Section II — Who Is An Insured is amended to 1. All work, including materials, parts or include as an additional insured the person(s) or equipment fumished in connection with such organization(s) shown in the Schedule, but only with work, on the project (other than seNce, respect to liability for "bodily injury', "property maintenance or repairs) to be performed by or damage" or "personal and advertising injury' on behalf of the additional insured(s) at the caused,in whole Orin part, by, location of the covered operations has been 1. Your acts or omissions;or completed;or 2. The acts or omissions of those acting on your 2. That portion of "your work' out of which the behalf, injury or damage arises has been put to its in the performance of your ongoing operations for intended use by any person or organization the additional insured(s) at the location(s) other than another contractor or subcontractor designated above. engaged in performing operations for a principal as a part of the same project However. C. With respect to the insurance afforded to these 1. The insurance afforded to such additional additional insureds, the following is added to insured only applies to the extent permitted by Section III—Limits Of Insurance: aw.and If coverage provided to the additional insured is 2. If coverage provided to the additional insured is required by a contract or agreement, the most we required by a contract or agreement, the will pay on behalf of the additional insured is the insurance afforded to such additional insured will amount of insurance: not be broader than that which you are required 1. Required by the cont act or agreement;or by the contract or agreement to provide for such additional insured. 2. Available under the applicable Limits of B. With respect to the insurance afforded to these Insurance shown in theDeclaralJons; additional insureds, the following additional whichever is less. exclusions apply: This endorsement shall not increase the This insurance does not apply to "bodily injury' or applicable Limits of Insurance shown in the "property damage"occurring after: Declarations. SCHEDULE Name Of Additional Insured Person(s) Location(s) Of Covered Operations Or Organization(s): Any person or organization whom you become All locations as required by a written contract or obligated to include as an additional insured as a result agreement or permitentered into prior to a loss of arty written contact or agreementyou have entered occurring. into, provided no other specific additional insured endorsements apply to such additional insured under this policy prior to a loss occurring. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. CG 20 10 04 13 ©Insurance Services Office, Inc.,2012 Page 1 of 1 POLICYNUMBER: TB2-Z91-454734-108 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILI YCOVERAGE PART A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the persons) or additional insureds, the following is added to organization(s) shown in the Schedule, but only Section III—Limits Of Insurance: with respell to liability for "bodily injury' or If coverage provided to the additional insured is "property damage" caused, in whole or in part, by required by a contract or agreement, the most we "your work" at the location designated and will pay on behalf of the additional insured is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and included in the"products-completed operations hazard". 1. Required by the contractor agreement;or However. 2. Available under the applicable Limits of 1. The insurance afforded to such additional Insurance shown in the Declarations; insured only applies to the a dent permitted by whichever is less. law;and This endorsement shall rat increase the applicable 2. If coverage provided to the additional insured is Limits of Insurance shown in the Declarations. required by a contract or agreement, the insurance afforded to such additional insured will rat be broader than that which you are required by the contract or agreement to provide for such additional insured. SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location And Description Of Completed Operations Any person or organization whom you become All locations as required by written contract or obligated to include as an additional insured as a result agreement or permit entered into prior to a loss of any written contract or agreement or permit you have occurring. entered into prior to a loss occurring,provided no other specific additional insured endorsements apply to such additional insured under this policy. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. CG 20 37 04 13 0 Insurance Services Office, Inc.,2012 Page 1 of 1 Policy Number TB2-Z91-4547 3 4-1 0 8 Issued by Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY ENHANCEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Index of modified items: Item 1. Reasonable Force ttem 2. Non-Owned Watercraft Extension Rem 3. Damage To Premises Rented To You—Expanded Coverage Rem 4. Bodily Injury To Co-Employees Rem S. Health Care Professionals As Insureds Rem 6. Knowledge Of Occurrence Or Offense Rem 7. Notice Of Occurrence Or Offense Rem 8. Unintentional Failure To Disclose Rem 9. Bodily Injury Redefined Rem 10. Supplementary Payments—Increased Limits Rem 11. Property In Your Care,Custody Or Control Rem 12. Mobile Equipment Redefined Rem 13. Newly Formed Or Acquired Entities Rem 14. Waiver Of Right Of Recovery By Written Contract Or Agreement Rem 15. Contractual Liability—Railroads Rem 1. Reasonable Force Exclusion a,of Section I—Coverage A—Bodily InjuryAnd Property Damage Liability is replaced bythe fallowing: 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. Rem 2. Non-Owned Watercraft Extension Paragraph (2) of Exclusion g. of Section I-Coverage A—Bodily Injury And Property Damage Liability is replaced by the following; (2) A watercraft you do not own that is: (a) Less than 55 feet long;and (b) Not being used to carry persons or property for a charge; Rem 3. Damage To Premises Rented To You—Expanded Coverage A. The final paragraph of 2. Exclusions of Section I—Coverage A— Bodily Injury Arid Property Damage Liability is replaced by the following: LC 04 43 01 17 C 2016 Liberty Mutual Insurance Page 1 of 6 Includes copyrighted material of Insurance Services office,Inc.,with its permission. Exclusions c. through n. do not apply to damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III—Limits Of Insurance. B. Paragraph 6.of 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 any one premises, while rented to you, or in the case of damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. The Damage To Premises Rented To You Limit is the greater of: a. $300,000;or b. The Damage To Premises Rented To You Limit shown on the Declarations. C. Paragraph 9.a.of the definition of"insured contract"in Section V—Definitions is replaced by the following: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies arty person or organization for damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner is not an"insured contract; D. The paragraph immediately following Paragraph (6) of Exclusion j. of Section I — Coverage A— Bodily Injury And Property Damage Liability is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do rat apply to "property damage" (other than damage by fire. lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage) to premises, including the contents of such premises, rented to you for a period of seven or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III—Limits of Insurance. i Item 4. Bodily Injury To Co-Employees A. Paragraph 2.of Section ll—Who Is An Insured is amended to include: Each of the following is also an insured: Your "employees" (other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability comparry)) or"volunteer workers" are insureds while in the course of their employment or while performing duties related to the conduct of your business with respect to"bodily injury': (1) To you; (2) To your partners or members(if you are a partnership orjointventure); (3) To your members(if you are a limited liability comparry);or (4) To a co-"employee" or "volunteer worker" while that co-"employee" or "volunteer worker" is either in the course of his or her employment by you or while performing duties related to the conduct of your business (including participation in arty recreational activities sponsored by you). Paragraph 2.a.(1)(a) of Section II — Who Is An Insured does not apply to "bodily injury' for which insurance is provided bythis paragraph. LC 04 43 01 17 0 2016 Liberty Mutual Insurance Page 2 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. B. The insurance provided by this item 4.for "bodily injury' to a co-"employee" or"volunteer worker" will not apply if the injured co-"employee's" or "volunteer worker's" sole remedy for such injury is provided under a workers' compensation law or any similar law. C. Other Insurance The insurance provided by this Item 4. is excess over arty other valid and collectible insurance available to the insured, whether primary,excess,contingent or on any other basis. Item S. Health Care Professionals As Insureds A. Paragraph 2.a.(1)(d)of Section II—Who is An Insured is replaced by the following: (d) Arising out of his or her providing or failure to provide professional health care services. However, any "employee" or"volunteer worker" of the Named Insured who is acting as a Good Samaritan in response to a public or medical emergency or who is a "designated health care provider" is an insured with respect to "bodily injury'and"personal and advertising injury'that (i) Arises out of the providing of or failure to provide professional health care services;and (ii) Occurs in the course of and within the scope of such "employee's" or"volunteer worker's" employment by the Named Insured. B. With respect to "employees" and "volunteer workers" providing professional health care services, the following exclusions are added to Paragraph 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability and Paragraph 2. Exclusions of Section I — Coverage B — Personal And Advertising Injury Liability. This insurance does not applyto: (1) Liability assumed under an"insured contract'or anyothercontractoragreement: I (2) Liability arising out of the providing of professional health care services in violation of law; (3) Liability arising out of the providing of any professional health care services while in any degree under the influence of into>dcants or narcotics; i (4) Liability arising out of any dishonest,fraudulent,malicious or knowingly wrongful actor failure to act;or (5) Punitive or exemplary damages,fines or penalties. i C. The following definition is added to Section V—Definitions: "Designated health care provider" means arty "employee" or "volunteer worker" of the Named Insured whose duties include providing professional health care services, including but rat limited to doctors, nurses, emergency medical technicians or designated first aid personnel. D. Other Insurance The insurance provided by this Rem 5. is excess over any other valid and collectible insurance available to the insured, whether primary,excess,contingent oron any other basis. Item 6. Knowledge Of Occurrence Or Offense Knowledge of an "occurrence" or offense by your agent, servant or"employee" will not in itself constitute knowledge by you unless your "executive officer" or "employee" designated by you to ratify us of an "occurrence" or offense has knowledge ofthe "occurrence"or offense. LC 04 43 01 17 m 2016 Liberty Mutual Insurance Page 3 of 6 Includes copyrighted material of hisurance Services Office,Inc.,with its permission. I Item 7. Notice Of Occurrence Or Offense For purposes of Paragraph 2.a. of Section N — Commercial General Liability Conditions, you refers to your "executive officer'or "employee"that you have designated to give us notice. Item 8. Unintentional Failure To Disclose Unintentional failure of the Named Insured to disclose all hazards existing at the inception of this policy shall not be a basis for denial of any coverage afforded by this policy. However, you must report such an error or omission to us as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. Rem 9. Bodily Injury Redefined The definition of"bodily injury'in Section V—Definitions is replaced by the following: "Bodilyinjury'means: a. Bodily injury, sickness or disease sustained by a person, including death resulting from arty of these at any time; and I b. Mental anguish, shock or humiliation arising out of injury as defined in Paragraph a. above. Mental anguish means anytype of mental or emotional illness or distress. Rem 10. Supplementary Payments—Increased Limits Paragraphs 1.b, and 1.d. of Section I — Supplementary Payments — Coverages A And B are replaced by the following: b. Up to $3,000 for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which Bodily Injury Liability Coverage applies. We do not have to furnish these bonds, f d. All reasonable expenses incurred by the insured at our request to assist in the investigation or defense of the claim or"suit", including actual toss of earnings up to$So0 a day because of time off from work. Rem 11. Property In Your Care,Custody Or Control i A. Paragraphs (3) and (4) of Exclusion j, of Section I— Coverage A—Bodily Injury And Property Damage Liability are deleted. B. Additional Exclusion Coverage provided bythis endorsement does not applyto"property damage"to propertywhile in transit. C. Limits of Insurance Subject to Paragraphs 2., 3., and 5. of Section III — Limits Of Insurance, the most we will pay for insurance provided by Paragraph A.above is: $10,000 Each Occurrence Limit $75,000 Aggregate Limit The Each Occurrence Limit for this coverage applies to all damages as a result of any one "occurrence" regardless of the number of persons or organizations who sustain damage because of that"occurrence". LC 04 43 01 17 m 2016 Liberty Mutual Insurance Page 4 of 6 Includes copyrighted material of Insurance Services Office,6c.,with its permission. The Aggregate Limit is the most we will pay for the sum of all damages under this Item 11. D. Other Insurance This insurance does not apply to any portion of a loss for which the insured has available arty other valid and collectible insurance, whether primary, excess, contingent, or on any other basis, unless such other insurance was specifically purchased by the insured to apply in excess of this policy. Rem 12. Mobile Equipment Redefined The definition of"mobile equipment"in Section V—Definitions is amended to include self-propelled vehicles with permanently attached equipment less than 1000 pounds gross vehicle weight that are primarily designed for: (1) Snow removal; (2) Road maintenance,but not construction or resurfacing;or (3) Street cleaning. Item 13. Newly Formed Or Acquired Entities A. Paragraph 3,of Section II—Who is An Insured is replaced by the following: 3. Any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain majority ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However. a. Coverage underthis provision is afforded onlyuntil: (1) The 180th day after you acquire or form the organization; (2) Separate coverage is purchased for the organization;or (3) The end of the policypedod whichever is earlier, b. Section I—Coverage A—Bodily Injury And Property Damage Liability does not apply to "bodily injury' or "property damage"that occurred before you acquired orformed the organization;and c. Section I — Coverage B — Personal And Advertising Injury Liability does not apply to "personal and advertising injury'arising out of an offense committed before you acquired or formed the organization. B. The insurance afforded to arty organization as a Named Insured under this hem 13. does not apply if a Broad Form Named Insured endorsement attached to this policy applies to that organization. Item 14. Waiver Of Right Of Recovery By Written Contract Or Agreement The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Commercial General Liability Conditions: We waive arry right of recovery because of payments we make under this policy for injury or damage arising out of your ongoing operations or "your work" included in the "products-completed operations hazard" that we may have against any person or organization with whom you have agreed in a written contract or agreement to waive your rights of recovery but only if the "bodily injury' or "property damage" occurs, or offense giving rise to "personal and advertisinginjury'is committed subsequent tothe execution of the written contract or agreement. LC 04 43 01 17 0 2016 Liberty Mutual Insurance Page S of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. ftem15. Contractual Liability—Railroads Paragraph 9, of Section V—Definitions is replaced by the following; 9. "Insured contract'means: 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 or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b. A sidetrack agreement c. Anyeasemertor license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality, e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for"bodily injury' or"property damage" to a third person or organization. Tort liability fmeans a liability that would be imposed bylaw inthe absence of any contract or agreement. Paragraph f.does not include that part of any contractor agreement: (1) That indemnifies an architect,engineer or surveyor forinjuryordamagearisingoutof i (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys,field orders, change orders or drawings and specifications;or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failing to render professional services, including those listed in Paragraph(1)above and supervisory, inspection,architectural or engineering activities. I I LC 04 43 01 17 m 2016 Liberty Mutual krurance Page 6 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Policy Number TB2-Z91-45473 4-1 08 Issued by Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, OTHER INSURANCE AMENDMENT—SCHEDULED ADDITIONAL INSURED This endorsement modifies insurance provided under the following: f COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILrfYCOVERAGE PART If you are obligated under a written agreement to provide liability insurance on a primary, excess, cor-dngenL or any other basis for any person or organization shown in the Schedule of this endorsement that qualifies as an additional insured on this policy, this policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV - Conditions Will not apply. If the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section N - Conditions will govern. However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured by attachment of an endorsement to another policy providing coverage for the same"occurrence",clalm or"suit'. Schedule 1 Person or Organization: As required by written contract or agreement entered into prior to loss. I LC 24 20 0213 ®2013 Liberty Mutual Insurance.All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. This page has been left blank intentionally„ POLICY NUMBER: AS2-Z91454734-038 COMvERCIALAUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: I AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless '.... modified by the endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form, SCHEDULE Name Of Person(s)Or Organization(s). Refer to Designated Insured Schedule -- .T..._............... Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualfies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II - Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I - Covered Autos Coverages of the Auto Dealers Coverage Form CA 20 48 1013 0 Insurance Services Office. Inc., 2011 Page 1 of 1 Policy Number AS2-Z91-454734-038 DESIGNATED INSURED SCHEDULE Applicable to: CA 20 48 02 99, CA 20 48 10 13, MM 99 50 10 13 Name of Person(s) or Organization(s) Any person or organization whom you agreed in writing as an additional insured, but only for the coverage and minimum limits of insurance required by the written agreement, and in no event to exceed either the scope of coverage or the limits of insurance provided in this policy. i I i ACS 20 05 10 13 B 0 2013 Liberty Mutual Insurance. All rights reserved, Page 1 of 1 Policy Number: AS2-Z91-4 54 734-03 6 Issued by: Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED -NONCONTRIBUTING This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIERS COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds' under the Who Is An Insured Provision of the Coverage Form_ This endorsement does not alter coverage provided in the Coverage form. Schedule Name of Person(s) or Organizations(s): Any person ororganization whom, you agreed in writing as an additional insured, but only for the coverage and.. minimum limits of insurance required by the written agreement, and in no event to exceed either the scope of coverage or the l..imits of insurance provided in this policy. WRegarding Designated Contractor Project: Each person or organization shown in the Schedule of this endorsement is an -insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. The following is added to the Other Insurance Condition: If you have agreed in a written agreement that this policy will be primary and without right of contribution from any insurance in force for an Additional Insured for liability arising out of your operations, and the agreement was executed prior to the "bodily injury" or 'property damage", then this insurance will be primary and we will not seek contribution from such insurance. i AC 84 23 08 11 ©2010, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 'Ibis page liar been lell blank inlenlionally. Policy Number AS2-Z91-454734-038 Issued by Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, AUTO ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. Newly Acquired or Formed Organizations IL Employees as Insureds III. Lessor-Additional Insured and Loss Payee IV. Supplementary Payments- Increased Limits V. Fellow Employee Coverage VI. Personal Property of Others VII. Additional Transportation Expense and Cost to Recover Stolen Auto VIII. Airbag Coverage X. Tapes, Records and Discs Coverage X. Physical Damage Deductible -Single Deductible XI. Physical Damage Deductible-Glass XII. Physical Damage Deductible-Vehicle Tracking System XIII. Duties in Event of Accident, Claim, Suit or Loss XIV. Unintentional Failure to Disclose Hazards XV. Worldwide Liability Coverage- Hired and Nonowned Autos XVI. Hired Auto Physical Damage XVII. Auto Medical Payments Coverage Increased Limits XVIII. Drive Other Car Coverage - Broadened Coverage for Designated Individuals XIX. Rental Reimbursement Coverage XX. Notice of Cancellation or Nonrenewal XXI. Loanit-ease Payoff Coverage XXII. Limited Mexico Coverage XXIII. Waiver of Subrogation I. NEWLY ACQUIRED OR FORMED ORGANIZATIONS Throughout this policy, the words "you" and "your" also refer to any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain ownership of more than 50 percent interest, provided: A. There is no similar insurance available to that organization; B. Unless you notify us to add coverage to your policy, the coverage under this provision is afforded only until:: 1. The 90th day after you acquire or form the organization; or 2. The end of the policy period, whichever is earlier; and C. The coverage does not apply to an "accident' which occurred before you acquired or formed the organization. AC 84 07 11 17 O 2017 Liberty Mutual Insurance Page 1 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. It. EMPLOYEES AS INSUREDS Paragraph A.I.Who Is An Insured of SECTION 11 - COVERED AUTOS LIABILITY COVERAGE is amended to add the following: Your "employee' is an "insured" while using with your permission a covered "auto' you do not own, hire or borrow in your business or your personal affairs. III. LESSOR-ADDITIONAL INSURED AND LOSS PAYEE A. Any"leased auto'will be considered an"auto'you own and not an"auto'you hire or borrow.The coverages provided under this section apply to any 'leased auto' until the expiration date of this policy or until the lessor or his or her agent takes possession of the "leased auto'whichever occurs first. B. For any 'leased auto' that is a covered "auto' under SECTION II - COVERED AUTOS LIABILITY COVERAGE, Paragraph A.1.Who Is An Insured provision is changed to include as an "insured"the lessor of the "leased auto'. However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by: 1. You. 2. Any of your"employees' or agents; or 3. Any person, except the lessor or any"employee' or agent of the lessor, operating a "leased auto'with the permission of any of the above. C. Loss Payee Clause 1. We will pay, as interests may appear, you and the lessor of the "leased auto'for 'loss'to the covered 'leased auto'. 2. The insurance covers the interest of the lessor of the 'leased auto' unless the 'loss' results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor of a 'leased auto', we will obtain his or her rights against any other party. D. Cancellation 1. If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2. If you cancel the policy, we will mail notice to the lessor. 3. Cancellation ends this agreement. E. The lessor is not liable for payment of your premiums, F. For purposes of this endorsement, the following definitions apply: "Leased auto"means an "auto'which you lease for a period of six months or longer far use in your business, including any "temporary substitute' of such 'leased auto'. "Temporary substitute" means an "auto' that is furnished as a substitute for a covered "auto' when the covered "auto' is out of service because of its breakdown, repair, servicing, 'loss" or destruction. AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 2 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission, IV. SUPPLEMENTARY PAYMENTS - INCREASED LIMITS Subparagraphs A.2.a.(2) and A.2.a.(4) of SECTION II - COVERED AUTOS LIABILITY COVERAGE are deleted and replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses Incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. V. FELLOW EMPLOYEE COVERAGE A. Exclusion B.5. of SECTION II- COVERED AUTOS LIABILITY COVERAGE does not apply. B. For the purpose of Fellow Employee Coverage only, Paragraph B.5. of SECTION IV - BUSINESS AUTO CONDITIONS is changed as follows: This Fellow Employee Coverage is excess over any other collectible insurance. VI. PERSONAL PROPERTY OF OTHERS Exclusion 6. in SECTION II - COVERED AUTOS LIABILITY COVERAGE for a covered "auto" is amended to add the following: This exclusion does not apply to "property damage" or "covered pollution cost or expense" involving "personal property" of your "employees" or others while such property is carried by the covered "auto". The Limit of Insurance for this coverage is $5,000 per"accident". Payment under this coverage does not increase the Limit oflnsurance. For the purpose of this section of this endorsement, "personal property" is defined as any property that is not used in the individual's trade or business or held for the production or collection of income. VIL ADDITIONAL TRANSPORTATION EXPENSE AND COST TO RECOVER STOLEN AUTO A. Paragraph A.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows: The amount we will pay is increased to $50 per day and to a maximum limit of$1,000. B. Paragraph AA.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: If your business is shown in the Declarations as something other than an auto dealership, we will also pay up to$1,000 for reasonable and necessary costs incurred by you to return a stolen covered "auto"from the place where it is recovered to its usual garaging location. Vill. AIRBAG COVERAGE Exclusion B.3.a. in SECTION III -PHYSICAL DAMAGE COVERAGE is amended to add the following; This exclusion does not apply to the accidental discharge of an airbag. IX. TAPES, RECORDS AND DISCS COVERAGE Exclusion BA.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: a. Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment except when the tapes, records, discs or other similar audio, visual or data electronic devices: AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 3 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. (1) Are your property or that of a family member; and (2) Are in a covered "auto" at the time of"loss". The most we will pay for "loss" is $200. No Physical Damage Coverage deductible applies to this coverage. X. PHYSICAL DAMAGE DEDUCTIBLE-SINGLE DEDUCTIBLE Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage deductible shown in the Declarations does not apply to "loss"caused by fire or lightning. When two or more covered "autos" sustain "loss" in the same collision, the total of all the "loss" for all the involved covered "autos" will be reduced by a single deductible, which will be the largest of all the deductibles applying to all such covered "autos". XI. PHYSICAL DAMAGE DEDUCTIBLE—GLASS Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: No deductible applies to "loss"to glass if you elect to patch or repair it rather than replace it. XII. PHYSICAL DAMAGE DEDUCTIBLE -VEHICLE TRACKING SYSTEM Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add: Any Comprehensive Coverage 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 positioning device and that device was the method of recovery of the vehicle. XIII. DUTIES IN EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS Subparagraphs A.2.a. and A.2.b. of SECTION IV- BUSINESS AUTO CONDITIONS are changed to: a, In the event of"accident", claim, "suit"or"loss", your insurance manager or any other person you designate must notify us as soon as reasonably possible of such "accident", claim, "suit" or"loss". Such notice must include: (1) How, when and where the "accident"or"loss" occurred; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. Knowledge of an "accident", claim, "suit" or "loss" by your agent, servant or "employee" shall not be considered knowledge by you unless you, your insurance manager or any other person you designate has received notice of the "accident", claim, "suit" or"loss" from your agent, servant or "employee". b. Additionally, you and any other involved "insured" must: (1) Assume no obligation, make no payment or incur no expense without our consent, except at the "insured's" own cost. AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 4 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (2) Immediately send us copies of any request, demand, order, notice, summons or legal paper received concerning the claim or "suit". (3) Cooperate with us in the investigation or settlement of the claim or defense against the "suit". (4) Authorize us to obtain medical records or other pertinent information. (5) Submit to examination, at our expense, by physicians of our choice, as often as we reasonably require. XIV. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph B.2. in SECTION IV- BUSINESS AUTO CONDITIONS is amended to add the following: Any unintentional failure to disclose all exposures or hazards existing as of the effective date of the Business Auto Coverage Form or at any time during the policy period will not invalidate or adversely affect the coverage for such exposure or hazard. However, you must report the undisclosed exposure or hazard to us as soon as reasonably possible after its discovery. XV. WORLDWIDE LIABILITY COVERAGE- HIRED AND NONOWNED AUTOS Condition B.7. in SECTION IV - BUSINESS AUTO CONDITIONS is amended to add the following: For "accidents" resulting from the use or operation of covered "autos" you do not own, the coverage territory means all parts of the world subject to the following provisions: a. If claim is made or"suit"is brought against an "insured"outside of the United States of America, its territories and possessions, Puerto Rico and Canada, we shall have the right, but not the duty to investigate, negotiate, and settle or defend such claim or"suit". If we do not exercise that right, the "insured" shall have the duty to investigate, negotiate, and settle or defend the claim or "suit" and we will reimburse the "insured" for the expenses reasonably incurred in connection with the investigation, settlement or defense. Reimbursement will be paid in the currency of the United States of America at the rate of exchange prevailing on the date of reimbursement. The "insured" shall provide us with such information we shall reasonably request regarding such claim or "suit" and its investigation, negotiation, and settlement or defense. The "insured" shall not agree to any settlement of the claim or "suit" without our consent. We shall not unreasonably withhold consent. b. We are not licensed to write insurance outside of the United States of America, its territories or possessions, Puerto Rico and Canada. We will not furnish certificates of insurance or other evidence of insurance you may need for the purpose of complying with the laws of other countries relating to auto insurance. Failure to comply with the auto insurance laws of other countries may result in fines or penalties. This insurance does not apply to such fines or penalties. XVI. HIRED AUTO PHYSICAL DAMAGE If no deductibles are shown in the Declarations for Physical Damage Coverage for Hired or Borrowed Autos, the following will apply: A. We will pay for "loss" under Comprehensive and Collision coverages to a covered "auto" of the private passenger type hired without an operator for use in your business: AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 5 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. 1. The most we will pay for coverage afforded by this endorsement is the lesser of: a. The actual cost to repair or replace such covered "auto"with other property of like kind and quality; or b. The actual cash value of such covered "auto" at the time of the "loss". 2. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total "loss". 3. If a repair or replacement results in better than like kind or quality, we will not pay for the amount of the betterment. B. For each covered "auto", our obligation to pay for, repair, return or replace the covered "auto" will be reduced by any deductible shown in the Declarations that applies to private passenger "autos" that you own. If no applicable deductible is shown in the Declarations, the deductible will be$250. If the Declarations show other deductibles for Physical Damage Coverages for Hired or Borrowed Autos, this Section XVI of this endorsement does not apply. C. Paragraph AA.b. of SECTION III - PHYSICAL DAMAGE COVERAGE is replaced by the following: b. Loss of Use Expenses For Hired Auto Physical Damage provided by this endorsement, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a private passenger vehicle rented or hired without a driver, under a written rental contract or agreement.We will pay for loss of use expenses caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for any covered "auto"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay under this coverage is $30 per day, subject to a maximum of$900. XVII. AUTO MEDICAL PAYMENTS COVERAGE - INCREASED LIMITS For any covered "loss", the Limit of Insurance for Auto Medical Payments will be double the limit shown in the Declarations if the "insured"was wearing a seat belt at the time of the "accident". This is the maximum amount we will pay for all covered medical expenses, regardless of the number of covered "autos", "insureds", premiums paid, claims made, or vehicles involved in the "accident". If no limit of insurance for Auto Medical Payments is shown on the Declarations, this paragraph Section XVII of this endorsement does not apply. XVIII. DRIVE OTHER CAR COVERAGE - BROADENED COVERAGE FOR DESIGNATED INDIVIDUALS A. This endorsement amends only those coverages indicated with an "X" in the Drive Other Car section of the Schedule to this endorsement. B. SECTION II -COVERED AUTOS LIABILITY COVERAGE is amended as follows: 1. Any "auto"you don't own, hire or borrow is a covered "auto"for Liability Coverage while being used by any individual named in the Drive Other Car section of the Schedule to this endorsement or by his or her spouse while a resident of the same household except: AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 6 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. a. Any"auto" owned by that individual or by any member of his or her household; or b. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". 2. The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her spouse, while a resident of the same household, are "insureds" while using any covered "auto" described in Paragraph B.1. of this endorsement. C. Auto Medical Payments, Uninsured Motorist, and Underinsured Motorist Coverages are amended as follows- The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her "family members"are"insured"while"occupying"or while a pedestrian when struck by any"auto"you don't own except: Any "auto" owned by that individual or by any"family member". D. SECTION III - PHYSICAL DAMAGE COVERAGE is changed as follows: Any private passenger type "auto" you don't own, hire or borrow is a covered "auto" while in the care, custody or control of any individual named in the Drive Other Car section of the Schedule to this endorsement or his or her spouse while a resident of the same household except: 1. Any"auto" owned by that individual or by any member of his or her household; or 2. Any"auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". E. For purposes of this endorsement, SECTION V- DEFINITIONS is amended to add the following: "Family member" means a person related to the individual named in the Drive Other Car section of the Schedule to this endorsement by blood, marriage or adoption who is a resident of the individual's household, including a ward or foster child. XIX. RENTAL REIMBURSEMENT COVERAGE A. For any owned covered "auto"for which Collision and Comprehensive Coverages are provided, we will pay for rental reimbursement expenses incurred by you for the rental of an"auto"because of a covered physical damage "loss" to an owned covered "auto". Such payment applies in addition to the otherwise applicable amount of physical damage coverage you have on a covered "auto". No deductibles apply to this coverage. B. We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss" and ending with the earlier of the return or repair of the covered "auto", or the exhaustion of the coverage limit. C. Our payment is limited to the lesser of the following amounts: 1. Necessary and actual expenses incurred; or 2. $30 per day with a maximum of$900 in anyone period. AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 7 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission, D. This coverage does not apply: 1. While there are spare or reserve "autos"available to you for your operations; or 2. If coverage is provided by another endorsement attached to this policy. E. If a covered "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 for under Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE of the Business Auto Coverage Form or Section VII of this endorsement. XX.NOTICE OF CANCELLATION OR NONRENEWAL A. Paragraph A.2. of the COMMON POLICY CONDITIONS is changed to: 2. We may cancel or non-renew this policy by mailing written notice of cancellation or non-renewal to the Named Insured, and to any name(s) and address(es) shown in the Cancellation and Non-renewal Schedule: a. For reasons of non-payment,the greater of: (1) 10 days, or (2) The number of days specified in any other Cancellation Condition attached to this policy; or b. For reasons other than non-payment, the greater of: (1) 60 days; (2) The number of days shown in the Cancellation and Non-renewal Schedule; or (3) The number of days specified in any other Cancellation Condition attached to this policy, prior to the effective date of the cancellation or non-renewal. B. All other terms of Paragraph A. of the COMMON POLICY CONDITIONS, and any amendments thereto, remain in full force and effect. XXI. LOAN/LEASE PAYOFF COVERAGE The following is added to Paragraph C. Limits Of Insurance of SECTION III - PHYSICAL DAMAGE COVERAGE: In the event of a total "loss" to a covered "auto" of the private passenger type shown in the schedule or declarations for which Collision and Comprehensive Coverage apply, we will pay any unpaid amount due on the lease or loan for that covered "auto', less: 1. The amount paid under the PHYSICAL DAMAGE COVERAGE SECTION of the policy; and 2. Any: a. Overdue lease/loan payments at the time of the "loss"; b. Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage, c. Security deposits not returned by the lessor; d. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 8 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. e. Carry-over balances from previous loans or leases. This coverage is limited to a maximum of$1,500 for each covered "auto'. XXII.LIMITED MEXICO COVERAGE ................._ ...... ....... ....._ ....... .... WARNING AUTO ACCIDENTS IN MEXICO ARE SUBJECT TO THE LAWS OF MEXICO ONLY- NOT THE LAWS OF THE UNITED STATES OF AMERICA.THE REPUBLIC OF MEXICO CONSIDERS ANY AUTO ACCIDENT A CRIMINAL OFFENSE AS WELL AS A CIVIL MATTER. IN SOME CASES THE COVERAGE PROVIDED UNDER THIS ENDORSEMENT MAY NOT BE RECOGNIZED BY THE MEXICAN AUTHORITIES AND WE MAY NOT BE ALLOWED TO IMPLEMENT THIS COVERAGE AT ALL IN MEXICO, YOU SHOULD CONSIDER PURCHASING AUTO COVERAGE FROM A LICENSED MEXICAN INSURANCE COMPANY BEFORE DRIVING INTO MEXICO. THIS ENDORSEMENT DOES NOT APPLY TO ACCIDENTS OR LOSSES WHICH OCCUR BEYOND 25 MILES FROM THE BOUNDARY OF THE UNITED STATES OF AMERICA. A. Coverage 1. Paragraph B.7. of SECTION IV- BUSINESS AUTO CONDITIONS is amended by the addition of the following: The coverage territory is extended to include Mexico but only if all of the following criteria are met: a. The "accidents'or"loss'occurs within 25 miles of the United States border, and b. While on a trip into Mexico for 10 days or less. 2. For coverage provided by this section of the endorsement, Paragraph B.5. Other Insurance in SECTION IV - BUSINESS AUTO CONDITIONS is replaced by the following: The insurance provided by this endorsement will be excess over any other collectible insurance. B. Physical Damage Coverage is amended by the addition of the following: If a "loss' to a covered "auto' occurs in Mexico, we will pay for such "loss" in the United States. If the covered "auto' must be repaired in Mexico in order to be driven, we will not pay more than the actual cash value of such "loss" at the nearest United States point where the repairs can be made. C. Additional Exclusions The following additional exclusions are added: This insurance does not apply: 1. If the covered "auto" is not principally garaged and principally used in the United States. 2. To any"insured"who is not a resident of the United States. XXIII. WAIVER OF SUBROGATION Paragraph A.5.in SECTION IV-BUSINESS AUTO CONDITIONS does not applyto any person or organization where the Named Insured has agreed, by written contract executed prior to the date of "accident", to waive rights of recovery against such person or organization. AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 9 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Schedule Premium Liability Included Physical Damage Included Total Premium Included XVIII. Drive Other Car LIAB MP UM UIM COMP COLL Name of Individual Not Applicable XX. Notice of Cancellation or Nonrenewal Name and Address Number of Days 30 AC 84 07 11 17 ©2017 Liberty Mutual Insurance Page 10 of 10 Includes copyrighted material of Insurance Services Office, Inc.,with its permission„ Local Agency Performance Bond PERFORMANCE BOND to [City of Kent or County], WA Bond No. 023207698 i The rCity of Kent - _.. CounBY1,Washington ([City or Countyp,)has awarded to Scarsella Bros.Inc__(Principal), a contract for the.construction of the project designated as 4nMt VIlloy 13ighwuy prmgcay.,Pro]ect No. s�rvtn, 1073ggo4 p. in [locati lriivashington(Contract),and said Principal Is required to furnish a hand for performance of all obligations under the Contract. Liberty Mutual The Principal,and Insurance Company__ (Surety), a corporation, organized under the laws of the State of Massachusetts _ and licensed to do business in the State of Washington as surety and named in the current list of"Surety Companies Acceptable in_ Federal Bonds' as published In the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept., are jointly and severally held and firmly bound to the [City or County], in the sum of Two Million Two Hundred Forty Seven Thousand ' US — Dollars( 2 the— provisions 247,843.75 - _ )Total Contract Amount,subject to herein. Eight Hundred FortyThree and 75/100ths This statutory performance bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall well and faithfully perform all of the Principal's obligations under the Contract and fulfill all terms and conditions of all duly authorized modifications, additions, and changes to said Contract that may hereafter be made, at the time and in the manner therein specified; and if such performance obligations have not been fulfilled, this bond shall remain in force and effect. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract,the specifications accompanying the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on this bond, and waives notice of any charge, extension of time, alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be execUtod in two(2)original noun eril and shall be signed by the parties'duly authorized officers.This bond will only be accepted if it' accomp niedi a f ly cured and original power of attorney for the office executing on behalf of the surety. PRINCIPAL'" c ell ros... SuRf' 'X Liberty)vPutual to Company ,. 7/10/2018 Primmal Signature Date Surety,S'i, nie bate � i �� Bob Scarsella 7110/2018 Cynthia L..fay 7/10/2018 Printed Name Date Printed Name Date Vice President Attorney-in-Fact Title Title Name, address, and telephone of Iucal office/agent of Surety Company is: Liberty Mutual Insurance Company 1001 Fourth Avenue, Suite 3700 Seattle, WA 98154 206-473-3633 Approved as to form: [City or County]Attorney, [City of Kent or County] Date COT Farm 272-002A EF 0612012 77 Local Agency Payment Bond - Highway Construction PUBLIC WORKS PAYMENT BOND to [City of Kent or County], WA Bond No. 023207698 The IC itv of Kent _ _or County], Washington ([City or County])has awarded to C (Prinei al a contract for the construction of the project designated as Fria valley FlipEa++�ay 11%s rr,Project ScarselYa BE5]5 Inc. ��]] Na 4TI'M-1077 005 , In [looat1 T i ashington (Contract), and said Principal is required under the terms of that Contract to furnish a payment bond in accord with Title 39.08 Revised Code of Washington (RCW)and(where applicable)60.28 RCW, Liberty Mutual The Principal and Insurance Company (Surety), a corporation organized under the laws of the State of Massachusetts and licensed to do business in the State of Washington as surety and named in the current list of"Surety Companies Acceptable in Federal Bonds"as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S.Treasury Dept., are jointly and severally held and firmly bound to the[City or County], in the sum o` Two Million Two Hundred Forty Seven Thousand" US Dollars 1 2 247 83.75 _ _ )Total Contract Amount, subject to the provisions herein. *Eight Hundred Forty Three&75/100ths This statutory payment band shall become null and void, if and when the Principal, its heirs, executors,administrators, successors, or assigns shall pay all persons in accordance with RCW 39.08,39.12, and 60.28 including all workers, laborers, mechanics, subcontractors, and materialmen, and all person who shall supply such contractor or subcontractor with provisions and supplies for the carrying on of such work, and all taxes incurred on said Contract under Titles 50 and 51 RCW and all taxes imposed on the Principal under Title 82 RCW;and if such payment obligations have not been fulfilled, this bond shall remain in full force and effect. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract,or to the work to be performed under the Contract shall in any way affect its obligation on this bond, and waives notice of any changes, extension of time, alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be exec Led in two (2)original counterparts,and shall be signed by the parties'duly authorized officers.This bond will only be accepted if i s aecompa y a fu e puked and original power of attorney for the office executing on behalf of the surety. PRINCIPAL. ' sell ro5. SU Y Liberty utual Insuran JCompany /'77,,.a1 Print al Signature Date Sure, S nature Date .Bob Scaxsella 7/10/2018 Cynthia L. Jay 7/10/2018 Printed Name Date Printed Name Date Vice _Preyide_nt_ Attorney-in-Fact Title Title Name, address, and telephone of local office/agent of Surety Company is: Liberty Mutual Insurance Company 1001 Fourth Avenue, Suite 3700 Seattle, WA 98154 206-473-3633 Approved as to form: [City or County]Attorney, [City of Kent or County] Date DOT Form 272-003A EF M2012 78 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to hind the Company except in the manner and to the extent herein stated. Certificate No, 8038978 ................ Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS,That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the Slate of New Hampshire, [hat Liberty Mutttal Insurance Company is a corporation duly organized under the Jews of the Stale of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called nee"I:ol'mpkVo'IEeS"i,pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Hesill L.AllarciJarrignues l&Braderi 8_croadcrn K.Busla;Iceberg.Cafrfort Carley F_sptrtiu,Uiafee M.HprcSin„gc,Broni..I HeLesen"I J.How ULCynkhna L. Jay Allceon A.Keftner Chdsto Mer Kiny_+on;Jamie L.Marques;Mary So Nowell;.Ian J. Ofa; Artrlehes M. Richta Karen C.Swanson;Julie R.Trull Eric A-Zimmerman all of the city of„Tacoma state of WA each nuBuYduaity If there he rerouted and named,its true and lawful attorney-m-factto make,exeatte seal acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,hands recogn'ioances and other surety ohligarinis,In pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNV?'sS W19EI'YBUF,ipnis Rrawnn of hlpxruanap has femora auUaaYd>nd by an autlrteexad adli'rr@r or nlficlaL+9X ttlrcr Q;Irnropanias snrrW IYte.wrpturetm;3esrls of Area Cuhmrfinaurers Rrreve he ai9"sxea7 tl'uircciulhia__141h_dafof -mancal'I 2018 to "0 The ty iefM Casualty once Co Company �' Liberty Mutual Insurance Company qi West byaplealcalt Insurance Company u r � � n J ic act N �- .... B A m I' r STATE OF PENNSYLVANIA _ COUNTY OF MCNTGOM RY as David M.Carey;:jt,ywinCaur;rl Secretary mxf va 3 ___ 2018 beFfe me personally appeared David O Oy On lets 14th day of Marctt p y pp id M. Carey,who acknovdedged himself to be the Assistant Secretary of Liberty INumal Insurance p I,. U N Company,The Ohio Casualty Company, and West American Insurance Company, and that he., as such, being authorized se to do, execute the foregoing Instrument for the purposes 9+to p 3 therein contained by signing on behalf of the corperallonS by himself as a duly auInofized officer. LU m E > IN WITNESS WHEREOF,I have hereunto subscribed my name and axed my notarial seal at King of Pmssia,Pennsylvania,on the dray and year first above writheenn(,�q O Ord @^✓4w� COMMONWs u'Cxl'(�SPENNS'�VANJA (/ef ya PP la ��ffola� Alob O m M r)r PV r r 6iai b rr, yis. 'p-, ,r f or mci.,is BY: .t- ,,,,, M Yuµ O m C ad Power of Attorney Is made and executed pursuan[�Kn sand by authority of me following By-laws and Authonzalione of The Ohio Casualty Insurance Company, Liberty Mrdual N p, Insurance Company, Company g � I y,and Wesl American Insuranes Com an which reaUl Wiens are now in full force and erfael roadie as follows: r'0' izaN w6li m Q) ARTICLE IV-OFFICERS-Section 12,PowerofAhorney,Any officer or other official of the Corporation authorized for that purpose In writing by the Chairman offer,President and subject O C to such limitation as the Chairman or the President may prescribe,shall appoint such alto Ineys--in-fact,as may be necessary to act in behalf of the Corporation to make,execute seal, O acknowledge and deliver re surely any and all undertakings,bends,recogn'icarces and other surely obligations, Such altorneys-ini subject to the limitations setforth In their respective T3 E y- powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so a) 00 m executed,such'instruments shall be as binding as If signed bathe President and attested to by tits Secretary Any poweror authority granted to any representative or attorney-in-fact under 7� t_ the provisions of this acidic may be revoked at any time by the Board,the Chairman,the Presidentor by the officer or officers granting such power or authority d . y N OfC ARTICLE%ill-Execution of Contracts-SECTIONS.Surely Bonds and Undertakings.Any officer of the Company authorizes forthat purpose In writing by the chairman or the president, E�' n and subject to such limitations as the chairman of the president may prescribe,shall appoint such attorneys In-fact,as may be necessary to act in behalf of he Company to make,crevice, M O j seal,acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such atiorn rysin-fact subject to the lirni'afion;set forth in their m Z la respective powers of attorney,shall have full gowerto bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company When so U c executed such instruments shall be as binding as If signed by the president arid attested by the secretary- O eo Certificate of Designation-The President of the Company,acting pursuant to the bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys'm- F� fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognlzances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,too Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company wherever appearing upon a certified copy of any power of attorney Issued by the Company In connection with surety bands,shall be valid and binding upon the Ccmpany with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Cars Casualty Insurance Company, Liberty Mutual Insurance Company, and Rath Ant Insurance Company do hereby certify that tire original power of attorney of which the foregoing Is a full, Orua and Ceased onvy of ilia power of Alenney expr:rrted by c,luf Companies, is in full force and effect and has not been revoked. y 'i It, IN TESTIMONY WHEREOF.I have hereunto set my hand and effused the seals or aard Companies phis / dalyoth 4"'"""" f ,20, d C3 n n�ri5 sfl;1 � 31J v Its r Q 'ta�l 'L1 1 Jw: ReneeQ tl4ws ,HsiSlant Secretary 386 of 400 I-MS IJ;A 3 Woolly I AMENDMENTS TO THE STANDARD SPECIFICATIONS CONTENTS PAGE Introduction .......................................................................... ..............AMD-1 1-02 Bid Procedures and Conditions.—,......... ........ ............. .....AMD-1 1 -03 Award and Execution of Contract .................. ........................AMD-2 1 -05 Control of Work ..................................................................AMD-3 1-06 Control of Material .......................................... ....................AMD-3 1-07 Legal Relations and Responsibilities to the Public......„..............AMD-5 1-08 Prosecution and Progress ................ .. .... ......... .....................AMD-8 1 -09 Measurement and Payment ..,......... ..,..AMD-9 2-02 Removal of Structures and Obstructions—............ ...... . .. ..AMD-9 2-09 Structure Excavation ......................... .... ..... ..... ....................AMD-9 3-01 Production from Quarry and Pit Sites .....................................AMD-10 4-04 Ballast and Crushed Surfacing ..............................................AMD-10 5-01 Cement Concrete Pavement Rehabilitation ...................... .......AMD-10 5-04 Hot Mix Asphalt ............................... .... ..... .........................AMD-10 5-05 Cement Concrete Pavement .............................................. ...AMD-14 6-01 General Requirements for Structures . ....................................AMD-15 6-02 Concrete Structures ........................ ............................ ........AMD-15 6-05 Piling ..................................................... .. ................ ..... ...AMD-19 6-07 Painting.............................................. .AMD-19 6-08 Bituminous Surfacing on Structure Decks ...........---.......... ....AMD-19 6-09 Modified Concrete Overlays ...................... ........................ ....AMD-19 6-10 Concrete Barrier ............................ ..... ................................AMD-23 6-11 Reinforced Concrete Walls .... ....................AMD-23 6-12 Noise Barrier Walls........................... .... ..............................AMD-24 6-13 Structural Earth Walls .................... .... .......,....,.......,...AMD-24 6-14 Geosynthetic Retaining Walls................................................AMD-24 6-16 Soldier Pile and Soldier Pile Tieback Walls ..............................AMD-24 6-18 Shotcrete Facing,....... ............. .............. ......AMD-24 6-19 Shafts .......................................................... .....................AMD-25 7-02 Culverts ................................. ................. .........................AMD-25 7-08 General Pipe Installation Requirements ..................................AMD-26 8-01 Erosion Control and Water Pollution Control............................AMD-26 East Valley Highway Preservation/Inouye May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 AMENDMENTS TO THE STANDARD SPECIFICATIONS CONTENTS PAGE 8-02 Roadside Restoration...........................................................AMD-40 8-04 Curbs, Gutters, and Spillways..................................... ..........AMD-40 8-06 Cement Concrete Driveway Entrances....................................AMD-40 8-07 Curbs, Gutters, and Spillways...............................................AMD-41 8-11 Guardrail ...........................................................................AMD-41 8-14 Cement Concrete Sidewalks .................................................AMD-42 8-16 Concrete Slope Protection ....................................................AMD-42 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical........................................................AMD-42 8-21 Permanent Signing..............................................................AMD-43 9-02 Bituminous Materials ...........................................................AMD-43 9-03 Aggregates ........................................................................AMD-45 9-04 Joint and Crack Sealing Materials ..........................................AMD-47 9-05 Drainage Structures and Culverts..........................................AMD-47 9-06 Structural Steel and Related Materials ...................................AMD-48 9-07 Reinforcing Steel .... ...................... ..... .......... ...... ......... ........AMD-49 9-08 Paints and Related Materials.................................................AMD-49 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion And Scour Protection and Rock Walls .....................................AMD-49 9-14 Erosion Control and Roadside Planting ...................................AMD-50 9-16 Fence and Guardrail ............................................................AMD-50 9-18 Precast Traffic Curb.............................................................AMD-51 9-20 Concrete Patching Material, Grout, and Mortar ........................AMD-51 9-21 Raised Pavement Markers ....................................................AMD-51 9-26 Epoxy Resins......................................................................AMD-52 9-28 Signing Materials and Fabrication ..........................................AMD-52 9-29 Illumination, Signal, Electrical...............................................AMD-53 9-34 Pavement Marking Material ..................................................AMD-57 East Valley Highway Preservation/Inouye May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 1 INTRO.AP1 2 INTRODUCTION 3 The following Amendments and Special Provisions shall be used in conjunction with the 4 2018 Standard Specifications for Road, Bridge, and Municipal Construction. 5 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS 7 8 The following Amendments to the Standard Specifications are made a part of this contract 9 and supersede any conflicting provisions of the Standard Specifications. For informational 10 purposes, the date following each Amendment title indicates the implementation date of the 11 Amendment or the latest date of revision. 12 13 Each Amendment contains all current revisions to the applicable section of the Standard 14 Specifications and may include references which do not apply to this particular project. 15 16 1-02.AP1 17 Section 1-02, Bid Procedures and Conditions 18 April 2, 2018 19 1-02.4(1) General 20 This section is supplemented with the following: 21 22 Prospective Bidders are advised that the Contracting Agency may include a partially 23 completed Washington State Department of Ecology (Ecology) Transfer of Coverage 24 (Ecology Form ECY 020-87a) for the Construction Stormwater General Permit 25 (CSWGP) as part of the Bid Documents. When the Contracting Agency requires the 26 transfer of coverage of the CSWGP to the Contractor, an informational copy of the 27 Transfer of Coverage and the associated CSWGP will be included in the appendices 28 As a condition of Section 1-03.3, the Contractor is required to complete sections I, III, 29 and VIII of the Transfer of Coverage and return the form to the Contracting Agency, 30 31 The Contracting Agency is responsible for compliance with the CSWGP until the end of 32 day that the Contract is executed. Beginning on the day after the Contract is executed, 33 the Contractor shall assume complete legal responsibility for compliance with the 34 CSWGP and full implementation of all conditions of the CSWGP as they apply to the 35 Contract Work. 36 37 1-02.5 Proposal Forms 38 The first sentence of the first paragraph is revised to read: 39 40 At the request of a Bidder, the Contracting Agency will provide a physical Proposal 41 Form for any project on which the Bidder is eligible to Bid. 42 43 1-02.6 Preparation of Proposal 44 Item number 1 of the second paragraph is revised to read: 45 46 1. A unit price for each item (omitting digits more than two places to the right of the 47 decimal point), 48 49 In the third sentence of the fourth paragraph, "WSDOT Form 422-031" is revised to read 50 °WSDOT Form 422-031 U". AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 1 1 2 The following is inserted after the third sentence of the fourth paragraph: 3 4 Bidders shall submit a UDBE Broker Agreement documenting the fees or commissions 5 charged by the Broker for any Broker listed on the UDBE Utilization Certification in 6 accordance with the Special Provisions. Bidders shall submit a completed UDBE 7 Trucking Credit Form for each UDBE Trucking firm listed on the UDBE Utilization 8 Certification in accordance with the Special Provisions. WSDOT Form 272-058 is 9 available for this purpose. 10 11'' The following new paragraph is inserted before the last paragraph:. 12 13 The Bidder shall submit with their Bid a completed Contractor Certification Wage Law 14 Compliance form (WSDOT Form 272-009). Failure to return this certification as part of 15 the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. A 16 Contractor Certification of Wage Law Compliance form is included in the Proposal 17 Forms. 18 19 1-02.13 Irregular Proposals 20 Item 1(h) is revised to read: 21 22 h. The Bidder fails to submit Underutilized Disadvantaged Business Enterprise Good 23 Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the 24 documentation that is submitted fails to demonstrate that a Good Faith Effort to 25 meet the Condition of Award was made; 26 27 Item 1(i) is revised to read the following three items: 28 29 L The Bidder fails to submit an Underutilized Disadvantaged Business Enterprise 30 Trucking Credit Form, if applicable, as required in Section 1-02.6, or if the Form 31 that is submitted fails to meet the requirements of the Special Provisions; 32 33 1. The Bidder fails to submit an Underutilized Disadvantaged Business Enterprise 34 Broker Agreement, if applicable, as required in Section 1-02.6, or if the 35 documentation that is submitted fails to demonstrate that the fee/commission is 36 reasonable as determined by the Contracting Agency; or 37 38 k. The Bid Proposal does not constitute a definite and unqualified offer to meet the 39 material terms of the Bid invitation. 40 41 1-03.AP1 42 Section 1-03, Award and Execution of Contract 43 January 2, 2018 44 1-03.3 Execution of Contract 45 The first paragraph is revised to read: 46 47 Within 20 calendar days after the Award date, the successful Bidder shall return the 48 signed Contracting Agency-prepared Contract, an insurance certification as required by 49 Section 1-07.18, a satisfactory bond as required by law and Section 1-03.4, the Transfer 50 of Coverage form for the Construction Stormwater General Permit with sections I, III, AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4/2118 AMD - 2 1 and VIII completed when provided, and shall be registered as a contractor in the state of 2 Washington. 3 4 1-03.5 Failure to Execute Contract 5 The first sentence is revised to read: 6 7 Failure to return the insurance certification and bond with the signed Contract as 8 required in Section 1-03.3, or failure to provide Disadvantaged, Minority or Women's 9 Business Enterprise information if required in the Contract, or failure or refusal to sign 10 the Contract, or failure to register as a contractor in the state of Washington, or failure to 11 return the completed Transfer of Coverage for the Construction Stormwater General 12 Permit to the Contracting Agency when provided shall result in forfeiture of the proposal 13 bond or deposit of this Bidder. 14 15 1-05.AP1 16 Section 1-05, Control of Work 17 April 2, 2018 18 1-05.9 Equipment 19 The following new paragraph is inserted before the first paragraph: 20 21 Prior to mobilizing equipment on site, the Contractor shall thoroughly remove all loose 22 dirt and vegetative debris from drive mechanisms, wheels, tires, tracks, buckets and 23 undercarriage. The Engineer will reject equipment from the site until it returns clean. 24 25 This section is supplemented with the following: 26 27 Upon completion of the Work, the Contractor shall completely remove all loose dirt and 28 vegetative debris from equipment before removing it from the job site. 29 30 1-06.AP1 31 Section 1-06, Control of Material 32 January 2, 2018 33 1-06.1(3) Aggregate Source Approval (ASA) Database 34 This section is supplemented with the following: 35 36 Regardless of status of the source, whether listed or not listed in the ASA database the 37 source owner may be asked to provide testing results for toxicity in accordance with 38 Section 9-03.21(1). 39 40 1-06.2(2)D Quality Level Analysis 41 This section is supplemented with the following new subsection: 42 43 1-06.2(2)D5 Quality Level Calculation — HMA Compaction 44 The procedures for determining the quality level and pay factor for HMA compaction are 45 as follows: 46 47 1. Determine the arithmetic mean, Xn,, for compaction of the lot: 48 AMENDMENTS TO THE 2818 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 3 1 X = 1x 17 2 3 Where: 4 x = individual compaction test values for each sublet in the lot. 5 Yx = summation of individual compaction test values 6 n = total number test values 7 8 2. Compute the sample standard deviation, "S", for each constituent: 9 w 10 S= n(n—t� 11 12 Where: 13 yX2= summation of the squares of individual compaction test values 14 (yx)2 = summation of the individual compaction test values squared 15 16 3. Compute the lower quality index (QL): 17 18 Q _ X„ —LSL S 19 20 Where: 21 LSL = 91.5 22 23 4. Determine PL (the percent within the lower Specification limit which 24 corresponds to a given Qj from Table 1. For negative values of QL, PL is equal 25 to 100 minus the table PL. If the value of QL does not correspond exactly to a 26 figure in the table, use the next higher value. 27 28 5. Determine the quality level (the total percent within Specification limits): 29 30 Quality Level = PL 31 32 6. Using the quality level from step 5, determine the composite pay factor (CPF) 33 from Table 2. 34 35 7. If the CPF determined from step 6 is 1.00 or greater: use that CPF for the 36 compaction lot; however, the maximum HMA compaction CPF using an LSL = 37 91.5 shall be 1.05. 38 39 8. If the CPF from step 6 is not 1.00 or greater: repeat steps 3 through 6 using an 40 LSL = 91.0. The value thus determined shall be the HMA compaction CPF for 41 that lot; however, the maximum HMA compaction CPF using an LSL = 91.00 42 shall be 1.00. 43 44 1-06.2(2)D4 Quality Level Calculation 45 The first paragraph (excluding the numbered list) is revised to read: 46 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 4 1 The procedures for determining the quality level and pay factors for a material, other 2 than HMA compaction, are as follows: 3 4 1-07.AP1 5 Section 1-07, Legal Relations and Responsibilities to the Public 6 April 2, 2018 7 1-07.5 Environmental Regulations 8 This section is supplemented with the following new subsections: 9 10 1-07.5(5) U.S. Army Corps of Engineers 11 When temporary fills are permitted, the Contractor shall remove fills in their entirety and 12 the affected areas returned to pre-construction elevations. 13 14 If a U.S. Army Corps of Engineers permit is noted in Section 1-07.6 of the Special 15 Provisions, the Contractor shall retain a copy of the permit or the verification letter (in 16 the case of a Nationwide Permit) on the worksite for the life of the Contract. The 17 Contractor shall provide copies of the permit or verification letter to all subcontractors 18 involved with the authorized work prior to their commencement of any work in waters of 19 the U.S. 20 21 1-07.5(6) U.S. FishMildlife Services and National Marine Fisheries Service 22 The Contracting Agency will provide fish exclusion and handling services if the Work 23 dictates. However, if the Contractor discovers any fish stranded by the project and a 24 Contracting Agency biologist is not available, they shall immediately release the fish into 25 a flowing stream or open water. 26 27 1-07.5(1) General 28 The first sentence is deleted and replaced with the following: 29 30 No Work shall occur within areas under the jurisdiction of resource agencies unless 31 authorized in the Contract. 32 33 The third paragraph is deleted. 34 35 1-07.5(2) State Department of Fish and Wildlife 36 This section is revised to read: 37 38 In doing the Work, the Contractor shall: 39 40 1. Not degrade water in a way that would harm fish, wildlife, or their habitat. 41 42 2. Not place materials below or remove them from the ordinary high water line 43 except as may be specified in the Contract. 44 45 3. Not allow equipment to enter waters of the State except as specified in the 46 Contract. 47 48 4. Revegetate in accordance with the Plans, unless the Special Provisions permit 49 otherwise. 50 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412/18 AMD - 5 1 5. Prevent any fish-threatening silt buildup on the bed or bottom of any body of 2 water. 3 4 6. Ensure continuous stream flow downstream of the Work area. 5 6 7. Dispose of any project debris by removal, burning, or placement above high- 7 water flows. 8 9 8. Immediately notify the Engineer and stop all work causing impacts, if at any 10 time, as a result of project activities, fish are observed in distress or a fish kill 11 occurs. 12 13 If the Work in (1) through (3) above differs little from what the Contract requires, the 14 Contracting Agency will measure and pay for it at unit Contract prices. But if Contract 15 items do not cover those areas, the Contracting Agency will pay pursuant to Section 1- 16 09.4. Work in (4) through (8) above shall be incidental to Contract pay items. 17 18 1-07.5(3) State Department of Ecology 19 This section is revised to read: 20 21 In doing the Work, the Contractor shall: 22 23 1. Comply with Washington State Water Quality Standards. 24 25 2. Perform Work in such a manner that all materials and substances not 26 specifically identified in the Contract documents to be placed in the water do 27 not enter waters of the State, including wetlands. These include, but are not 28 limited to, petroleum products, hydraulic fluid, fresh concrete, concrete 29 wastewater, process wastewater, slurry materials and waste from shaft drilling, 30 sediments, sediment-laden water, chemicals, paint, solvents, or other toxic or 31 deleterious materials. 32 33 3. Use equipment that is free of external petroleum-based products. 34 35 4. Remove accumulations of soil and debris from drive mechanisms (wheels, 36 tracks, tires) and undercarriage of equipment prior to using equipment below 37 the ordinary high water line. 38 39 5. Clean loose dirt and debris from all materials placed below the ordinary high 40 water line. No materials shall be placed below the ordinary high water line 41 without the Engineer's concurrence. 42 43 6. When a violation of the Construction Stormwater General Permit (CSWGP) 44 occurs, immediately notify the Engineer and fill out WSDOT Form 422-011, 45 Contractor ECAP Report, and submit the form to the Engineer within 48 hours 46 of the violation. 47 48 7. Once Physical Completion has been given, prepare a Notice of Termination 49 (Ecology Form ECY 020-87) and submit the Notice of Termination 50 electronically to the Engineer in a PDF format a minimum of 7 calendar days 51 prior to submitting the Notice of Termination to Ecology. 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 6 1 8. Transfer the CSWGP coverage to the Contracting Agency when Physical 2 Completion has been given and the Engineer has determined that the project 3 site is not stabilized from erosion. 4 5 9. Submit copies of all correspondence with Ecology electronically to the 6 Engineer in a PDF format within four calendar days. 7 8 1-07.5(4) Air Quality 9 This section is revised to read: 10 11 The Contractor shall comply with all regional clean air authority and/or State 12 Department of Ecology rules and regulations. 13 14 The air quality permit process may include additional State Environment Policy Act 15 (SEPA) requirements. Contractors shall contact the appropriate regional air pollution 16 control authority well in advance of beginning Work. 17 18 When the Work includes demolition or renovation of any existing facility or structure that 19 contains Asbestos Containing Material (ACM) and/or Presumed Asbestos-Containing 20 Material (PACM), the Contractor shall comply with the National Emission Standards for 21 Hazardous Air Pollutants (NESHAP). 22 23 Any requirements included in Federal and State regulations regarding air quality that 24 applies to the `owner or operator" shall be the responsibility of the Contractor. 25 26 1-07.7(1) General 27 The first sentence of the third paragraph is revised to read: 28 29 When the Contractor moves equipment or materials on or over Structures, culverts or 30 pipes, the Contractor may operate equipment with only the load-limit restrictions in 31 Section 1-07.7(2). 32 33 The first sentence of the last paragraph is revised to read: 34 35 Unit prices shall cover all costs for operating over Structures, culverts and pipes. 36 37 1-07.9(2) Posting Notices 38 The second sentence of the first paragraph (up until the colon) is revised to read: 39 40 The Contractor shall ensure the most current edition of the following are posted: 41 42 In items 1 through 10, the revision dates are deleted. 43 44 1-07.11(2) Contractual Requirements 45 In this section, "creed" is revised to read 'religion". 46 47 Item numbers 1 through 9 are revised to read 2 through 10, respectively. 48 49 After the preceding Amendment is applied, the following new item number 1 is inserted: 50 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4/2118 AMD - 7 1 1. The Contractor shall maintain a Work site that is free of harassment, humiliation, 2 fear, hostility and intimidation at all times. Behaviors that violate this requirement 3 include but are not limited to: 4 5 a. Persistent conduct that is offensive and unwelcome. 6 7 b. Conduct that is considered to be hazing. 8 9 c. Jokes about race, gender, or sexuality that are offensive. 10 11 d. Unwelcome, unwanted, rude or offensive conduct or advances of a sexual 12 nature which interferes with a person's ability to perform their job or creates an 13 intimidating, hostile, or offensive work environment. 14 15 e. Language or conduct that is offensive, threatening, intimidating or hostile 16 based on race, gender, or sexual orientation. 17 18 f. Repeating rumors about individuals in the Work Site that are considered to be 19 harassing or harmful to the individual's reputation. 20 21 1-07.11(5) Sanctions 22 This section is supplemented with the following: 23 24 Immediately upon the Engineer's request, the Contractor shall remove from the Work 25 site any employee engaging in behaviors that promote harassment, humiliation, fear or 26 intimidation including but not limited to those described in these specifications. 27 28 1-07.11(6) Incorporation of Provisions 29 The first sentence is revised to read: 30 31 The Contractor shall include the provisions of Section 1-07.11(2) Contractual 32 Requirements (1) through (5) and the Section 1-07.11(5) Sanctions in every subcontract 33 including procurement of materials and leases of equipment. 34 35 1-07.18 Public Liability and Property Damage Insurance 36 Item number 1 is supplemented with the following new sentence: 37 38 This policy shall be kept in force from the execution date of the Contract until the 39 Physical Completion Date. 40 41 1-08.AP1 42 Section 1-08, Prosecution and Progress 43 January 2, 2018 44 1-08.5 Time for Completion 45 Item number 2 of the sixth paragraph is supplemented with the following: 46 47 f. A copy of the Notice of Termination sent to the Washington State Department of 48 Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the 49 Notice of Termination by Ecology; and no rejection of the Notice of Termination by 50 Ecology. This requirement will not apply if the Construction Stormwater General AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 8 1 Permit is transferred back to the Contracting Agency in accordance with Section 8- 2 01.3(16). 3 4 1-08.7 Maintenance During Suspension 5 The fifth paragraph is revised to read: 6 7 The Contractor shall protect and maintain all other Work in areas not used by traffic. All 8 costs associated with protecting and maintaining such Work shall be the responsibility 9 of the Contractor. 10 11 1-09.AP1 12 Section 1-09, Measurement and Payment 13 April 2, 2018 14 1-09.2(2) Specific Requirements for Batching Scales 15 The last sentence of the first paragraph is revised to read: 16 17 Batching scales used for concrete or hot mix asphalt shall not be used for batching 18 other materials. 19 20 2-02.AP2 21 Section 2-02, Removal of Structures and Obstructions 22 April 2, 2018 23 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 24 In item number 3 of the first paragraph, the second sentence is revised to read: 25 26 For concrete pavement removal, a second vertical full depth relief saw cut offset 12 to 27 18 inches from and parallel to the initial saw cut is also required, unless the Engineer 28 allows otherwise. 29 30 2-09.AP2 31 Section 2-09, Structure Excavation 32 April 2, 2018 33 2-09.2 Materials 34 In the first paragraph, the references to "Portland Cement" and "Aggregates for Portland 35 Cement Concrete" are revised to read: 36 37 Cement 9-01 38 Fine Aggregate for Concrete 9-03.1(2) 39 40 2-09.3(3)D Shoring and Cofferdams 41 The first sentence of the sixth paragraph is revised to read: 42 43 Structural shoring and cofferdams shall be designed for conditions stated in this Section 44 using methods shown in Division I Section 5 of the AASHTO Standard Specifications for 45 Highway Bridges Seventeenth Edition —2002 for allowable stress design, or the 46 AASHTO LRFD Bridge Design Specifications for load and resistance factor design. 47 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 9 1 3-01.AP3 2 Section 3-01, Production from Quarry and Pit Sites 3 April 2, 2018 4 3-01.1 Description 5 The first paragraph is revised to read: 6 7 This Work shall consist of manufacturing and producing crushed and screened 8 aggregates including pit run aggregates of the kind, quality, and grading specified for 9 use in the construction of concrete, hot mix asphalt, crushed surfacing, maintenance 10 rock, ballast, gravel base, gravel backfill, gravel borrow, riprap, and bituminous surface 11 treatments of all descriptions. 12 13 4-04.AP4 14 Section 4-04, Ballast and Crushed Surfacing 15 April 2, 2018 16 4-04.3(5) Shaping and Compaction 17 This section is supplemented with the following new paragraph: 18 19 When using 100% Recycled Concrete Aggregate, the Contractor may submit a written 20 request to use a test point evaluation for compaction acceptance testing in lieu of 21 compacting to 95% of the standard density as determined by the requirements of 22 Section 2-03.3(14)D. The test point evaluation shall be performed in accordance with 23 SOP 738. 24 25 5-01.AP5 26 Section 5-01, Cement Concrete Pavement Rehabilitation 27 April 2, 2018 28 5-01.3(4) Replace Cement Concrete Panel 29 The last sentence of the fourth to last paragraph is revised to read: 30 31 If the replacement panel is located in an area that will be ground as part of concrete 32 pavement grinding in accordance with Section 5-01.3(9), the surface smoothness shall 33 be measured, by the Contractor, in conjunction with the smoothness measurement 34 done in accordance with Section 5-01.3(10). 35 36 5-04.AP5 37 Section 5-04, Hot Mix Asphalt 38 April 2, 2018 39 5-04.1 Description 40 The last sentence of the first paragraph is revised to read: 41 42 The manufacture of HMA may include additives or processes that reduce the optimum 43 mixing temperature (Warm Mix Asphalt) or serve as a compaction aid in accordance 44 with these Specifications. 45 46 5-04.2 Materials 47 The reference to "Warm Mix Asphalt Additive" is revised to read "HMA Additive". AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 10 1 2 5-04.2(1) How to Get an HMA Mix Design on the QPL 3 The last bullet in the first paragraph is revised to read: 4 5 Do not include HMA additives that reduce the optimum mixing temperature or serve 6 as a compaction aid when developing a mix design or submitting a mix design for 7 QPL evaluation. The use of HMA additives is not part of the process for obtaining 8 approval for listing a mix design on the QPL. Refer to Section 5-04.2 2 B. PP 9 9 9 10 In the table, VSDOT Standard Practice QC-8" is revised to read VSDOT Standard 11 Practice QC-8 located in the WSDOT Materials Manual M 46-01". 12 13 5-04.2(1)C Mix Design Resubmittal for QPL Approval 14 Item number 3 of the first paragraph is revised to read: 15 16 3. Changes in modifiers used in the asphalt binder. 17 18 5-04.2(2)B Using Warm Mix Asphalt Processes 19 This section, including title, is revised to read: 20 21 5-04.2(2)B Using HMAAdditives 22 The Contractor may, at the Contractor's discretion, elect to use additives that reduce the 23 optimum mixing temperature or serve as a compaction aid for producing HMA. Additives 24 include organic additives, chemical additives and foaming processes. The use of 25 Additives is subject to the following: 26 27 Do not use additives that reduce the mixing temperature in accordance with 28 Section 5-04.3(6) in the production of High RAP/Any RAS mixtures. 29 30 Before using additives, obtain the Engineer's approval using WSDOT Form 31 350-076 to describe the proposed additive and process. 32 33 5-04.3(3)A Mixing Plant 34 In item number 5 of the first paragraph, "WSDOT T 168" is revised to read "FOP for 35 AASHTO T 168". 36 37 5-04.3(4) Preparation of Existing Paved Surfaces 38 The first sentence of the fourth paragraph is revised to read: 39 40 Unless otherwise allowed by the Engineer, use cationic emulsified asphalt CSS-1, CSS- 41 1 h, or Performance Graded (PG) asphalt for tack coat. 42 43 5-04.3(6) Mixing 44 The first paragraph is revised to read: 45 46 The asphalt supplier shall introduce recycling agent and anti-stripping additive, in the 47 amount designated on the QPL for the mix design, into the asphalt binder prior to 48 shipment to the asphalt mixing plant. 49 50 The seventh paragraph is revised to read: 51 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 11 1 Upon discharge from the mixer, ensure that the temperature of the HMA does not 2 exceed the optimum mixing temperature shown on the accepted Mix Design Report by 3 more than 25°F, or as allowed by the Engineer. When an additive is included in the 4 manufacture of HMA, do not heat the additive (at any stage of production including in 5 binder storage tanks) to a temperature higher than the maximum recommended by the 6 manufacturer of the additive. 7 8 5-04.3(7) Spreading and Finishing 9 The last row of the table is revised to read: 10 inch 0.25 feet 0.30 feet 11 12 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 13 The following new paragraph is inserted after the first paragraph: 14 15 The Contracting Agency's combined aggregate bulk specific gravity (Gsb) blend as 16 shown on the HMA Mix Design will be used for VMA calculations until the Contractor 17 submits a written request for a Gsb test. The new Gsb will be used in the VMA 18 calculations for HMA from the date the Engineer receives the written request for a Gsb 19 retest. The Contractor may request aggregate specific gravity (Gsb) testing be 20 performed by the Contracting Agency twice per project. The Gsb blend of the combined 21 stockpiles will be used to calculate voids in mineral aggregate (VMA) of any HMA 22 produced after the new Gsb is determined. 23 24 5-04.3(9)A1 Test Section — When Required, When to Stop 25 The following new row is inserted after the second row in Table 9: 26 VMA Minimum PF, of 0.95 None based on the criteria in Section 5-04.3(9)B42 27 28 5-04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test Section 29 In Table 9a, the test property "Gradation, Asphalt Binder, and Ve" is revised to read 30 "Gradation, Asphalt Binder, VMA, and V." 31 32 5-04.3(9)B3 Mixture Statistical Evaluation —Acceptance Testing 33 In Table 11, W." is revised to read "VMA and Va" 34 35 5-04.3(9)B5 Mixture Statistical Evaluation — Composite Pay Factors (CPF) 36 The following new row is inserted above the last row in Table 12: 37 Voids in Mineral Aggregate 2 (VMA) 38 39 5-04.3(9)B7 Mixture Statistical Evaluation — Retests 40 The second to last sentence is revised to read: 41 42 The sample will be tested for a complete gradation analysis, asphalt binder content, 43 VMA and V., and the results of the retest will be used for the acceptance of the HMA 44 mixture in place of the original mixture sublot sample test results. 45 AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS BOOK Revised: 401E AMD - 12 1 5-04.3(10)C1 HMA Compaction Statistical Evaluation — Lots and Sublots 2 The bulleted item in the fourth paragraph is revised to read: 3 4 For a compaction lot in progress with a compaction CPF less than 0.75 using an 5 LSL = 91.0, a new compaction lot will begin at the Contractor's request after the 6 Engineer is satisfied that material conforming to the Specifications can be 7 produced. See also Section 5-04.3(11)F. 8 9 5-04.3(10)C2 HMA Compaction Statistical Evaluation — Acceptance Testing 10 In the table, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO T 355". 11 12 5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments 13 In the first paragraph, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for 14 AASHTO T 355°. 15 16 The first sentence in the second paragraph is revised to read: 17 18 For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not 19 meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in 20 accordance with Section 1-06.2(2)D5 to determine the appropriate Composite Pay 21 Factor (CPF). 22 23 The last two paragraphs are revised to read: 24 25 Determine the Compaction Price Adjustment (CPA) from the table below, selecting the 26 equation for CPA that corresponds to the value of CPF determined above. 27 Calculating HMA Compaction Price Adiustment (CPA) Value of CPF Equation for Calculating CPA When CPF > 1.00 CPA= [0.80 x (CPF — 1.00)] x Q x UP When CPF = 1.00 CPA= $0 When CPF < 1.0 _ CPA= [0.40 x (CPF — 1.00)] x Q x UP 28 29 Where 30 CPA = Compaction Price Adjustment for the compaction lot ($) 31 CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) 32 Q = Quantity in the compaction lot (tons) 33 UP = Unit price of the HMA in the compaction lot ($/ton) 34 35 5-04.3(13) Surface Smoothness 36 The second to last paragraph is revised to read: 37 38 When concrete pavement is to be placed on HMA, the surface tolerance of the HMA 39 shall be such that no surface elevation lies above the Plan grade minus the specified 40 Plan depth of concrete pavement. Prior to placing the concrete pavement, bring any 41 such irregularities to the required tolerance by grinding or other means allowed by the 42 Engineer. 43 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412/18 AMD - 13 1 5-04.5 Payment 2 The paragraph following the Bid item "Crack Sealing-LF", per linear foot is revised to read. 3 4 The unit Contract price per linear foot for "Crack Sealing-LF" shall be full payment for all 5 costs incurred to perform the Work described in Section 5-04.3(4)A. 6 7 5-05.AP5 8 Section 5-05, Cement Concrete Pavement 9 April 2, 2018 10 5-05.1 Description 11 In the first paragraph, "portland cement concrete" is revised to read "cement concrete". 12 13 5-05.2 Materials 14 In the first paragraph, the reference to "Portland Cement" is revised to read; 15 16 Cement 9-01 17 18 5-05.3(1) Concrete Mix Design for Paving 19 The table title in item number 4 is revised to read Concrete Batch Weights. 20 21 In item 4a, "Portland Cement" is revised to read "Cement". 22 23 5-05.3(4) Measuring and Batching Materials 24 Item number 2 is revised to read: 25 26 2. Batching Materials — On all projects requiring more than 2,500 cubic yards of 27 concrete for paving, the batching plant shall be equipped to proportion aggregates 28 and cement by weight by means of automatic and interlocked proportioning devices 29 of accepted type. 30 31 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement 32 33 This section's title is revised to read: 34 35 Acceptance of Portland Cement or Blended Hydraulic Cement Concrete Pavement 36 37 The first sentence is revised to read: 38 39 Acceptance of portland cement or blended hydraulic cement concrete pavement shall 40 be as provided under statistical or nonstatistical acceptance. 41 42 5-05.4 Measurement 43 The last paragraph is revised to read: 44 45 The calculation for cement concrete compliance adjustment is the volume of concrete 46 represented by the CPF and the Thickness deficiency adjustment. 47 48 5-05.5 Payment 49 The bid item "Portland Cement Concrete Compliance Adjustment", by calculation, and the 50 paragraph following this bid item are revised to read: AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 14 1 2 "Cement Concrete Compliance Adjustment', by calculation. 3 4 Payment for "Cement Concrete Compliance Adjustment' will be calculated by 5 multiplying the unit Contract price for the cement concrete pavement, times the volume 6 for adjustment, times the percent of adjustment determined from the calculated CPF 7 and the Deficiency Adjustment listed in Section 5-05.5(1)A. 8 9 6-01.AP6 10 Section 6-01, General Requirements for Structures 11 January 2, 2018 12 6-01.10 Utilities Supported by or Attached to Bridges 13 In the third paragraph, "Federal Standard 595 is revised to read "SAE AIMS Standard 595", 14 15 6-01.12 Final Cleanup 16 The second paragraph is deleted. 17 18 6-02.AP6 19 Section 6-02, Concrete Structures 20 April 2, 2018 21 6-02.1 Description 22 The first sentence is revised to read: 23 24 This Work consists of the construction of all Structures (and their parts) made of 25 portland cement or blended hydraulic cement concrete with or without reinforcement, 26 including bridge approach slabs. 27 28 6-02.2 Materials 29 In the first paragraph, the references to "Portland Cement' and "Aggregates for Portland 30 Cement Concrete" are revised to read: 31 32 Cement 9-01 33 Aggregates for Concrete 9-03.1 34 35 6-02.3(2) Proportioning Materials 36 The second paragraph is revised to read: 37 38 Unless otherwise specified, the Contractor shall use Type I or II portland cement or 39 blended hydraulic cement in all concrete as defined in Section 9-01.2(1), 40 41 6-02.3(2)A Contractor Mix Design 42 The last sentence of the last paragraph is revised to read: 43 44 For all other concrete, air content shall be a minimum of 4.5 percent and a maximum of 45 7.5 percent for all concrete placed above the finished ground line unless noted 46 otherwise. 47 48 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D 49 Item number 5 of the first paragraph is deleted. AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 15 1 2 Item number 6 of the first paragraph (after the preceding Amendment is applied) is 3 renumbered to 5. 4 5 6-02.3(2)B Commercial Concrete 6 The second paragraph is revised to read: 7 8 Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging 9 culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB 10 and RIM signal standards, pedestals, cabinet bases, guardrail anchors, fence post 11 footings, sidewalks, concrete curbs, curbs and gutters, and gutters, the Contractor may 12 use commercial concrete. If commercial concrete is used for sidewalks, concrete curbs, 13 curbs and gutters, and gutters, it shall have a minimum cementitious material content of 14 564 pounds per cubic yard of concrete, shall be air entrained, and the tolerances of 15 Section 6-02.3(5)C shall apply. 16 17 6-02.3(4)D Temperature and Time For Placement 18 The following is inserted after the first sentence of the first paragraph: 19 20 The upper temperature limit for placement for Class 4000D concrete may be increased 21 to a maximum of 80°F if allowed by the Engineer. 22 23 6-02.3(5)C Conformance to Mix Design 24 Item number 1 of the second paragraph is revised to read: 25 26 1. Cement weight plus 5 percent or minus 1 percent of that specified in the 27 mix design. 28 29 6-02.3(6)A1 Hot Weather Protection 30 The first paragraph is revised to read: 31 32 The Contractor shall provide concrete within the specified temperature limits. Cooling of 33 the coarse aggregate piles by sprinkling with water is permitted provided the moisture 34 content is monitored, the mixing water is adjusted for the free water in the aggregate 35 and the coarse aggregate is removed from at least 1 foot above the bottom of the pile. 36 Sprinkling of fine aggregate piles with water is not allowed. Refrigerating mixing water or 37 replacing all or part of the mixing water with crushed ice is permitted, provided the ice is 38 completely melted by placing time. 39 40 The second sentence of the second paragraph is revised to read: 41 42 These surfaces include forms, reinforcing steel, steel beam flanges, and any others that 43 touch the concrete. 44 45 6-02.3(10)D4 Monitoring Bridge Deck Concrete Temperature After Placement 46 This section, including title, is revised to read: 47 48 6-02.3(10)D4 Vacant 49 50 6-02.3(10)D5 Bridge Deck Concrete Finishing and Texturing 51 In the third subparagraph of the first paragraph, the last sentence is revised to read: 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 16 1 The Contractor shall texture the bridge deck surface to within 3-inches minimum and 2 24-inches maximum of the edge of concrete at expansion joints, within 1-foot minimum 3 and 2-feet maximum of the curb line, and within 3-inches minimum and 9-inches 4 maximum of the perimeter of bridge drain assemblies. 5 6 6-02.3(10)F Bridge Approach Slab Orientation and Anchors 7 The last paragraph is deleted. 8 9 6-02.3(13)A Strip Seal Expansion Joint System 10 In item number 3 of the third paragraph, "Federal Standard 595" is revised to read "SAE 11 AMS Standard 595". 12 13 6-02.3(23) Opening to Traffic 14 This section is supplemented with the following new paragraph: 15 16 After curing bridge approach slabs in accordance with Section 6-02.3(11), the 17 bridge approach slabs may be opened to traffic when a minimum compressive strength 18 of 2,500 psi is achieved. 19 20 6-02.3(24)C Placing and Fastening 21 The fourth sentence of the second paragraph is revised to read: 22 23 All epoxy-coated bars in the top mat of the bridge deck shall be tied at all intersections, 24 however they may be tied at alternate intersections when spacing is less than 1 foot in 25 each direction and they are supported by continuous supports meeting all other 26 requirements of supports for epoxy-coated bars. 27 28 The sixth paragraph (excluding the numbered list) is revised to read: 29 30 Precast concrete supports (or other accepted devices) shall be used to maintain the 31 concrete coverage required by the Plans. The precast concrete supports shall: 32 33 Item number 2 of the sixth paragraph is revised to read: 34 35 2. Have a compressive strength equal to or greater than that of the concrete in which 36 they are embedded. 37 38 The first sentence of the seventh paragraph is revised to read: 39 40 In slabs, each precast concrete support shall have either: (1) a grooved top that will hold 41 the reinforcing bar in place, or (2) an embedded wire that protrudes and is tied to the 42 reinforcing steel. 43 44 The eighth paragraph is revised to read: 45 46 Precast concrete supports may be accepted based on a Manufacturer's Certificate of 47 Compliance. 48 49 The ninth paragraph (excluding the numbered list) is revised to read: 50 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 17 1 In lieu of precast concrete supports, the Contractor may use metal or all-plastic supports 2 to hold uncoated bars. Any surface of a metal support that will not be covered by at 3 least ''/2 inch of concrete shall be one of the following: 4 5 The tenth paragraph is revised to read: 6 7 In lieu of precast concrete supports, epoxy-coated reinforcing bars may be supported by 8 one of the following: 9 10 1. Metal supports coated entirely with a dielectric material such as epoxy or 11 plastic, 12 13 2. Other epoxy-coated reinforcing bars, or 14 15 3. All-plastic supports. 16 17 The following new paragraph is inserted after the tenth paragraph: 18 19 Damaged coatings on metal bar supports shall be repaired prior to placing concrete. 20 21 The twelfth paragraph (after the preceding Amendment is applied) is revised to read: 22 23 All-plastic supports shall be lightweight, non-porous, and chemically inert in concrete. 24 All-plastic supports shall have rounded seatings, shall not deform under load during 25 normal temperatures, and shall not shatter or crack under impact loading in cold 26 weather. All-plastic supports shall be placed at spacings greater than 1 foot along the 27 bar and shall have at least 25 percent of their gross place area perforated to 28 compensate for the difference in the coefficient of thermal expansion between plastic 29 and concrete. The shape and configuration of all-plastic supports shall permit complete 30 concrete consolidation in and around the support. 31 32 The thirteenth paragraph (after the preceding Amendment is applied) is revised to read: 33 34 A "mat" is two adjacent and perpendicular layers of reinforcing steel. In bridge decks, 35 top and bottom mats shall be supported adequately enough to hold both in their proper 36 positions. If bar supports directly support, or are directly supported on No. 4 bars, they 37 shall be spaced at not more than 3-foot intervals (or not more than 4-foot intervals for 38 bars No. 5 and larger). Wire ties to girder stirrups shall not be considered as supports. 39 To provide a rigid mat, the Contractor shall add other supports and tie wires to the top 40 mat as needed. 41 42 6-02.3(27) Concrete for Precast Units 43 The last sentence of the first paragraph is revised to read: 44 45 Type III portland cement or blended hydraulic cement is permitted to be used in precast 46 concrete units. 47 48 6-02.3(28)B Curing 49 In the second paragraph, the reference to Section 6-02.3(25)B is revised to read Section 6- 50 02.3(25)C. 51 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 18 1 6-02.3(28)D Contractors Control Strength 2 In the first paragraph, "WSDOT FOP for AASHTO T 23" is revised to read "FOP for AASHTO 3 T 23". 4 5 6-05.AP6 6 Section 6-05, Piling 7 January 2, 2018 8 6-05.3(9)A Pile Driving Equipment Approval 9 The fourth sentence of the second paragraph is revised to read: 10 11 For prestressed concrete piles, the allowable driving stress in kips per square inch shall 12 be 0.095 • J7, plus prestress in tension, and 0.85f'. minus prestress in compression, 13 where f', is the concrete compressive strength in kips per square inch. 14 15 6-07.AP6 16 Section 6-07, Painting 17 January 2, 2018 18 6-07.3(6)A Paint Containers 19 In item number 2 of the first paragraph, "Federal Standard 595" is revised to read "SAE AMS 20 Standard 595". 21 22 6-08.AP6 23 Section 6-08, Bituminous Surfacing on Structure Decks 24 January 2, 2018 25 6-08.3(7)A Concrete Deck Preparation 26 The first sentence of the first paragraph is revised to read: 27 28 The Contractor, with the Engineer, shall inspect the exposed concrete deck to establish 29 the extent of bridge deck repair in accordance with Section 6-09.3(6). 30 31 6-09.AP6 32 Section 6-09, Modified Concrete Overlays 33 January 2, 2018 34 6-09.3 Construction Requirements 35 This section is supplemented with the following new subsection: 36 37 6-09.3(15) Sealing and Texturing Concrete Overlay 38 After the requirements for checking for bond have been met, all joints and visible cracks 39 shall be filled and sealed with a high molecular weight methacrylate resin (HMWM). The 40 Contractor may use compressed air to accelerate drying of the deck surface for crack 41 identification and sealing. Cracks V16 inch and greater in width shall receive two 42 applications of HMWM. Immediately following the application of HMWM, the wetted 43 surface shall be coated with sand for abrasive finish. 44 45 After all cracks have been filled and sealed and the HMWM resin has cured, the 46 concrete overlay surface shall receive a longitudinally sawn texture in accordance with 47 Section 6-02.3(10)D5. AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4/2118 AMD - 19 11 2, Traffic shall not be permitted on the finished concrete until it has reached a minimum 3 compressive strength of 3,000 psi as verified by rebound number determined in 4 accordance with ASTM C805 and the longitudinally sawn texture is completed. 5 6 6-09.3(1)B Rotary Milling Machines 7 This section is revised to read: 8 9 Rotary milling machines used to remove an upper layer of existing concrete overlay, 10 when present, shall have a maximum operating weight of 50,000 pounds and conform 11 to Section 6-08.3(5)B. 12 13 6-09.3(1)C Hydro-Demolition Machines 14 The first sentence of this section is revised to read: 15 16 Hydro-demolition machines shall consist of filtering and pumping units operating in 17 conjunction with a remote-controlled robotic device, using high-velocity water jets to 18 remove sound concrete to the nominal scarification depth shown in the Plans with a 19 single pass of the machine, and with the simultaneous removal of deteriorated concrete. 20 21 6-09.3(1)D Shot Blasting Machines 22 This section, including title, is revised to read: 23 24 6-09.3(1)D Vacant 25 26 6-09.3(2) Submittals 27 Item number 1 and 2 are revised to read: 28 29 1. A Type 1 Working Drawing consisting of catalog cuts and operating parameters of 30 the hydro-demolition machine selected by the Contractor for use in this project to 31 scarify concrete surfaces. 32 33 2. A Type 1 Working Drawing consisting of catalog cuts, operating parameters, axle 34 loads, and axle spacing of the rotary milling machine (if used to remove an upper 35 layer of existing concrete overlay when present). 36 37 The first sentence of item number 3 is revised to read: 38 39 A Type 2 Working Drawing of the Runoff Water Disposal Plan, 40 41 6-09.3(5)A General 42 The first sentence of the fourth paragraph is revised to read: 43 44 All areas of the deck that are inaccessible to the selected scarifying machine shall be 45 scarified to remove the concrete surface matrix to a maximum nominal scarification 46 depth shown in the Plans by a method acceptable to the Engineer. 47 48 This section is supplemented with the following: 49 50 Concrete process water generated by scarifying concrete surface and removing existing 51 concrete overlay operations shall be contained, collected, and disposed of in AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 20 1 accordance with Section 5-01.3(11) and Section 6-09.3(5)C, and the Section 6-09.3(2) 2 Runoff Water Disposal Plan. 3 4 6-09.3(5)B Testing of Hydro-Demolition and Shot Blasting Machines 5 This section's title is revised to read: 6 7 Testing of Hydro-Demolition Machines 8 9 The second paragraph is revised to read: 10 11 In the "sound" area of concrete, the equipment shall be programmed to remove 12 concrete to the nominal scarification depth shown in the Plans with a single pass of the 13 machine. 14 15 6-09.3(5)D Shot Blasting 16 This section, including title, is revised to read: 17 18 6-09.3(5)D Vacant 19 20 6-09.3(5)E Rotomilling 21 This section, including title, is revised to read: 2'2 23 6-09.3(5)E Removing Existing Concrete Overlay Layer by Rotomilling 24 When the Contractor elects to remove the upper layer of existing concrete overlay, 25 when present, by rotomilling prior to final scarifying, the entire concrete surface of the 26 bridge deck shall be milled to remove the surface matrix to the depth specified in the 27 Plans with a tolerance as specified in Section 6-08.3(5)B. The operating parameters of 28 the rotary milling machine shall be monitored in order to prevent the unnecessary 29 removal of concrete below the specified removal depth. 30 31 6-09.3(6) Further Deck Preparation 32 The first paragraph is revised to read:: 33 34 Once the lane or strip being overlaid has been cleaned of debris from scarifying, the 35 Contractor, with the Engineer, shall perform a visual inspection of the scarified surface. 36 The Contractor shall mark those areas of the existing bridge deck that are authorized by 37 the Engineer for further deck preparation by the Contractor. 38 39 Item number 4 of the second paragraph is deleted,. 40 41 The first sentence of the third paragraph is deleted. 42 43 6-09.3(6)A Equipment for Further Deck Preparation 44 This section is revised to read: 45 46 Further deck preparation shall be performed using either power driven hand tools 47 conforming to Section 6-09.3(1)A, or hydro-demolition machines conforming to Section 48 6-09.3(1)C. 49 50 6-09.3(6)B Deck Repair Preparation 51 The second paragraph is deleted. 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412/18 AMD - 21 1 The last sentence of the second paragraph (after the preceding Amendment is applied) is 2 revised to read: 3 4 In no case shall the depth of a sawn vertical cut exceed 3/4 inch or to the top of the top 5 steel reinforcing bars, whichever is less. 6 7 The first sentence of the third to last paragraph is revised to read: 8 9 Where existing steel reinforcing bars inside deck repair areas show deterioration greater 10 than 20-percent section loss, the Contractor shall furnish and place steel reinforcing 11 bars alongside the deteriorated bars in accordance with the details shown in the 12 Standard Plans. 13 14 The last paragraph is deleted. 15 16 6-09.3(7) Surface Preparation for Concrete Overlay 17 The first seven paragraphs are deleted and replaced with the following: 18 19 Following the completion of any required further deck preparation the entire lane or strip 20 being overlaid shall be cleaned to be free from oil and grease, rust and other foreign 21 material that may still be present. These materials shall be removed by detergent- 22 cleaning or other method accepted by the Engineer followed by sandblasting. 23 24 After detergent cleaning and sandblasting is completed, the entire lane or strip being 25 overlaid shall be swept clean in final preparation for placing concrete using either 26 compressed air or vacuum machines. 27 28 Hand tool chipping, sandblasting and cleaning in areas adjacent to a lane or strip being 29 cleaned in final preparation for placing concrete shall be discontinued when final 30 preparation is begun. Scarifying and hand tool chipping shall remain suspended until 31 the concrete has been placed and the requirement for curing time has been satisfied. 32 Sandblasting and cleaning shall remain suspended for the first 24 hours of curing time 33 after the completion of concrete placing. 34 35 Scarification, and removal of the upper layer of concrete overlay when present, may 36 proceed during the final cleaning and overlay placement phases of the Work on 37 adjacent portions of the Structure so long as the scarification and concrete overlay 38 removal operations are confined to areas which are a minimum of 100 feet away from 39 the defined limits of the final cleaning or overlay placement in progress. If the 40 scarification and concrete overlay removal impedes or interferes in any way with the 41 final cleaning or overlay placement as determined by the Engineer, the scarification and 42 concrete overlay removal Work shall be terminated immediately and the scarification 43 and concrete overlay removal equipment removed sufficiently away from the area being 44 prepared or overlaid to eliminate the conflict. If the grade is such that water and 45 contaminants from the scarification and concrete overlay removal operation will flow into 46 the area being prepared or overlaid, the scarification and concrete overlay removal 47 operation shall be terminated and shall remain suspended for the first 24 hours of curing 48 time after the completion of concrete placement. 49 50 6-09.3(12) Finishing Concrete Overlay 51 The third paragraph is deleted. 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412l18 AMA - 22 I 1 The last paragraph is deleted. 2 3 6-09.3(13) Curing Concrete Overlay 4 The first sentence of the first paragraph is revised to read: 5 6 As the finishing operation progresses, the concrete shall be immediately covered with a 7 single layer of clean, new or used, wet burlap. 8 9 The last sentence of the second paragraph is deleted. 10 11 The following two new paragraphs are inserted after the second paragraph: 12 13 As an alternative to the application of burlap and fog spraying described above, the 14 Contractor may propose a curing system using proprietary curing blankets specifically 15 manufactured for bridge deck curing. The Contractor shall submit a Type 2 Working 16 Drawing consisting of details of the proprietary curing blanket system, including product 17 literature and details of how the system is to be installed and maintained. 18 19 The wet curing regimen as described shall remain in place for a minimum of 42-hours. 20 21 The last paragraph is deleted. 22 23 6-09.3(14) Checking for Bond 24 The first sentence of the first paragraph is revised to read: 25 26 After the requirements for curing have been met, the entire overlaid surface shall be 27 sounded by the Contractor, in a manner accepted by and in the presence of the 28 Engineer, to ensure total bond of the concrete to the bridge deck. 29 30 The last sentence of the first paragraph is deleted. 31 32 The second paragraph is deleted. 33 34 6-10.AP6 35 Section 6-10, Concrete Barrier 36 April 2, 2018 37 6-10.2 Materials 38 In the first paragraph, the reference to "Portland Cement' is revised to read: 39 40 Cement 9-01 41 42 6-11.AP6 43 Section 6-11, Reinforced Concrete Walls 44 April 2, 2018 45 6-11.2 Materials 46 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised 47 to read: 48 49 Aggregates for Concrete 9-03.1 50 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMA - 23 1 6-12.AP6 2 Section 6-12, Noise Barrier Walls 3 April 2, 2018 4 6-12.2 Materials 5 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised 6 to read: 7 8 Aggregates for Concrete 9-03.1 9 10 6-13.AP6 11 Section 6-13, Structural Earth Walls 12 April 2, 2018 13 6-13.2 Materials 14 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised 15 to read: 16 17 Aggregates for Concrete 9-03.1 18 19 6-14.AP6 20 Section 6-14, Geosynthetic Retaining Walls 21 April 2, 2018 22 6-14.2 Materials 23 In the first paragraph, the references to "Portland Cement" and "Aggregates for Portland 24 Cement Concrete" are revised to read: 25 26 Cement 9-01 27 Aggregates for Concrete 9-03.1 28 29 6-16.AP6 30 Section 6-16, Soldier Pile and Soldier Pile Tieback Walls 31 April 2, 2018 32 6-16.2 Materials 33 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised 34 to read: 35 36 Aggregates for Concrete 9-03.1 37 38 6-18.AP6 39 Section 6-18, Shotcrete Facing 40 January 2, 2018 41 6-18.3(3) Testing 42 In the last sentence of the first paragraph, "AASHTO T 24" is revised to read "ASTM C1604". 43 44 6-18.3(3)B Production Testing 45 In the last sentence, "AASHTO T 24" is revised to read °ASTM C1604 46 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4/2/18 AMD - 24 1 6-18.3(4) Qualifications of Contractor's Personnel 2 In the last sentence of the second paragraph, "AASHTO T 24" is revised to read "ASTM 3 C1604". 4 5 6-19.AP6 6 Section 6-19, Shafts 7 April 2, 2018 8 6-19.2 Materials 9 In the first paragraph, the references to "Portland Cement' and "Aggregates for Portland 10 Cement Concrete" are revised to read: 11 12 Cement 9-01 13 Aggregates for Concrete 9-03.1 14 15 6-19.3(3)C Conduct of Shaft Casing Installation and Removal and Shaft 16 Excavation Operations 17 The first paragraph is supplemented with the following: 18 19 In no case shall shaft excavation and casing placement extend below the bottom of 20 shaft excavation as shown in the Plans. 21 22 6-19.3(6)E Thermal Wire and Thermal Access Point (TAPS) 23 The third sentence of the third paragraph is revised to read: 24 25 The thermal wire shall extend from the bottom of the reinforcement cage to the top of 26 the shaft, with a minimum of 5-feet of slack wire provided above the top of shaft. 27 28 The following new sentence is inserted after the third sentence of the third paragraph: 29 30 All thermal wires in a shaft shall be equal lengths. 31 32 7-02.AP7 33 Section 7-02, Culverts 34 April 2, 2018 35 7-02.2 Materials 36 In the first paragraph, the references to "Portland Cement' and "Aggregates for Portland 37 Cement Concrete" are revised to read: 38 39 Cement 9-01 40 Aggregates for Concrete 9-03.1 41 42 7-02.3(6)A4 Excavation and Bedding Preparation 43 The first sentence of the third paragraph is revised to read:. 44 45 The bedding course shall be a 6-inch minimum thickness layer of culvert bedding 46 material, defined as granular material either conforming to Section 9-03.12(3) or to 47 AASHTO Grading No. 57 as specified in Section 9-03.1(4)C. 48 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 25 1 7-08.AP7 2 Section 7-08, General Pipe Installation Requirements 3 April 2, 2018 4 7-08.3(3) Backfilling 5 The fifth sentence of the fourth paragraph is revised to read: 6 7 All compaction shall be in accordance with the Compaction Control Test of Section 2- 8 03.3(14)D except in the case that 100% Recycled Concrete Aggregate is used. 9 10 The following new sentences are inserted after the fifth sentence of the fourth paragraph: 11 12 When 100% Recycled Concrete Aggregate is used, the Contractor may submit a written 13 request to use a test point evaluation for compaction acceptance. Test Point evaluation 14 shall be performed in accordance with SOP 738. 15 16 8-01.AP8 17 Section 8-01, Erosion Control and Water Pollution Control 18 April 2, 2018 19 8-01.1 Description 20 This section is revised to read: 21 22 This Work consists of furnishing, installing, maintaining, removing and disposing of best 23 management practices (BMPs), as defined in the Washington Administrative Code 24 (WAC) 173-201A, to manage erosion and water quality in accordance with these 25 Specifications and as shown in the Plans or as designated by the Engineer. 26 27 The Contracting Agency may have a National Pollution Discharge Elimination System 28 Construction Stormwater General Permit (CSWGP) as identified in the Contract Special 29 Provisions, The Contracting Agency may or may not transfer coverage of the CSWGP 30 to the Contractor when a CSWGP has been obtained. The Contracting Agency may not 31 have a CSWGP for the project but may have another water quality related permit as 32 identified in the Contract Special Provisions or the Contracting Agency may not have 33 water quality related permits but the project is subject to applicable laws for the Work. 34 Section 8-01 covers all of these conditions. 35 36 8-01.2 Materials 37 The first paragraph is revised to read: 38 39 Materials shall meet the requirements of the following sections: 40 41 Corrugated Polyethylene Drain Pipe 9-05.1(6) 42 Quarry Spalls 9-13 43 Erosion Control and Roadside Planting 9-14 44 Construction Geotextile 9-33 45 46 8-01.3(1) General 47 This section is revised to read: 48 49 Adaptive management shall be employed throughout the duration of the project for the 50 implementation of erosion and water pollution control permit requirements for the AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4/2118 AMD - 26 1 current condition of the project site. The adaptive management includes the selection 2 and utilization of BMPs, scheduling of activities, prohibiting unacceptable practices, 3 implementing maintenance procedures, and other managerial practices that when used 4 singularly or in combination, prevent or reduce the release of pollutants to waters of the 5 State. The adaptive management shall use the means and methods identified in this 6 section and means and methods identified in the Washington State Department of 7 Transportation's Temporary Erosion and Sediment Control Manual or the Washington 8 State Department of Ecology's Stormwater Management Manuals for construction 9 stormwater. 10 11 The Contractor shall install a high visibility fence along the site preservation lines shown 12 in the Plans or as instructed by the Engineer. 13 14 Throughout the life of the project, the Contractor shall preserve and protect the 15 delineated preservation area, acting immediately to repair or restore any fencing 16 damaged or removed. 17 18 All discharges to surface waters shall comply with surface water quality standards as 19 defined in Washington Administrative Code (WAC) Chapter 173-201A. All discharges to 20 the ground shall comply with groundwater quality standards WAC Chapter 173-200. 21 22 The Contractor shall comply with the CSWGP when the project is covered by the 23 CSWGP. Temporary Work, at a minimum, shall include the implementation of: 24 25 1. Sediment control measures prior to ground disturbing activities to ensure all 26 discharges from construction areas receive treatment prior to discharging from 27 the site. 28 29 2. Flow control measures to prevent erosive flows from developing. 30 31 3. Water management strategies and pollution prevention measures to prevent 32 contamination of waters that will be discharged to surface waters or the 33 ground. 34 35 4. Erosion control measures to stabilize erodible earth not being worked. 36 37 5. Maintenance of BMPs to ensure continued compliant performance. 38 39 6. Immediate corrective action if evidence suggests construction activity is not in 40 compliance. Evidence includes sampling data, olfactory or visual evidence 41 such as the presence of suspended sediment, turbidity, discoloration, or oil 42 sheen in discharges. 43 44 To the degree possible, the Contractor shall coordinate this temporary Work with 45 permanent drainage and erosion control Work the Contract requires. 46 47 Clearing, grubbing, excavation, borrow, or fill within the Right of Way shall never expose 48 more erodible earth than as listed below: 49 Western Washington Eastern Washington (West of the Cascade (East of the Cascade Mountain Crest) Mountain Crest) AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 27 ............ ................ _ __..__..................................... May 1 through 17 Acres April 1 through 17 Acres September 30 October 31 Se DI October 1 November 1 through April 5 Acres through March 5 Acres 30 31 1 .....__..... ___.________________________ --------------------------------—--------------------------- 2 The Engineer may increase or decrease the limits based on project conditions. 3 4 Erodible earth is defined as any surface where soils, grindings, or other materials may 5 be capable of being displaced and transported by rain, wind, or surface water runoff. 6 7 Erodible earth not being worked, whether at final grade or not, shall be covered within 8 the specified time period (see the table below), using BMPs for erosion control. 9 Western Washington Eastern Washington (West of the Cascade (East of the Cascade Mountain Crest) Mountain Crest) October 1 2 days October 1 5 da s through April through June y 30 maximum 30 maximum May 1 to 7 days November 1 through March 10 days September 30 maximum 31 maximum 10 11 When applicable, the Contractor shall be responsible for all Work required for 12 compliance with the CSWGP including annual permit fees. 13 14 If the Engineer, under Section 1-08.6, orders the Work suspended, the Contractor shall 15 continue to comply with this division during the suspension. 16 17 Nothing in this Section shall relieve the Contractor from complying with other Contract 18 requirements. 19 20 8-01.3(1)A Submittals 21 This section's content is deleted. 22 23 This section is supplemented with the following new subsection; 24 25 8-01.3(1)A1 Temporary Erosion and Sediment Control 26 A Temporary Erosion and Sediment Control (TESC) plan consists of a narrative section 27 and plan sheets that meets the Washington State Department of Ecology's Stormwater 28 Pollution Prevention Plan (SWPPP) requirement in the CSWGP. Abbreviated TESC 29 plans are not required to include plan sheets and are used on small projects that disturb 30 soil and have the potential to discharge but are not covered by the CSWGP. The 31 contract uses the term "TESC plan" to describe both TESC plans and abbreviated 32 TESC plans. When the Contracting Agency has developed a TESC plan for a Contract, 33 the narrative is included in the appendix to the Special Provisions and the TESC plan 34 sheets, when required, are included in the Contract Plans. The Contracting Agency 35 TESC plan will not include off-site areas used to directly support construction activity. 36 37 The Contractor shall either adopt the TESC Plan in the Contract or develop a new 38 TESC Plan. If the Contractor adopts the Contracting Agency TESC Plan, the Contractor AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 28 1 shall modify the TESC Plan to meet the Contractor's schedule, method of construction, 2 and to include off-site areas that will be used to directly support construction activity 3 such as equipment staging yards, material storage areas, or borrow areas. Contractor 4 TESC Plans shall include all high visibility fence delineation shown on the Contracting 5 Agency Contract Plans. All TESC Plans shall meet the requirements of the current 6 edition of the WSDOT Temporary Erosion and Sediment Control Manual M 3109 and be 7 adaptively managed as needed throughout construction based on site inspections and 8 discharge samples to maintain compliance with the CSWGP. The Contractor shall 9 develop a schedule for implementation of the TESC work and incorporate it into the 10 Contractor's progress schedule. 11 12 The Contractor shall submit their TESC Plan (either the adopted plan or new plan) and 13 implementation schedule as Type 2 Working Drawings. At the request of the Engineer, 14 updated TESC Plans shall be submitted as Type 1 Working Drawings. 15 16 8-01.3(1)B Erosion and Sediment Control (ESC) Lead 17 This section is revised to read: 18 19 The Contractor shall identify the ESC Lead at the preconstruction discussions and in the 20 TESC Plan. The ESC Lead shall have, for the life of the Contract, a current Certificate 21 of Training in Construction Site Erosion and Sediment Control from a course approved 22 by the Washington State Department of Ecology. The ESC Lead must be onsite or on 23 call at all times throughout construction. The ESC Lead shall be listed on the 24 Emergency Contact List required under Section 1-05.13(1). 25 26 The ESC Lead shall implement the TESC Plan. Implementation shall include, but is not 27 limited to: 28 29 1. Installing, adaptively managing, and maintaining temporary erosion and 30 sediment control BMPs to assure continued performance of their intended 31 function. Damaged or inadequate BMPs shall be corrected immediately. 32 33 2. Updating the TESC Plan to reflect current field conditions. 34 35 3. Discharge sampling and submitting Discharge Monitoring Reports (DMRs) to 36 the Washington State Department of Ecology in accordance with the CSWGP. 37 38 4. Develop and maintain the Site Log Book as defined in the CSWGP. When the 39 Site Log Book or portion thereof is electronically developed, the electronic 40 documentation must be accessible onsite. As a part of the Site Log Book, the 41 Contractor shall develop and maintain a tracking table to show that identified 42 TESC compliance issues are fully resolved within 10 calendar days. The table 43 shall include the date an issue was identified, a description of how it was 44 resolved, and the date the issue was fully resolved. 45 46 The ESC Lead shall also inspect all areas disturbed by construction activities, all on-site 47 erosion and sediment control BMPs, and all stormwater discharge points at least once 48 every calendar week and within 24-hours of runoff events in which stormwater 49 discharges from the site. Inspections of temporarily stabilized, inactive sites may be 50 reduced to once every calendar month. The Washington State Department of Ecology's 51 Erosion and Sediment Control Site Inspection Form, located at 52 https://ecology.wa.gov/Regulations-Permits/Permits-certifications/Stormwater-general- AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4/2/18 AMD - 29 1 permits/Construction-stormwater-permit, shall be completed for each inspection and a 2 copy shall be submitted to the Engineer no later than the end of the next working day 3 following the inspection. 4 5 8-01.3(1)C Water Management 6 This section is supplemented with the following new subsections: 7 8 8.01.3(1)C5 Water Management for In-Water Work Below Ordinary High Water 9 Mark (OHWM) 10 Work over surface waters of the state (defined in WAC 173-201A-010) or below the 11 OHWM (defined in RCW 90.58.030) must comply with water quality standards for 12 surface waters of the state of Washington. 13 14 8-01.3(1)C6 Environmentally Acceptable Hydraulic Fluid 15 All equipment containing hydraulic fluid that extends from a bridge deck over surface 16 waters of the state or below the OHWM, shall be equipped with an environmentally 17 acceptable hydraulic fluid. The fluid shall meet specific requirements for 18 biodegradability, aquatic toxicity, and bioaccumulation in accordance with the United 19 States Environmental Protection Agency (EPA) publication EPA800-R-11-002. 20 Acceptance shall be in accordance with Section 1-06.3, Manufacturer's Certification of 21 Compliance. 22 23 The designation of environmentally acceptable hydraulic fluid does not mean fluid spills 24 are acceptable. The Contractor shall respond to spills to land or water in accordance 25 with the Contract. 26 27 8-01.3(1)C7 Turbidity Curtain 28 All Work for the turbidity curtain shall be in accordance with the manufacturer's 29 recommendations for the site conditions. Removal procedures shall be developed and 30 used to minimize silt release and disturbance of silt. The Contractor shall submit a Type 31 2 Working Drawing, detailing product information, installation and removal procedures, 32 equipment and workforce needs, maintenance plans, and emergency 33 repair/replacement plans. 34 35 Turbidity curtain materials, installation, and maintenance shall be sufficient to comply 36 with water quality standards. 37 38 The Contractor shall notify the Engineer 10 days in advance of removing the turbidity 39 curtain. All components of the turbidity curtain shall be removed from the project. 40 41 8-01.3(1)C1 Disposal of Dewatering Water 42 This section is revised to read: 43 44 When uncontaminated groundwater is encountered in an excavation on a project it may 45 be infiltrated within vegetated areas of the right of way not designated as Sensitive 46 Areas or incorporated into an existing stormwater conveyance system at a rate that will 47 not cause erosion or flooding in any receiving surface water. 48 49 Alternatively, the Contractor may pursue independent disposal and treatment 50 alternatives that do not use the stormwater conveyance system provided it is in 51 compliance with the applicable WACs and permits. 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 30 1 8-01.3(1)C2 Process Wastewater 2 This section is revised to read: 3 4 Wastewater generated on-site as a byproduct of a construction process shall not be 5 discharged to surface waters of the State. Some sources of process wastewater may be 6 infiltrated in accordance with the CSWGP with concurrence from the Engineer. Some 7 sources of process wastewater may be disposed via independent disposal and 8 treatment alternatives in compliance with the applicable WACs and permits. 9 10 8-01.3(1)C3 Shaft Drilling Slurry Wastewater 11 This section is revised to read: 12 13 Wastewater generated on-site during shaft drilling activity shall be managed and 14 disposed of in accordance with the requirements below. No shaft drilling slurry 15 wastewater shall be discharged to surface waters of the State. Neither the sediment nor 16 liquid portions of the shaft drilling slurry wastewater shall be contaminated, as 17 detectable by visible or olfactory indication (e.g., chemical sheen or smell). 18 19 1. Water-only shaft drilling slurry or water slurry with accepted flocculants may be 20 infiltrated on-site. Flocculants used shall meet the requirements of Section 9- 21 14.5(1) or shall be chitosan products listed as General Use Level Designation 22 (GULD) on the Washington State Department of Ecology's stormwater 23 treatment technologies webpage for construction treatment. Infiltration is 24 permitted if the following requirements are met: 25 26 a. Wastewater shall have a pH of 6.5 — 8.5 prior to discharge. 27 28 b. The amount of flocculant added to the slurry shall be kept to the minimum 29 needed to adequately settle out solids. The flocculant shall be thoroughly 30 mixed into the slurry. 31 32 c. The slurry removed from the shaft shall be contained in a leak proof cell or 33 tank for a minimum of 3 hours. 34 35 d. The infiltration rate shall be reduced if needed to prevent wastewater from 36 leaving the infiltration location. The infiltration site shall be monitored 37 regularly during infiltration activity. All wastewater discharged to the 38 ground shall fully infiltrate and discharges shall stop before the end of 39 each work day. 40 41 e. Drilling spoils and settled sediments remaining in the containment cell or 42 tank shall be disposed of in accordance with Section 6-19.3(4)F. 43 44 f, Infiltration locations shall be in upland areas at least 150 feet away from 45 surface waters, wells, on-site sewage systems, aquifer sensitive recharge 46 areas, sole source aquifers, well head protection areas, and shall be 47 marked on the plan sheets before the infiltration activity begins. 48 49 g. Prior to infiltration, the Contractor shall submit a Shaft Drilling Slurry 50 Wastewater Management and Infiltration Plan as a Type 2 Working 51 Drawing. This Plan shall be kept on-site, adapted if needed to meet the 52 construction requirements, and updated to reflect what is being done in AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 31 1 the field. The Working Drawing shall include, at a minimum, the following 2 information: 3 4 L Plan sheet showing the proposed infiltration location and all surface 5 waters, wells, on-site sewage systems, aquifer-sensitive recharge 6 areas, sole source aquifers, and well-head protection areas within 7 150 feet. 8 9 ii. The proposed elevation of soil surface receiving the wastewater for 10 infiltration and the anticipated phreatic surface (i.e., saturated soil). 11 12 iii. The source of the water used to produce the slurry. 13 14 iv. The estimated total volume of wastewater to be infiltrated. 15 16 v. The accepted flocculant to be used (if any). 17 18 vi. The controls or methods used to prevent surface wastewater runoff 19 from leaving the infiltration location. 20 21 vii. The strategy for removing slurry wastewater from the shaft and 22 containing the slurry wastewater once it has been removed from the 23 shaft. 24 25 viii. The strategy for monitoring infiltration activity and adapting methods 26 to ensure compliance. 27 28 ix. A contingency plan that can be implemented immediately if it 29 becomes evident that the controls in place or methods being used are 30 not adequate. 31 32 x. The strategy for cleaning up the infiltration location after the infiltration 33 activity is done. Cleanup shall include stabilizing any loose sediment 34 on the surface within the infiltration area generated as a byproduct of 35 suspended solids in the infiltrated wastewater or soil disturbance 36 associated with BMP placement and removal. 37 38 2. Shaft drilling mineral slurry, synthetic slurry, or slurry with polymer additives 39 not allowed for infiltration shall be contained and disposed of by the Contractor 40 at an accepted disposal facility in accordance with Section 2-03.3(7)C. Spoils 41 that have come into contact with mineral slurry shall be disposed of in 42 accordance with Section 6-19.3(4)F. 43 44 8-01.3(1)C4 Management of Off-Site Water 45 This section is revised to read: 46 47 Prior to clearing and grubbing, the Contractor shall intercept all sources of off-site 48 surface water and overland flow that will run-on to the project. Off-site surface water 49 run-on shall be diverted through or around the project in a way that does not introduce 50 construction related pollution. It shall be diverted to its preconstruction discharge 51 location in a manner that does not increase preconstruction flow rate and velocity and AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 412/10 AMD - 32 1 protects contiguous properties and waterways from erosion. The Contractor shall submit 2 a Type 2 Working Drawing consisting of the method for performing this Work. 3 4 8-01.3(1)E Detention/Retention Pond Construction 5 This section is revised to read: 6 7 Whether permanent or temporary, ponds shall be constructed before beginning other 8 grading and excavation Work in the area that drains into that pond. Detention/retention 9 ponds may be constructed concurrently with grading and excavation when allowed by 10 the Engineer. Temporary conveyances shall be installed concurrently with grading in 11 accordance with the TESC Plan so that newly graded areas drain to the pond as they 12 are exposed. 13 14 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch 15 In the table, the second column heading is revised to read: 16 17 Eastern Washington' 18 (East of the Cascade Mountain Crest) 19 20 Footnote 1 in the table is revised to read: 21 22 Seeding may be allowed outside these dates when allowed or directed by the Engineer, 23 24 8-01.3(5) Plastic Covering 25 The first sentence of the first paragraph is revised to read: 26 27 Erosion Control — Plastic coverings used to temporarily cover stockpiled materials, 28 slopes or bare soils shall be installed and maintained in a way that prevents water from 29 intruding under the plastic and prevents the plastic cover from being damaged by wind. 30 31 8-01.3(7) Stabilized Construction Entrance 32 The first paragraph is revised to read: 33 34 Temporary stabilized construction entrance shall be constructed in accordance with the 35 Standard Plans, prior to construction vehicles entering the roadway from locations that 36 generate sediment track out on the roadway. Material used for stabilized construction 37 entrance shall be free of extraneous materials that may cause or contribute to track out. 38 39 8-01.3(8) Street Cleaning 40 This section is revised to read: 41 42 Self-propelled pickup street sweepers shall be used to remove and collect dirt and other 43 debris from the Roadway. The street sweeper shall effectively collect these materials 44 and prevent them from being washed or blown off the Roadway or into waters of the 45 State. Street sweepers shall not generate fugitive dust and shall be designed and 46 operated in compliance with applicable air quality standards. Material collected by the 47 street sweeper shall be disposed of in accordance with Section 2-03.3(7)C. 48 49 When allowed by the Engineer, power broom sweepers may be used in non- 50 environmentally sensitive areas. The broom sweeper shall sweep dirt and other debris 51 from the roadway into the work area. The swept material shall be prevented from 52 entering or washing into waters of the State. AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412/18 AMD - 33 1 2 Street washing with water will require the concurrence of the Engineer. 3 4 8-01.3(12) Compost Socks 5 The first two sentences of the first paragraph are revised to read. 6 7 Compost socks are used to disperse flow and sediment. Compost socks shall be 8 installed as soon as construction will allow but before flow conditions create erosive 9 flows or discharges from the site. Compost socks shall be installed prior to any mulching 10 or compost placement. 11 12 8-01.3(13) Temporary Curb 13 The second to last sentence of the second paragraph is revised to read: 14 15 Temporary curbs shall be a minimum of 4 inches in height. 16 17 8-01.3(14) Temporary Pipe Slope Drain 18 The third and fourth paragraphs are revised to read; 19 20 The pipe fittings shall be water tight and the pipe secured to the slope with metal posts, 21 wood stakes, sand bags, or as allowed by the Engineer. 22 23 The water shall be discharged to a stabilized conveyance, sediment trap, stormwater 24 pond, rock splash pad, or vegetated strip, in a manner to prevent erosion and maintain 25 water quality compliance. 26 27 The last paragraph is deleted. 28 29 8-01.3(15) Maintenance 30 This section is revised to read; 31 32 Erosion and sediment control BMPs shall be maintained or adaptively managed as 33 required by the CSWGP until the Engineer determines they are no longer needed. 34 When deficiencies in functional performance are identified, the deficiencies shall be 35 rectified immediately. 36 37 The BMPs shall be inspected on the schedule outlined in Section 8-01.3(1)B for 38 damage and sediment deposits. Damage to or undercutting of BMPs shall be repaired 39 immediately. 40 41 In areas where the Contractor's activities have compromised the erosion control 42 functions of the existing grasses, the Contractor shall overseed at no additional cost to 43 the Contracting Agency. 44 45 The quarry spalls of construction entrances shall be refreshed, replaced, or screened to 46 maintain voids between the spalls for collecting mud and dirt. 47 48 Unless otherwise specified, when the depth of accumulated sediment and 49 debris reaches approximately '/3 the height of the BMP the deposits shall be removed. 50 Debris or contaminated sediment shall be disposed of in accordance with Section 2- 51 03.3(7)C. Clean sediments may be stabilized on-site using BMPs as allowed by the 52 Engineer., AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4/2118 AMA - 34 1 2 8-01.3(16) Removal 3 This section is revised to read: 4 5 The Contractor shall remove all temporary BMPs, all associated hardware and 6 associated accumulated sediment deposition from the project limits prior to Physical 7 Completion unless otherwise allowed by the Engineer. When the temporary BMP 8 materials are made of natural plant fibers unaltered by synthetic materials the Engineer 9 may allow leaving the BMP in place. 10 11 The Contractor shall remove BMPs and associated hardware in a way that minimizes 12 soil disturbance. The Contractor shall permanently stabilize all bare and disturbed soil 13 after removal of BMPs. If the installation and use of the erosion control BMPs have 14 compacted or otherwise rendered the soil inhospitable to plant growth, such as 15 construction entrances, the Contractor shall take measures to rehabilitate the soil to 16 facilitate plant growth. This may include, but is not limited to, ripping the soil, '17 incorporating soil amendments, or seeding with the specified seed. 18 19, At the request of the Contractor and at the sole discretion of the Engineer the CSWGP 20 may be transferred back to the Contracting Agency. Approval of the Transfer of 21 Coverage request will require the following: 22. 23 1. All other Work required for Contract Completion has been completed. 24 25 2. All Work required for compliance with the CSWGP has been completed to the 26 maximum extent possible. This includes removal of BMPs that are no longer 27 needed and the site has undergone all Stabilization identified for meeting the 28 requirements of Final Stabilization in the CSWGP. 29 30 3. An Equitable Adjustment change order for the cost of Work that has not been 31 completed by the Contractor. 32 33 4. Submittal of the Washington State Department of Ecology Transfer of 34 Coverage form (Ecology form ECY 020-87a) to the Engineer. 35 36 If the Engineer approves the transfer of coverage back to the Contracting Agency, the 37 requirement in Section 1-07.5(3) for the Contractor's submittal of the Notice of 38 Termination form to the Washington State Department of Ecology will not apply. 39 40 8-01.4 Measurement 41 This section's content is deleted and replaced with the following new subsections: 42 43 8.01.4(1) Lump Sum Bid for Project (No Unit Items) 44 When the Bid Proposal contains the item "Erosion Control and Water Pollution 45 Prevention" there will be no measurement of unit or force account items for Work 46 defined in Section 8-01 except as described in Sections 8-01.4(3) and 8-01.4(4). Also, 47 except as described in Section 8-01.4(3), all of Sections 8-01.4(2) and 8-01.5(2) are 48 deleted. 49 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 35 1 8-01.4(2) Item Bids 2 When the Proposal does not contain the items "Erosion Control and Water Pollution 3 Prevention", Section 8-01.4(1) and 8-01.5(1) are deleted and the Bid Proposal will 4 contain some or all of the following items measured as noted. 5 6 ESC lead will be measured per day for each day that an inspection is made and a 7 report is filed. 8 9 Biodegradable erosion control blanket and plastic covering will be measured by the 10 square yard along the ground slope line of surface area covered and accepted. 11 12 Turbidity curtains will be measured by the linear foot along the ground line of the 13 installed curtain. 14 15 Check dams will be measured per linear foot one time only along the ground line of 16 the completed check dam. No additional measurement will be made for check 17 dams that are required to be rehabilitated or replaced due to wear. 18 19 Stabilized construction entrances will be measured by the square yard by ground 20 slope measurement for each entrance constructed. 21 22 Tire wash facilities will be measured per each for each tire wash installed. 23 24 Street cleaning will be measured by the hour for the actual time spent cleaning 25 pavement, refilling with water, dumping and transport to and from cleaning 26 locations within the project limits, as authorized by the Engineer. Time to mobilize 27 the equipment to or from the project limits on which street cleaning is required will 28 not be measured. 29 30 Inlet protections will be measured per each for each initial installation at a 31 drainage structure. 32 33 Silt fence, gravel filter, compost berms, and wood chip berms will be measured by 34 the linear foot along the ground line of the completed barrier. 35 36 Wattles and compost socks will be measured by the linear foot. 37 38 Temporary curbs will be measured by the linear foot along the ground line of the 39 completed installation. 40 41 Temporary pipe slope drains will be measured by the linear foot along the flow line 42 of the pipe. 43 44 Coir logs will be measured by the linear foot along the ground line of the completed 45 installation. 46 47 Outlet protections will be measured per each initial installation at an outlet location. 48 49 Tackifiers will be measure by the acre by ground slope measurement. 50 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 36 1 8-01.4(3) Reinstating Unit Items with Lump Sum Erosion Control and Water 2 Pollution Prevention 3 The Contract Provisions may establish the project as lump sum, in accordance with 4 Section 8-01.4(1) and also include one or more of the items included above in Section 5 8-01.4(2). When that occurs, the corresponding measurement provision in Section 8- 6 01.4(2) is not deleted and the Work under that item will be measured as specified. 7 8 8-01.4(4) Items not included with Lump Sum Erosion Control and Water Pollution 9 Prevention 10 Compost blanket will be measured by the square yard by ground slope surface area 11 covered and accepted. 12 13 Mulching will be measured by the acre by ground slope surface area covered and 14 accepted. 15 16 Seeding, fertilizing, liming, mulching, and mowing, will be measured by the acre by 17 ground slope measurement. 18 19 Seeding and fertilizing by hand will be measured by the square yard by ground slope 20 measurement. No adjustment in area size will be made for the vegetation free zone 21 around each plant. 22 23 Fencing will be measured by the linear foot along the ground line of the completed 24 fence. 25 26 8-01.5 Payment 27 This section's content is deleted and replaced with the following new subsections: 28 29 8-01.5(1) Lump Sum Bid for Project (No Unit Items) 30 Payment will be made for the following Bid item when it is included in the Proposal: 31 32 "Erosion Control and Water Pollution Prevention", lump sum. 33 34 The lump sum Contract price for "Erosion Control and Water Pollution Prevention" 35 shall be full pay to perform the Work as described in Section 8-01 except for costs 36 compensated by Bid Proposal items inserted through Contract Provisions as 37 described in Section 8-01.4(2). Progress payments for the lump sum item "Erosion 38 Control and Water Pollution Prevention" will be made as follows: 39 40 1. The Contracting Agency will pay 15 percent of the bid amount for the 41 initial set up for the item. Initial set up includes the following: 42 43 a. Acceptance of the TESC Plan provided by the Contracting Agency or 44 submittal of a new TESC Plan, 45 46 b. Submittal of a schedule for the installation of the BMPs, and 47 48 c. Identifying water quality sampling locations. 49 50 2. 70 percent of the bid amount will be paid in accordance with Section 1- 51 09.9. 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 37 1 3. Once the project is physically complete and copies of the all reports 2 submitted to the Washington State Department of Ecology have been 3 submitted to the Engineer, and, if applicable, transference of the CSWGP 4 back to the Contracting Agency is complete, the remaining 15 percent of 5 the bid amount shall be paid in accordance with Section 1-09.9. 6 7 8-01.5(2) Item Bids 8 "ESC Lead", per day. 9 10 `Turbidity Curtain", per linear foot. 11 12 'Biodegradable Erosion Control Blanket", per square yard. 13 14 "Plastic Covering", per square yard. 15 16 "Check Dam", per linear foot. 17 18 "Inlet Protection", per each. 19 20 "Gravel Filter Berm", per linear foot. 21 22 "Stabilized Construction Entrance", per square yard. 23 24 "Street Cleaning", per hour. 25 26 "Silt Fence", per linear foot. 27 28 "Wood Chip Berm", per linear foot. 29 30 "Compost Berm", per linear foot. 31 32 "Wattle", per linear foot. 33 34 "Compost Sock", per linear foot. 35 36 "Coir Log", per linear foot. 37 38 'Temporary Curb", per linear foot. 39 40 'Temporary Pipe Slope Drain", per linear foot. 41 42 'Temporary Seeding", per acre. 43 44 "Outlet Protection", per each. 45 46 "Tackifier", per acre. 47 48 "Erosion/Water Pollution Control", by force account as provided in Section 1-09.6. 49 50 Maintenance and removal of erosion and water pollution control devices including 51 removal and disposal of sediment, stabilization and rehabilitation of soil disturbed 52 by these activities, and any additional Work deemed necessary by the Engineer to AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412/18 AMD - 38 1 control erosion and water pollution will be paid by force account in accordance with 2 Section 1-09.6. 3 4 To provide a common Proposal for all Bidders, the Contracting Agency has entered an 5 amount in the Proposal to become a part of the Contractor's total Bid. 6 7 8-01.5(3) Reinstating Unit Items with Lump Sum Erosion Control and Water 8 Pollution Prevention 9 The Contract may establish the project as lump sum, in accordance with Section 8- 10 01.4(1) and also reinstate the measurement of one or more of the items described in 11 Section 8-01.4(2), except for Erosion/Water Pollution Control, by force account. When 12 that occurs, the corresponding payment provision in Section 8-01.5(2) is not deleted 13 and the Work under that item will be paid as specified. 14 15 8-01.5(4) Items not included with Lump Sum Erosion Control and Water Pollution 16 Prevention 17 Payment will be made for each of the following Bid items when they are included in the 18 Proposal: 19 20 "Compost Blanket", per square yard. 21 22 "Mulching", per acre 23 24 "Mulching with PAM", per acre 25 26 "Mulching with Short-Term Mulch", per acre. 27 28 "Mulching with Moderate-Term Mulch", per acre. 29 30 "Mulching with Long-Term Mulch", per acre. 31 32 "Seeding, Fertilizing and Mulching", per acre. 33 34 "Seeding and Fertilizing", per acre. 35 36 "Seeding and Fertilizing by Hand", per square yard. 37 38 "Second Application of Fertilizer", per acre. 39 40 "Liming", per acre. 41 42 "Mowing", per acre. 43 44 "Seeding and Mulching", per acre. 45 46 "High Visibility Fence", per linear foot. 47 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 39 1 8-02.AP8 2 Section 8-02, Roadside Restoration 3 January 2, 2018 4 8-02.2 Materials 5 The reference to the material "Soil" is revised to read "Topsoil". 6 7 8-02.5 Payment 8 The following new paragraph is inserted following the Bid item "Plant Selection ", per 9 each: 10 11 The unit Contract price for "Plant Selection ", per each shall be full pay for all Work 12 to perform the work as specified within the planting area prior to planting for weed 13 control, planting area preparation and installation of plants with initial watering. 14 15 The paragraph following the Bid item "PSIPE ", per each is revised to read: 16 17 The unit Contract price for 'PSIPE ", per each, shall be full pay for all Work to 18 perform the work as specified within the planting area for weed control and planting 19 area preparation, planting, cleanup, and water necessary to complete planting 20 operations as specified to the end of first year plant establishment. 21 22 8-04.AP8 23 Section 8-04, Curbs, Gutters, and Spillways 24 April 2, 2018 25 8-04.2 Materials 26 In the first paragraph, the reference to "Portland Cement" is revised to read: 27 28 Cement 9-01 29 30 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways 31 The first paragraph is supplemented with the following: 32 33 Roundabout truck apron cement concrete curb and gutter shall be constructed with air 34 entrained concrete Class 4000 conforming to the requirements of Section 6-02. 35 36 8-06.AP8 37 Section 8-06, Cement Concrete Driveway Entrances 38 April 2, 2018 39 8-06.2 Materials 40 In the first paragraph, the reference to "Portland Cement" is revised to read: 41 42 Cement 9-01 43 44 8-06.3 Construction Requirements 45 The first paragraph is revised to read: 46 47 Cement concrete driveway approaches shall be constructed with air entrained concrete 48 Class 4000 conforming to the requirements of Section 6-02 or Portland Cement or AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4/2118 AMD - 40 1 Blended Hydraulic Cement Concrete Pavement conforming to the requirements of 2 Section 5-05. 3 4 8-07.AP8 5 Section 8-07, Curbs, Gutters, and Spillways 6 April 2, 2018 7 8-07.3(1) Installing Curbs 8 The first sentence of the first paragraph is revised to read: 9 10 The curb shall be firmly bedded for its entire length and breadth on a mortar bed 11 conforming to Section 9-20.4(3) composed of one part Portland cement or blended 12 hydraulic cement and two parts sand. 13 14 The fourth paragraph is revised to read: 15 16 All joints between adjacent pieces of curb except joints for expansion and/or drainage 17 as designated by the Engineer shall be filled with mortar composed of one part Portland 18 cement or blended hydraulic cement and two parts sand. 19 20 8-11.AP8 21 Section 8-11, Guardrail 22 April 2, 2018 23 8-11.3(1)C Terminal and Anchor Installation 24 The first sentence of the second to last paragraph is revised to read 25 26 Assembly and installation of Beam Guardrail Non-flared Terminals for Type 31 guardrail 27 shall be supervised at all times by a manufacturer's representative, or an installer who 28 has been trained and certified by the manufacturer. 29 30 The last paragraph is revised to read: 31 32 Beam Guardrail Non-flared Terminals for Type 31 guardrail shall meet the crash test 33 and evaluation criteria in the Manual for Assessing Safety Hardware (MASH). 34 35 8-11.4 Measurement 36 The third paragraph is revised to read: 37 38 Measurement of beam guardrail terminal will be per each for the 39 completed terminal. 40 41 The fourth paragraph is revised to read: 42 43 Measurement of beam guardrail Type 31 buried terminal Type 2 will be per linear foot 44 for the completed terminal. 45 46 8-11.5 Payment 47 The Bid item 'Beam Guardrail Buried Terminal Type 1", per each is deleted from this 48 section. 49 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 41 1 The Bid item "Beam Guardrail Buried Terminal Type 2", per linear foot and the following 2 paragraph are revised to read: 3 4 'Beam Guardrail Type 31 Buried Terminal Type 2", per linear foot. 5 6 The unit Contract price per linear foot for `Beam Guardrail Type 31 Buried Terminal 7 Type 2" shall be full payment for all costs to obtain and provide materials and perform 8 the Work as described in Section 8-11.3(1)C. 9 10 8-14.AP8 11 Section 8-14, Cement Concrete Sidewalks 12 April 2, 2018 13 8-14.2 Materials 14 In the first paragraph, the reference to "Portland Cement' is revised to read: 15 16 Cement 9-01 17 18 In the second paragraph, each reference to "Federal Standard 595" is revised to read "SAE 19 AMS Standard 595". 20 21 8-16.AP8 22 Section 8-16, Concrete Slope Protection 23 April 2, 2018 24 8-16.2 Materials 25 In the first paragraph, the last two material references are revised to read: 26 27 Poured Portland Cement or Blended Hydraulic Cement 28 Concrete Slope Protection 9-13.5(2) 29 Pneumatically Placed Portland Cement or Blended 30 Hydraulic Cement Concrete Slope Protection 9-13.5(3) 31 32 8-20.AP8 33 Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation 34 Systems, and Electrical 35 April 2, 2018 36 8-20.1(1) Regulations and Code 37 The last paragraph is revised to read: 38 39 Persons performing electrical Work shall be certified in accordance with and supervised 40 as required by RCW 19.28.161. Proof of certification shall be worn at all times in 41 accordance with WAC 296-46B-942. Persons failing to meet these certification 42 requirements may not perform any electrical work, and shall stop any active electrical 43 work, until their certification is provided and worn in accordance with this Section. 44 45 8-20.2(2) Equipment List and Drawings 46 This section is renumbered: 47 AMENDMENTS TO THE 2818 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 42 1 8-20.2(1) Equipment List and Drawings 2 3 8-20.3(4) Foundations 4 The second sentence of the first paragraph is revised to read: 5 6 Concrete for Type II, III, IV, V, and CCTV signal standards and light standard 7 foundations shall be Class 4000P and does not require air entrainment. 8 9 8-20.3(5)A General 10 The last two sentences of the last paragraph is deleted. 11 12 This section is supplemented with the following: 13 14 All conduits shall include a pull tape with the equipment grounding conductor. The pull 15 tape shall be attached to the conduit near the end bell or grounded end bushing, or to 16 duct plugs or caps if present, at both ends of the conduit. 17 18 8-20.3(8) Wiring 19 The seventeenth paragraph is supplemented with the following: 20 21 Pulling tape shall meet the requirements of Section 9-29.1(10). Pull string may not be 22 used. 23 24 8-21.AP8 25 Section 8-21, Permanent Signing 26 January 2, 2018 27 8-21.3(9)F Foundations 28 Item number 3 of the twelfth paragraph is supplemented with the following new sentence: 29 30 Class 4000P concrete for roadside sign structures does not require air entrainment. 31 32 9-02.AP9 33 Section 9-02, Bituminous Materials 34 April 2, 2018 35 9-02.1 Asphalt Material, General 36 The second paragraph is revised to read 37 38 The Asphalt Supplier of Performance Graded (PG) asphalt binder and emulsified 39 asphalt shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 40 "Standard Practice for Asphalt Suppliers That Certify Performance Graded and 41 Emulsified Asphalts". The Asphalt Supplier's QCP shall be submitted and receive the 42 acceptance of the WSDOT State Materials Laboratory. Once accepted, any change to 43 the QCP will require a new QCP to be submitted for acceptance. The Asphalt Supplier 44 of PG asphalt binder and emulsified asphalt shall certify through the Bill of Lading that 45 the PG asphalt binder or emulsified asphalt meets the Specification requirements of the 46 Contract, 47 48 9-02.1(4) Performance Graded Asphalt Binder (PGAB) 49 This section's title is revised to read: AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4/2118 AMD - 43 1 2 Performance Graded (PG)Asphalt Binder 3 4 The first paragraph is revised to read: 5 6 PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades 7 specified in the Contract shall be used in the production of HMA. For HMA with greater 8 than 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt 9 binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended in the 10 proportions of the mix design shall meet the PG asphalt binder requirements of 11 AASHTO M 332 Table 1 for the grade of asphalt binder specified by the Contract. 12 13 The second paragraph, including the table, is revised to read: 14 15 In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders 16 shall meet the following requirements: 17 Additional Requirements by Performance Grade (PG)Asphalt Binders Property Test PG58S- PG58H- PG58V- PG64S-28 PG64H- PG64V- Method 22 22 22 28 28 -------- ----. ................................. ......-............................._._._......-..................... RTFO Residue, Average AASHTO Percent T 350' 30% Min. 20% Min. 25%Min. 30% Min. Recovery Cd) 3.2 kPa 'Specimen conditioned in accordance with AASHTO T 240- RTFO, _._............._.._..._.......................__....._.._.. _..................._.................. _.................................. 18 19 The third paragraph is revised to read: 20 21 The RTFO 4rd;r, and the PAV direct tension specifications of AASHTO M 332 are not 22 required. 23 24 This section is supplemented with the following: 25 26 If the asphalt binder verification sample test results fail to meet AASHTO Test Method T 27 350 "Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of 28 Asphalt Binder Using a Dynamic Shear Rheometer (DSR)" for average percent recovery 29 @ 3.2 kPa for the applicable grades of binder in accordance with Section 9-02.1(4), the 30 Contracting Agency may elect to test the sample using AASHTO Test Method T 301 31 "Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a 32 Ductilometer." 33 34 When AASHTO T 301 is used, a minimum of 65% elastic recovery (ER) will be required 35 when tested at 25°C ± 0.5°C. 36 37 9-02.1(6) Cationic Emulsified Asphalt 38 This section is revised to read: 39 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4018 AMD - 44 I Cationic Emulsified Asphalt meeting the requirements of AASHTO M 208 Table 1 of the 2 grades specified in the Contract shall be used. 3 4 9-02.5 Warm Mix Asphalt (WMA) Additive 5 This section, including title, is revised to read: 6 7 9-02.5 HMAAdditive 8 Additives for HMA shall be accepted by the Engineer. 9 10 9-03.AP9 11 Section 9-03, Aggregates 12 April 2, 2018 13 9-03.1 Aggregates for Portland Cement Concrete 14 This section's title is revised to read: 15 16 Aggregates for Concrete 17 18 9-03.1(1) General Requirements 19 The first two sentences of the first paragraph are revised to read: 20 21 Concrete aggregates shall be manufactured from ledge rock, talus, or sand and gravel 22 in accordance with the provisions of Section 3-01. Reclaimed aggregate may be used if 23 it complies with the specifications for concrete. 24 25 The second paragraph (up until the colon) is revised to read: 26 27 Aggregates for concrete shall meet the following test requirements: 28 29 The second sentence of the second to last paragraph is revised to read: 30 31 The Contractor shall submit test results according to ASTM C1567 through the Engineer 32 to the State Materials Laboratory that demonstrate that the proposed fly ash when used 33 with the proposed aggregates and cement will control the potential expansion to 0.20 34 percent or less before the fly ash and aggregate sources may be used in concrete. 35 36 9-03.1(2) Fine Aggregate for Portland Cement Concrete 37 This section's title is revised to read: 38 39 Fine Aggregate for Concrete 40 41 9-03.1(4) Coarse Aggregate for Portland Cement Concrete 42 This section's title is revised to read: 43 44 Coarse Aggregate for Concrete 45 46 9-03.1(4)C Grading 47 The first paragraph (up until the colon) is revised to read: 48 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412/18 AMD - 45 1 Coarse aggregate for concrete when separated by means of laboratory sieves shall 2 conform to one or more of the following gradings as called for elsewhere in these 3 Specifications, Special Provisions, or in the Plans: 4 5 9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete 6 This section's title is revised to read: 7 8 Combined Aggregate Gradation for Concrete 9 10 9-03.1(5)B Grading 11 In the last paragraph, "WSDOT FOP for WAQTC/AASHTO T 27/T 11" is revised to read 12 "FOP for WAQTC/AASHTO T 27/T 11". 13 14 9-03.2 Aggregate for Job-Mixed Portland Cement Mortar 15 This section's title is revised to read: 16 17 Aggregate for Job-Mixed Portland Cement or Blended Hydraulic Cement Mortar 18 19 The first sentence of the first paragraph is revised to read: 20 21 Fine aggregate for portland cement or blended hydraulic cement mortar shall consist of 22 sand or other inert materials, or combinations thereof, accepted by the Engineer, having 23 hard, strong, durable particles free from adherent coating. 24 25 9-03.4(1) General Requirements 26 The first paragraph (up until the colon) is revised to read: 27 28 Aggregate for bituminous surface treatment shall be manufactured from ledge rock, 29 talus, or gravel, in accordance with Section 3-01. Aggregates for Bituminous Surface 30 Treatment shall meet the following test requirements: 31 32 9-03.8(1) General Requirements 33 The first paragraph (up until the colon) is revised to read: 34 35 Aggregates for Hot Mix Asphalt shall meet the fallowing test requirements: 36 37 9-03.8(7) HMA Tolerances and Adjustments 38 In the table in item number 1, the fifth row is revised to read: 39 Asphalt binder -0.4% to 0.5% ±0.7% .................................................................. . 40 41 In the table in item number 1, the following new row is inserted before the last row:. 42 Voids in Mineral 1 0.5/0 Aqqreqate, VMA 43 44 9-03.9(1) Ballast 45 The second paragraph (up until the colon) is revised to read: 46 47 Aggregates for ballast shall meet the following test requirements: 48 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 46 1 9-03.14(4) Gravel Borrow for Structural Earth Wall 2 The second sentence of the first paragraph is revised to read: 3 4 The material shall be substantially free of shale or other soft, poor durability particles, 5 and shall not contain recycled materials, such as glass, shredded tires, concrete rubble, 6 or asphaltic concrete rubble. 7 8 9-03.21(1)E Table on Maximum Allowable percent (By Weight) of Recycled 9 Material 10 "Portland Cement' is deleted from the first two rows in the table. 11 12 9-04.AP9 13 Section 9-04, Joint and Crack Sealing Materials 14 April 2, 2018 15 9-04.1(2) Premolded Joint Filler for Expansion Joints 16 In this section, each reference to "AASHTO T 42" is revised to read "ASTM D 545". 17 18 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement 19 This section is supplemented with the following: 20 21 Hot poured sealant for cement concrete pavement is acceptable for installations in joints 22 where cement concrete pavement abuts a bituminous pavement. 23 24 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement 25 This section is supplemented with the following: 26 27 Hot poured sealant for bituminous pavement is acceptable for installations in joints 28 where cement concrete pavement abuts a bituminous pavement. 29 30 9-04.2(1)B Sand Slurry for Bituminous Pavement 31 Item number 2 of the first paragraph is revised to read: 32 33 2. Two percent portland cement or blended hydraulic cement, and 34 35 9-04.3 Joint Mortar 36 The first paragraph is revised to read: 37 38 Mortar for hand mortared joints shall conform to Section 9-20.4(3) and consist of one 39 part portland cement or blended hydraulic cement, three parts fine sand, and sufficient 40 water to allow proper workability. 41 42 9-05.AP9 43 Section 9-05, Drainage Structures and Culverts 44 April 2, 2018 45 9-05.3(1)C Age at Shipment 46 The last sentence of the first paragraph is revised to read: 47 48 Unless it is tested and accepted at an earlier age, it shall not be considered ready for 49 shipment sooner than 28 days after manufacture when made with Type II portland AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4/2118 AMD - 47 1 cement or blended hydraulic cement, nor sooner than 7 days when made with Type III 2 portland cement. 3 4 9-06.AP9 5 Section 9-06, Structural Steel and Related Materials 6 January 2, 2018 7 9-06.5 Bolts 8 This section's title is revised to read: 9 10 Bolts and Rods 11 12 9-06.5(4) Anchor Bolts 13 This section, including title, is revised to read: 14 15 9-06.5(4) Anchor Bolts and Anchor Rods 16 Anchor bolts and anchor rods shall meet the requirements of ASTM F1554 and, unless 17 otherwise specified, shall be Grade 105 and shall conform to Supplemental 18 Requirements S2, S3, and S4. 19 20 Nuts for ASTM F1554 Grade 105 black anchor bolts and anchor rods shall conform to 21 ASTM A563, Grade D or DH. Nuts for ASTM F1554 Grade 105 galvanized anchor bolts 22 and anchor rods shall conform to either ASTM A563, Grade DH, or AASHTO M292, 23 Grade 21-1, and shall conform to the overtapping, lubrication, and rotational testing 24 requirements in Section 9-06.5(3). Nuts for ASTM F1554 Grade 36 or 55 black or 25 galvanized anchor bolts and anchor rods shall conform to ASTM A563, Grade A or DH. 26 Washers shall conform to ASTM F436. 27 28 The bolts and rods shall be tested by the manufacturer in accordance with the 29 requirements of the pertinent Specification and as specified in these Specifications. 30 Anchor bolts, anchor rods, nuts, and washers shall be inspected prior to shipping to the 31 project site. The Contractor shall submit to the Engineer for acceptance a 32 Manufacturer's Certificate of Compliance for the anchor bolts, anchor rods, nuts, and 33 washers, as defined in Section 1-06.3. If the Engineer deems it appropriate, the 34 Contractor shall provide a sample of the anchor bolt, anchor rod, nut, and washer for 35 testing. 36 37 All bolts, rods, nuts, and washers shall be marked and identified as required in the 38 pertinent Specification. 39 40 9-06.18 Metal Bridge Railing 41 The second sentence of the first paragraph is revised to read: 42 43 Steel used for metal railings, when galvanized after fabrication in accordance with 44 AASHTO M111, shall have a controlled silicon content of either 0.00 to 0.06 percent Or 45 0.15 to 0.25 percent. 46 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 48 1 9-07.AP9 2 Section 9-07, Reinforcing Steel 3 April 2, 2018 4 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and 5 Cement Concrete Pavement Rehabilitation) 6 The first paragraph (up until the colon) is revised to read: 7 8 Corrosion resistant dowel bars shall be 1'/2 inch outside diameter plain round steel bars 9 or tubular bars 18 inches in length and meet the requirements of one of the following: 10 11 Item number 4 and 5 of the first paragraph are revised to read: 12 13 4. Corrosion-resistant, low-carbon, chromium plain steel bars for concrete 14 reinforcement meeting all the requirements of ASTM A 1035 Alloy Type CS Grade 15 100 or Alloy Type CS Grade 120. 16 17 5. Zinc Clad dowel bars shall be 1'/2 inch solid bars or tubular bars with 1.695 inch 18 outside diameter by 0.120 inch wall and shall have a minimum 0.035 inch A710 19 Zinc alloy clad to a plain steel inner bar meeting the chemical and physical 20 properties of AASHTO M 31, Grade 60, or AASHTO M 255, Grade 60. A710 Zinc 21 shall be composed of: zinc: 99.5 percent, by weight, minimum; copper: 0.1-0.25 22 percent, by weight; and iron: 0.0020 percent, by weight, maximum. Each end of 23 tubular bars shall be plugged using a snug-fitting insert to prohibit any intrusion of 24 concrete or other materials. 25 26 9-08.AP9 27 Section 9-08, Paints and Related Materials 28 January 2, 2018 29 9-08.1(2)K Orange Equipment Enamel 30 In the second sentence of the first paragraph, the reference to "Federal Standard 595" is 31 revised to read "SAE AMS Standard 595'. 32 33 9-08.1(8) Standard Colors 34 In the first paragraph, the reference to "Federal Standard 595' is revised to read "SAE AMS 35 Standard 595'. 36 37 9-13.AP9 38 Section 9-13, Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion 39 and Scour Protection and Rock Walls 40 April 2, 2018 41 9-13.1(1) General 42 The last paragraph is revised to read: 43 44 Riprap and quarry spalls shall be free from segregation, seams, cracks, and other 45 defects tending to destroy its resistance to weather and shall meet the following test 46 requirements: 47 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4/218 AMS - 49 1 9-13.5 Concrete Slope Protection 2 This section is revised to read: 3 4 Concrete slope protection shall consist of reinforced portland cement or blended 5 hydraulic cement concrete poured or pneumatically placed upon the slope with a 6 rustication joint pattern or semi-open concrete masonry units placed upon the slope 7 closely adjoining each other. 8 9 9-13.5(2) Poured Portland Cement Concrete Slope Protection 10 This section's title is revised to read: 11 12 Poured Portland Cement or Blended Hydraulic Cement Concrete Slope Protection 13 14 9-13.5(3) Pneumatically Placed Portland Cement Concrete Slope Protection 15 This section's title is revised to read: 16 17 Pneumatically Placed Portland Cement or Blended Hydraulic Cement Concrete 18 Slope Protection 19 20 The first paragraph is revised to read: 21 22 Cement—This material shall be portland cement or blended hydraulic cement as 23 specified in Section 9-01. 24 25 9-13.7(1) Rock for Rock Walls and Chinking Material 26 The first paragraph (up until the colon) is revised to read: 27 28 Rock for rock walls and chinking material shall be hard, sound and durable material, 29 free from seams, cracks, and other defects tending to destroy its resistance to weather, 30 and shall meet the following test requirements: 31 32 9-14.AP9 33 Section 9-14, Erosion Control and Roadside Planting 34 January 2, 2018 35 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs) 36 In the second column of Table 1, "ASTM D 586" is revised to read "AASHTO T 267". 37 38 In Table 1, the second to last row is deleted. 39 40 9-16.AP9 41 Section 9-16, Fence and Guardrail 42 April 2, 2018 43 9-16.3(5) Anchors 44 The last paragraph is revised to read: 45 46 Cement grout shall conform to Section 9-20.3(4) and consist of one part portland 47 cement or blended hydraulic cement and two parts sand. 48 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 50 1 9-18.AP9 2 Section 9-18, Precast Traffic Curb 3 April 2, 2018 4 9-18.1(1) Aggregates and Proportioning 5 Item number 1 of the first paragraph is revised to read: 6 7 1, Portland cement or blended hydraulic cement shall conform to the requirements of 8 Section 9-01 except that it may be Type I portland cement conforming to AASHTO 9 M 85. 10 11 9-20.AP9 12 Section 9-20, Concrete Patching Material, Grout, and Mortar 13 January 2, 2018 14 9-20.5 Bridge Deck Repair Material 15 Item number 3 of the first paragraph is revised to read: 16 17 3. Permeability of less than 2,000 coulombs at 28-days or more in accordance with 18 AASHTO T 277. 19 20 9-21.AP9 21 Section 9-21, Raised Pavement Markers (RPM) 22 January 2, 2018 23 9-21.2 Raised Pavement Markers Type 2 24 This section's content is deleted. 25 26 9-21.2(1) Physical Properties 27 This section, including title, is revised to read: 28 29 9-21.2(1) Standard Raised Pavement Markers Type 2 30 The marker housing shall contain reflective faces as shown in the Plans to reflect 31 incident light from either a single or opposite directions and meet the requirements of 32 ASTM D 4280 including Flexural strength requirements. 33 34 9-21.2(2) Optical Requirements 35 This section, including title, is revised to read: 36 37 9-21.2(2) Abrasion Resistant Raised Markers Type 2 38 Abrasion Resistant Raised Markers Type 2 shall comply with Section 9-21.2(1) and 39 meet the requirements of ASTM D 4280 with the following additional requirement: The 40 coefficient of luminous intensity of the markers shall be measured after subjecting the 41 entire lens surface to the test described in ASTM D 4280 Section 9.5 using a sand drop 42 apparatus. After the exposure described above, retroreflected values shall not be less 43 than 0.5 times a nominal unblemished sample. 44 45 9-21.2(3) Strength Requirements 46 This section is deleted in its entirety. 47 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4/2/18 AMD - 51 1 9-26.AP9 2 Section 9-26, Epoxy Resins 3 April 2, 2018 4 9-26.1(2) Packaging and Marking 5 The second paragraph is revised to read: 6 7 Containers shall be identified as "Component A" (contains the Epoxy Resin) and 8 "Component B" (Contains the Curing Agent) and shall show the type, grade, class, and 9 mixing directions as defined by these Specifications. Each container shall be marked by 10 permanent marking with the name of the formulator, the lot or batch number, the date of 11 packaging, expiration date and the quantity contained in pounds or gallons. If the two 12 containers are furnished in a single cartridge, that cartridge shall be marked by 13 permanent marking to the cartridge with the name of the formulator and the lots or batch 14 numbers for both Component A and Component B, the date of packaging, expiration 15 date, and the quantity contained in ounces or milliliters. 16 17 9-28.AP9 18 Section 9-28, Signing Materials and Fabrication 19 April 2, 2018 20 9-28.10 Vacant 21 This section, including title, is revised to read: 22 23 9-28.10 Digital Printing 24 Transparent and opaque durable inks used in digital printed sign messages shall be as 25 recommended by the manufacturer. When properly applied, digital printed colors shall 26 have a warranty life of the base retroreflective sign sheeting. Digital applied colors shall 27 present a smooth surface, free from foreign material, and all messages and borders 28 shall be clear and sharp. Digital printed signs shall conform to 70% of the retroreflective 29 minimum values established for its type and color. Digitally printed signs shall meet the 30 daytime color and luminance, and nighttime color requirements of ASTM D 4956. No 31 variations in color or overlapping of colors will be permitted. Digital printed permanent 32 traffic signs shall have an integrated engineered match component clear protective 33 overlay recommended by the sheeting manufacturer applied to the entire face of the 34 sign. On Temporary construction/maintenance signs printed with black ink only, the 35 protective overlay film is optional, as long as the finished sign has a warranty of a 36 minimum of three years from sign sheeting manufacturer. 37 38 All digital printed traffic control signs shall be an integrated engineered match 39 component system. The integrated engineered match component system shall consist 40 of retroreflective sheeting, durable ink(s), and clear overlay film all from the same 41 manufacturer applied to aluminum substrate conforming to Section 9-28.8. 42 43 The sign fabricator shall use an approved integrated engineered match component 44 system as listed on the Qualified Products List (QPL). Each approved digital printer 45 shall only use the compatible retroreflective sign sheeting manufacturer's engineered 46 match component system products. 47 48 Each retroreflective sign sheeting manufacturer/integrated engineered match 49 component system listed on the QPL shall certify a department approved sign fabricator 50 is approved to operate their compatible digital printer. The sign fabricator shall re-certify AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 52 1 annually with the retroreflective sign manufacturer to ensure their digital printer is still 2 meeting manufacturer's specifications for traffic control signs. Documentation of each 3 re-certification shall be submitted to the QPL Engineer annually. 4 5 9-28.11 Hardware 6 The last paragraph is revised to read; 7 8 All steel parts shall be galvanized in accordance with AASHTO M111. Steel bolts and 9 related connecting hardware shall be galvanized in accordance with ASTM F 2329. 10 11 9-28.14(2) Steel Structures and Posts 12 The first sentence of the third paragraph is revised to read: 13 14 Anchor rods for sign bridge and cantilever sign structure foundations shall conform to 15 Section 9-06.5(4), including Supplemental Requirement S4 tested at -20°F. 16 17 In the second sentence of the fourth paragraph, °AASHTO M232° is revised to read °ASTM 18 F 2329". 19 20 The first sentence of the fifth paragraph is revised to read: 21 22 Except as otherwise noted, steel used for sign structures and posts shall have a 23 controlled silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. 24 25 The last sentence of the last paragraph is revised to read: 26 27 If such modifications are contemplated, the Contractor shall submit a Type 2 Working 28 Drawing of the proposed modifications. 29 30 9-29.AP9 31 Section 9-29, Illumination, Signal, Electrical 32 April 2, 2018 33 9-29.1 Conduit, Innerduct, and Outerduct 34 This section is supplemented with the following new subsection: 35 36 9-29.1(10) Pull Tape 37 Pull tape shall be pre-lubricated polyester pulling tape. The pull tape shall have a 38 minimum width of %-inch and a minimum tensile strength of 500 pounds. Pull tape may 39 have measurement marks. 40 41 9-29.2(1) Junction Boxes 42 The first paragraph is revised to read: 43 44 For the purposes of this Specification concrete is defined as portland cement or blended 45 hydraulic cement concrete and non-concrete is all others. 46 47 9-29.2(1)A2 Non-Concrete Junction Boxes 48 The first paragraph is revised to read: 49 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 53 1 Material for the non-concrete junction boxes shall be of a quality that will provide for a 2 similar life expectancy as portland cement or blended hydraulic cement concrete in a 3 direct burial application. 4 5 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes 6 In the table in the last paragraph, the fourth, fifth and sixth rows are revised to read: 7 Slip Resistant Lid ASTM A36 steel Frame ASTM A36 steel Slip Resistant Frame ASTM A36 steel 8 9 9-29.6 Light and Signal Standards 10 In the first sentence of the third paragraph, "AASHTO M232" is revised to read "ASTM F 11 2329". 12 13 Item number 2 of the last paragraph is revised to read: 14 15 2. The steel light and signal standard fabricator's shop drawing submittal, including 16 supporting design calculations, submitted as a Type 2E Working Drawing in 17 accordance with Section 8-20.2(1) and the Special Provisions. 18 19 9-29.6(1) Steel Light and Signal Standards 20 In the second paragraph, "AASHTO M232" is revised to read "ASTM F 2329", 21 22 The first sentence of the last paragraph is revised to read: 23 24 Steel used for light and signal standards shall have a controlled silicon content of either 25 0.00 to 0.06 percent or 0.15 to 0.25 percent. 26 27 9-29.6(5) Foundation Hardware 28 In the last paragraph, "AASHTO M232" is revised to read "ASTM F 2329". 29 30 9-29.10(1) Conventional Roadway Luminaires 31 This section is revised to read: 32 33 All conventional roadway luminaires shall meet 3G vibration requirements as described 34 in ANSI C136.31. 35 36 All luminaires shall have housings fabricated from aluminum. The housing shall be 37 painted flat gray, SAE AMS Standard 595 color chip No. 26280, unless otherwise 38 specified in the Contract. Painted housings shall withstand a 1,000 hour salt spray test 39 as specified in ASTM 3117. 40 41 Each housing shall include a four bolt slip-fitter mount capable of accepting a nominal 2" 42 tenon and adjustable within +/- 5 degrees of the axis of the tenon. The clamping 43 bracket(s) and the cap screws shall not bottom out on the housing bosses when 44 adjusted within the +/- 5 degree range. No part of the slipfitter mounting brackets on the 45 luminaires shall develop a permanent set in excess of 0.2 inch when the cap screws 46 used for mounting are tightened to a torque of 32 foot-pounds. Each luminaire shall 47 include leveling reference points for both transverse and longitudinal adjustment. 48 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 54 1 All luminaires shall include shorting caps when shipped. The caps shall be removed and 2 provided to the Contracting Agency when an alternate control device is required to be 3 installed in the photocell socket. House side shields shall be included when required by 4 the Contract. Order codes shall be modified to the minimum extent necessary to include 5 the option for house side shields. 6 7 This section is supplemented with the following new subsections: 8 9 9-29.10(1)A High Pressure Sodium (HPS) Conventional Roadway Luminaires 10 HPS conventional roadway luminaires shall meet the following requirements: 11 12 1. General shape shall be "cobrahead° style, with flat glass lens and full cutoff 13 optics. 14 15 2. Light pattern distribution shall be IES Type III. 16 17 3. The reflector of all luminaires shall be of a snap-in design or secured with 18 screws. The reflector shall be polished aluminum or prismatic borosilicate 19 glass. 20 21 4. Flat lenses shall be formed from heat resistant, high-impact, molded 22 borosilicate or tempered glass. 23 24 5. The lens shall be mounted in a doorframe assembly, which shall be hinged to 25 the luminaire and secured in the closed position to the luminaire by means of 26 an automatic latch. The lens and doorframe assembly, when closed, shall 27 exert pressure against a gasket seat. The lens shall not allow any light output 28 above 90 degrees nadir. Gaskets shall be composed of material capable of 29 withstanding the temperatures involved and shall be securely held in place. 30 31 6. The ballast shall be mounted on a separate exterior door, which shall be 32 hinged to the luminaire and secured in the closed position to the luminaire 33 housing by means of an automatic type of latch (a combination hex/slot 34 stainless steel screw fastener may supplement the automatic-type latch). 35 36 7. Each luminaire shall be capable of accepting a 150, 200, 250, 310, or 400 watt 37 lamp complete and associated ballast. Lamps shall mount horizontally. 38 39 9-29.10(1)B Light Emitting Diode (LED) Conventional Roadway Luminaires 40 LED Conventional Roadway Luminaires are divided into classes based on their 41 equivalent High Pressure Sodium (HPS) luminaires. Current classes are 200W, 250W, 42 310W, and 400W. LED luminaires are required to be pre-approved in order to verify 43 their photometric output. To be considered for pre-approval, LED luminaires must meet 44 the requirements of this section. 45 46 LED luminaires shall include a removable access door, with tool-less entry, for access 47 to electronic components and the terminal block. The access door shall be removable, 48 but include positive retention such that it can hang freely without disconnecting from the 49 luminaire housing. LED drivers may be mounted either to the interior of the luminaire 50 housing or to the removable door itself. 51 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 41/18 AMD - 55 1 LED drivers shall be removable for user replacement. All internal modular components 2 shall be connected by means of mechanical plug and socket type quick disconnects. 3 Wire nuts may not be used for any purpose. All external electrical connections to the 4 luminaire shall be made through the terminal block. 5 6 LED luminaires shall include a 7-pin NEMA photocell receptacle. The LED driver(s) 7 shall be dimmable from ten volts to zero volts. LED output shall have a Correlated Color 8 Temperature (CCT) of 4000K nominal (4000-4300K) and a Color Rendering Index (CRI) 9 of 70 or greater. LED output shall be a minimum of 85% at 75,000 hours at 25 degrees 10 Celsius. 11 12 LED luminaires shall be available for 120V, 240V, and 480V supply voltages. Voltages 13 refer to the supply voltages to the luminaires present in the field. LED power usage shall 14 not exceed the following maximum values for the applicable wattage class: 15 Class Max. Wattage 20OW 110W 250W 165W 31OW 21OW 40OW 275W _...... ..�.............................. 16 17 Only one brand of LED conventional roadway luminaire may be used on a Contract. 18 They do not necessarily have to be the same brand as any high-mast, underdeck, or 19 wall-mount luminaires when those types of luminaires are specified in the Contract. 20 LED luminaires shall include a standard 10 year manufacturer warranty. 21 22 The list of pre-approved LED Conventional Roadway Luminaires is available at 23 http://www.wsdot.wa.gov/Design/Traffic/ledluminaires.htm. 24 25 9-29.10(2) Decorative Luminaires 26 This section, including title, is revised to read: 27 28 9-29.10(2) Vacant 29 30 9-29.12 Electrical Splice Materials 31 This section is supplemented with the following new subsections: 32 33 9-29.12(3) Splice Enclosures 34 9-29.12(3)A Heat Shrink Splice Enclosure 35 Heat shrink splice enclosures shall be medium or heavy wall cross-linked 36 polyclefin, meeting the requirements of AMS-DTL-23053/15, with thermoplastic 37 adhesive sealant. Heat shrink splices used for"wye" connections require rubber 38 electrical mastic tape. 39 40 9-29.12(3)B Molded Splice Enclosure 41 Molded splice enclosures shall use epoxy resin in a clear rigid plastic mold. The 42 material used shall be compatible with the insulation material of the insulated 43 conductor or cable. The component materials of the resin insulation shall be 44 packaged ready for convenient mixing without removing from the package. 45 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 4018 AMD - 56 1 9-29.12(4) Re-Enterable Splice Enclosure 2 Re-enterable splice enclosures shall use either dielectric grease or a flexible resin 3 contained in a two-piece plastic mold. The mold shall either snap together or use 4 stainless steel hose clamps. 5 6 9-29.12(5) Vinyl Electrical Tape for Splices 7 Vinyl electrical tape in splicing applications shall meet the requirements of MIL-1- 8 24391 C. 9 10 9-29.12(1) Illumination Circuit Splices 11 This section is revised to read: 12 13 Underground illumination circuit splices shall be solderless crimped connections 14 capable of securely joining the wires, both mechanically and electrically, as defined in 15 Section 8-20.3(8). Aerial illumination splices shall be solderless crimp connectors or 16 split bolt vice-type connectors. 17 18 9-29.12(1)A Heat Shrink Splice Enclosure 19 This section is deleted in its entirety. 20 21 9-29.12(1)B Molded Splice Enclosure 22 This section is deleted in its entirety. 23 24 9-29.12(2) Traffic Signal Splice Material 25 This section is revised to read: 26 27 Induction loop splices and magnetometer splices shall use an uninsulated barrel-type 28 crimped connector capable of being soldered. 29 30 9-29.16(2)E Painting Signal Heads 31 In the first sentence, "Federal Standard 595" is revised to read "SAE AMS Standard 595. 32 33 9-29.17 Signal Head Mounting Brackets and Fittings 34 In the first paragraph, item number 2 under Stainless Steel is revised to read: 35 36 2. Bands or cables for Type N mount. 37 38 9-29.20 Pedestrian Signals 39 In item 2C of the second paragraph, "Federal Standard 595' is revised to read "SAE AMS 40 Standard 595'. 41 42 9-34.AP9 43 Section 9-34, Pavement Marking Material 44 January 2, 2018 45 9-34.2(2) Color 46 Each reference to "Federal Standard 595° is revised to read "SAE AMS Standard 595'. 47 48 9-34.2(5) Low VOC Waterborne Paint 49 The heading "Standard Waterborne Paint' is supplemented with "Type 1 and 2". 50 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 57 1 The heading "High-Build Waterborne Paint" is supplemented with "Type 4". 2 3 The heading "Cold Weather Waterborne Paint" is supplemented with "Type 5". 4 5 In the row beginning with "° @90°F", each minimum value is revised to read "60". 6 7 In the row beginning with "Fineness of Grind, (Hegman Scale)", each minimum value is 8 revised to read "3". 9 10 The last four rows are replaced with the following: 11 Vehicle Composition ASTM D 100%acrylic emulsion 100%cross-linking 100%acrylic emulsion 2621 — -- — acrylic^ — .......e-------------------------------------------------------- - Freeze-Thaw ASTM D C� 5 cycles show no @ 5 cycles show no @ 3 cycles show no Stability, KU 2243 and D coagulation or change coagulation or change coagulation or change 562 in viscosity greater in viscosity greater in viscosity greater _ than± 10 KU than ± 10 KU than ± 10 KU Heat Stability ASfff D 5622 ± 10 KU from the initial ± 10 KU from the initial ± 10 KU from the initial viscosity viscosity Viscosity ow,Temperature ASTM D No Cracks" No Cracks Film Formation 28053 _._.................................................................. ._................................_ .._ Cold Flexibility ASTM D 5 2 2 Pass at 0.5 in mandrel` Test Deck Durability^ ASTM D913 >_70%paint retention in wheel track" ----.m.m.m.m. ..m..m.---...�...m........................................................... Mud Crackinq (See ------�._.__ ......... ......................__ 13 After the preceding Amendments are applied, the following new column is inserted after the 14 "Standard Waterborne Paint Type 1 and 2" column: 15 Semi-Durable Waterborne Paint Type 3 White Yellow Min. Max. Min. Max. Within±0.3 of qualification sample 80 95 80 95 60 60 77 77 65 65 43 43 1.25 11 1.25 3 3 0.98 0,96 88 50 00° 100, 9.5 9.5 10 10 100%acrvlic emulsion 9 5 cycles show no coagulation or change in viscosity creator than± 10 KU ± 10 KU from the initial viscosity No Cracks Pass at 0.25 in mandrel >_70%paint retention in wheel track No Cracks AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 58 1 2 The footnotes are supplemented with the following: 3 4 °Cross-linking acrylic shall meet the requirements of federal specification TT-P-1952F 5 Section 3.1.1. 6 7 SCold Flexibility: The paint shall be applied to an aluminum panel at a wet film thickness 8 of 15 mils and allowed to dry under ambient conditions (50±10% RH and 72±5 'F) for 24 9 hours. A cylindrical mandrel apparatus (in accordance with ASTM D522 method B) shall 10 be put in a 40°F refrigerator when the paint is drawn down. After 24 hours, the 11 aluminum panel with dry paint shall be put in the 40OF refrigerator with the mandrel 12 apparatus for 2 hours. After 2 hours, the panel and test apparatus shall be removed and 13 immediately tested to according to ASTM D522 to evaluate cold flexibility. Paint must 14 show no evidence of cracking, chipping or flaking when bent 180 degrees over a 15 mandrel bar of specified diameter. 16 17 6NTPEP test deck, or a test deck conforming to ASTM D713, shall be conducted for a 18 minimum of six months with the following additional requirements: it shall be applied at 19 15 wet mils to a test deck that is located at 40N latitude or higher with at least 10,000 20 ADT and which was applied during the months of September through November. 21 22 7Paint is applied to an approximately 4"x12" aluminum panel using a drawdown bar with 23 a 50 mil gap. The coated panel is allowed to dry under ambient conditions (50±10% RH 24 and 72±5 'F) for 24 hours. Visual evaluation of the dry film shall reveal no cracks. 2.5 26 9-34.3 Plastic 27 In the first sentence of the last paragraph, "Federal Standard 595" is revised to read "SAE 28 AIMS Standard 595". 29 30 9-34.3(2) Type B — Pre-Formed Fused Thermoplastic 31 In the last two paragraphs, each reference to "Federal Standard 595' is revised to read "SAE 32 AMS Standard 595'. 33 34 9-34.7(1) Requirements 35 The first paragraph is revised to read: 36 37 Field performance evaluation is required for low VOC solvent-based paint per Section 9- 38 34.2(4), Type A— liquid hot applied thermoplastic per Section 9-34.3(1), Type B — 39 preformed fused thermoplastic per Section 9-34.3(2), Type C — cold applied preformed 40 tape per Section 9-34.3(3), and Type D — liquid applied methyl methacrylate per Section 41 9-34.3(4). 42 43 The last paragraph is deleted. 44 45 9-34.7(1)C Auto No-Track Time 46 The first paragraph is revised to read: 47 48 Auto No-Track Time will only be required for low VOC solvent-based paint in 49 accordance with Section 9-34.2(4). 50 51 The second and third sentences of the second paragraph are deleted. AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS BOOK Revised: 412118 AMD - 59 SPECIAL PROVISIONS CONTENTS PAGE INTRODUCTION .,............. ..................... SP-1 DIVISION 1 GENERAL REQUIREMENTS ................................. SP-3 1 -01 Definitions and Terms—........... .......__.... SP-3 1 -02 Bid Procedures and Conditions...................................... SP-4 1 -03 Award and Execution of Contract--..... ..... ........... .... SP-9 1 -04 Scope of the Work ........................................ . ............SP-10 1-05 Control of Work ... .... .................................. . ......... ....SP-11 1-06 Control of Material ....................................... . ..... ...SP-18 1-07 Legal Relations and Responsibilities to the Public---,... SP-22 1 -08 Prosecution and Progress ............................................. SP-52 1 -09 Measurement and Payment .......................................... SP-55 1 -10 Temporary Traffic Control ............................................ SP-56 DIVISION 2 EARTHWORK...................................................... SP-60 2-02 Removal of Structures and Obstructions SP-60 2-03 Roadway Excavation and Embankment .......................... SP-63 2-06 Subgrade Preparation .................................................. SP-63 2-07 Watering ................................................................... SP-64 2-09 Structure Excavation ........................ .... SP-65 2-12 Construction Geosynthetic............................................ SP-65 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-99 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS........... SP-100 7-05 Manholes, Inlets, Catch Basins, and Drywells .................. SP-100 7-06 Gas Valve Requirements —,....---............ .............SP-103 7-08 General Pipe Installation Requirements SP-103 7-12 Valves for Water Mains ,,,,,,,,,,,,,,,,,,,,,,, SP-105 DIVISION 8 MISCELLANEOUS CONSTRUCTION ..................... SP-107 8-01 Erosion Control and Water Pollution Control.................... SP-107 8-02 Roadside Restoration................................................... SP-115 8-04 Curbs, Gutters, and Spillways ...................... ..... ........... SP-118 8-05 Monitoring Well ............ ............... ............................... SP-119 8-06 Cement Concrete Driveway Entrances............................ SP-119 8-09 Raised Pavement Markers ........................... ................. SP-120 East Valley Highway Preservation/Inouye May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 KENT SPECIAL PROVISIONS106 TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-1 3 Monument Cases .. ......................................................SP-121 8-14 Cement Concrete Sidewalks ........................................ . SP-121 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical.......................... . SP-123 8-21 Permanent Signing...................................................... SP-127 8-22 Pavement Marking ...................................................... SP-129 8-23 Temporary Pavement Markings .....................................SP-133 8-28 Pothole Utilities .................................................... ...... SP-134 8-30 Project Signs..............................................................SP-135 8-35 Field Trailer................................................................ SP-136 DIVISION 9 MATERIALS........................................................ SP-139 9-02 Bituminous Materials ................................................... SP-139 9-03 Aggregates,,,,,,,,,, ,,,,,,,,, ,,,,,,,,,,, ...... ...., ,,.,.,,,,,.,,,, SP-140 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls .................. SP-142 9-14 Erosion Control and Roadside Planting ........................... SP-142 9-28 Signing Materials and Fabrication .................................. SP-146 9-29 Illumination, Signal, Electrical....................................... SP-148 9-30 Water Distribution Materials ................................... ...... SP-150 9-34 Pavement Marking Materials................................... ......SP 150 Standard Plans ..................................................... ...... SP-151 KENT STANDARD PLANS ...................„..-- ......................„„..„....... A-1 WSDOT STANDARD PLANS.......................................................... A-2 TRAFFIC CONTROL PLANS .................................„........................ A-3 PROJECTSIGN............................................................................ A-4 SAMPLE DBE CONDITON OF AWARD LETTER............................... A-5 WSDOT SPCC PLAN TEMPLATE.................................................... A-6 PREVAILING WAGE RATES............................................................ A-7 East Valley Highway Preservation/Inouye May 30, 2018 Federal Aid Number, STPUL-1073(005) Project Number: 07-3003.2 SPEC IAL P1ROV I ,a'�` IONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2018 Standard Specifications for Road, Bridge and Municipal Construction, and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) General Special Provision (******) Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. (Regions' date) Region Special Provision (BSP date) Bridges and Structures Special Provision General Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill-in". Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: Regions' ER Eastern Region NCR North Central Region NWR Northwest Region OR Olympic Region SCR South Central Region SWR Southwest Region WSF Washington State Ferries Division Bridges and Structures Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill-in". Project Specific Special Provisions normally appear only in the contract for which they were developed. East Valley Highway Preservation/Inouye SP - 1 May 30, 2018 Federal Aid Number: STPLIL-1073(005) Project Number: 07-3003.2 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, 2018 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, 2073 APWA GSP) (April 1, 2013 WSDOT GSP) 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 Kent Design and Construction Standards Contractor shall obtain copies of these publications, at Contractor's own expense, East Valley Highway Preservation/Inouye SP - 2 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2018 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 REQUREMIENTS DESCRIPTION OF WORK (March 13, 1995) This Contract provides for the improvement of East Valley Highway from S. 1801h St. to S. 1961h St and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01 DEFINITIONS AND TERMS SECTION 1-01. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General (Special Provision) When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1 -01 ," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement (Special Provision) EA Each Eq. Adj. Equitable Adjustment FA Force Account FIR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT PROVISIONS" DEFINITION, IS SUPPLEMENTED WITH THE FOLLOWING: East Valley Highway Preservation/Inouye SP - 3 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 1-01.3 Definitions (Special Provision) Also incorporated in the Contract by reference are: 1 . Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders (Special Provision) Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications (Special Provision) 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. East Valley Highway Preservation/Inouye SP - 4 May 30, 201B Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms (Special Provision) Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at KentWA.gov✓doin_g-business✓bicls-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. 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. Preparation of Proposal Section 1 -02.6 is supplemented with the following: (August 28, 2017) The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance form (WSDOT Form 272-009). Failure to return this certification as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal (Special Provision) It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. 1-02.6 Preparation of Proposal (June 20, 2077 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. East Valley Highway Preservation/Inouye SP - 5 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 Delete the fourth paragraph and replace it 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 with the Underutilized Disadvantaged Business Enterprise Utilization Certification only in the event the bidder's efforts to solicit sufficient UDBE participation have been unsuccessful. Directions for delivery of the Underutilized Disadvantaged Business Enterprise Written Confirmation Documents and Underutilized Disadvantaged Business Enterprise Good Faith Effort documentation are included in Sections 1-02.9 Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any UDBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any UDBE requirements are to be satisfied through such an agreement. Add the following new section: 1-02.6(1) Recycled Materials Proposal (January 4, 2076 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, SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: (*** k*I 1-02.7 Bid Deposit (Special Provision) East Valley Highway Preservation/Inouye SIP - 6 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State 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 (July 31, 2017 APWA GSP, Option A) 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. If the project has FHWA funding and requires UDBE Written Confirmation Document(s) or Good Faith Effort (GFE) Documentation, then to be considered responsive, the Bidder shall submit Written Confirmation Documentation from each UDBE firm listed on the Bidder's completed UDBE Utilization Certification, form 272-056U, as required by Section 1 -02.6. The UDBE Written Confirmation Document(s) and/or GFE (if any) shall be received either with the Bid Proposal or as a Supplement to the Bid. The document(s) shall be received no later than 24 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. The Bidder shall submit to the Contracting Agency a signed "Certification of Compliance with Wage Payment Statutes" document where the Bidder under penalty of perjury verifies that the Bidder is in compliance with responsible bidder criteria in RCW 39.04.350 subsection (1) (g), as required per Section 1-02.14. The "Certification of Compliance with Wage Payment Statutes" document shall be received either with the Bid Proposal or no later than 24 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) must be submitted in a sealed envelope labeled the same as for the Proposal, with "Supplemental Information" added. 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. 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, GFE documentation, or Certification of Compliance with Wage Payment Statutes) East Valley Highway Presevation/Inouye SP - 7 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number, 07-3003.2 that is received after the time specified above, or received in a location other than that specified in the Call for Bids. SECTION 1-02. 10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal (Special Provision) After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02. 11 IS DELETED AND REPLACED WITH THE FOLLOWING: (+ +** *I 1-02.11 Combination and Multiple Proposals (Special Provision) No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02. 13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals (Special Provision) a. The bidder is not prequalified when so required, SECTION 1-02. 14 IS REVISED BYDELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders (Special Provision) 3. The bidder is not qualified for the work or to the full extent of the bid. East Valley Highway Preservation/Inouye SP - 8 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03. 1 1S REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 11-03.1 Consideration of Bids (Special Provision) The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. 1-03.1 (1) Identical Bid Totals (January 4, 2076 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 maiterials percentage that is exactly equal to the highest proposed recycled materials amount, are eligible to draw. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: (**** **1 1-03.3 /Execution of Contract (Special Provision) East Valley Highway Preservation/Inouye SP - 9 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number, 07-3003.2 No claim for delay shall be granted to the Contractor due to its failure to submit the. re.quire.d dnctiments to tha City in arrnrdance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review (Special Provision) Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK 1-04.2 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 (Special Provision) 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. East Valley Highway Preservation/Inouye SP - 10 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 If the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04. 11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup (Special Provision) 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 SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER PARAGRAPH 7 1-05.4 Conformity With and Deviations From Plans and Stakes (Special Provision) To the extent a conflict exists between the requirements of WSDOT Section 1 -05.4 and Kent Special Provision Section 1 -05.5, the requirements of KSP Section 1 -05.5 will prevail. DIVISION 1 /S SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: (x* ***I East Valley Highway Preservation/Inouye SP - 11 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 1-05.5 Contractor Surveying - Roadway 1-05.5(1) General (Special Provision) New Section Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for setting, maintaining, and resetting all staged alignment stakes; surfacing and paving grades necessary for the construction of the temporary roadbeds, channelization and pavement markings, guardrails, barriers, and signing associated with the Traffic Control Staging Plans; and all features of the TESC items on the project. The Contractor shall also be responsible for setting, maintaining and resetting of all stakes necessary for layout of work performed from Contractor working drawings, Contractor designed temporary work access and temporary-stockpile sites. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 1 . Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish, the centerlines of all staged alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and Pis) and at points on the alignments spaced no further than 50 feet. 3. Establish roadbed and surfacing elevations for temporary surfacing by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10-foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where, the East Valley Highway Preservation/Inouye SP - 12 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. 4. Establish intermediate elevation benchmarks as needed to check work throughout the project. 5. Provide references for paving pins for temporary paving at 25-foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. 6. Provide staking and layout as necessary to adequately locate, construct and check temporary channelization and pavement marking, barrier, impact attenuators and signing shown in the Traffic Control Staging Plan. 7. Provide staking and layout as necessary for Contractor designed features depicted in working drawings. 8. Provide staking and layout as necessary for Contractor designed temporary construction access and Contractor selected stockpile sites. 9. Provide staking and layout as necessary for all Temporary Erosion and Sediment Control items to be installed on the project. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: Vertical Horizontal Subgrade grade stakes set 0.04 feet below grade ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Stationing on roadway N/A t0.1 feet Alignment on roadway N/A ±0.04 feet Surfacing grade stakes ±0.1 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Roadway paving pins for temporary surfacing or paving ±0.1 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) East Valley Highway Preservation/Inouye SP - 13 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Numbers 07-3003.2 The Contracting Agency may spot-check the Contractor's surveying. These spotchecks will not change the requirements for normal checking by the Contractor. Contracting Agency shall provide alignment reference stakes prior to paving, and again after final paving. Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of paint. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. Contractor shall protect and preserve all agency provided stakes. Damaged or missing stakes shall be replaced at the contractor expense to the satisfaction of the engineer. Upon request, the contracting agency survey crews maybe available to replace control stakes. The contractor shall reimburse the contracting agency for all expenses for requested survey work. Currently, the average rate of reimbursement is $270/hour. When staking roadway alignment and stationing, the Contractor may perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor may calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor-provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. Payment Payment will be made in accordance with Section 1 -04.1 for the following bid item when included in the proposal: "Roadway Surveying", lump sum. The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. 1-05.7 Removal of Defective and Unauthorized Work (October 7, 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 East Valley Highway Preservation/Inouye SP - 14 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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. 1-05.8 City's Right to Correct Defective and Unauthorized Work (Special Provision) New Section If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect East Valley Highway Preservation/Inouye SP - 15 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.9(1) Operational Testing (Special Provision) New Section It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) East Valley Highway Preservation/Inouye SP - 16 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 Delete the sixth and seventh paragraphs of this section. 1-05.14 Cooperation With Other Contractors Section 1 -05.14 is supplemented with the following: (March 13, 1995) Other Contracts Or Other Work It is anticipated that the following work adjacent to or within the limits of this project will be performed by others during the course of this project and will require coordination of the work: Puget Sound Energy, Centuryl-ink, Comcast and Verizon may be performing adjustments of their existing utility vaults and manholes along East Valley Highway, from S. 180" St. to S. 196th St. Work will begin after the curb ramps have been reconstructed, the roadway has been planed, and the roadway overlaid. The Contractor shall coordinate with the utility companies and their contractors to allow them to complete their adjustments as shown or called out in the plans and these specifications. The Contractor shall provide adequate time in their schedule to allow the utility companies to complete their necessary work. The Contractor shall provide a minimum 5 working days notice to the utility companies in which to adjust the vault or manhole to grade. Details of known projects are as follow: City Projec S. 224`h Street Project — 84th Ave. S. to 88`h Ave. S. The City of Kent is constructing a new three-lane roadway from East Valley Highway to 881h Avenue S. Included in the project is a new bridge over SR 167. The City has closed 881h Avenue S. for the duration of the project, which is on- going and is expected to be completed in Spring 2019. S. 2281h St. Grade Separation at Union Pacific Railroad The City of Kent is constructing a grade separation at the Union Pacific Railroad crossing. The City will be closing S. 228th Street for the duration of the project. Construction is anticipated to begin in Summer 2018 and expected to be completed in mid-2020. Other Contracts or Other Work — WSDOT Project 1-405 - SR 167 Interchange Direct Connector Project WSDOT is constructing a new flyover ramp connecting the HOT lanes on SR 167 to the carpool lanes on 1-405 in Renton. Construction is on-going with project completion expected in mid-2019. SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: East Valley Highway Preservation/Inouye SP - 17 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 1-05.16 Water and Power (Special Provision) New Section The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements (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. 1-06 CONTROL OF MATERIAL Section 1-06 is supplemented with the following: Buy America (August 6, 2012) 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 occurred in a foreign country. East Valley Highway Preservation/Inouye SP - 18 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number: 07-3003,2 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. 52 06051 . 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. 1-06.2 Acceptance of Materials SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY 11-06.2(2) Statistical Evaluation of Materials for Acceptance (Special Provision) East Valley Highway Preservation/Inouye SP - 19 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 1 -06.6 Recycled Materials (January 4, 2076 APWA GSP) 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, SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures (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. 1-06.7(2) Schedule of Submittals (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 East Valley Highway Preservation/Inouye SP - 20 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples (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: East Valley Highway Preservation/Inouye SP - 21 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought, 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re-submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents (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. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax (Special Provision) East Valley Highway Preservation/Inouye SP - 22 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: (**** T*) 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax (Special Provision) Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1 -07.2(2) in the proposal bid items. SECTION 1-07.6 /S SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: (* *****) 1-07.6 Permits and Licenses (Special Provision) The City has obtained the following: SEPA NEPA City of Kent Noise Ordinance Exemption City of Renton Installation Agreement (for traffic signal modifications at S. 180tn St./SE 43rd St.) 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. Load Limits Section 1 -07.7 is supplemented with the following; (March 13, 1995) If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. East Valley Highway Preservation/Inouye SP - 23 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH. 1-07.9(1) General (Special Provision) To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. Requirements For Nondiscrimination Section 1 -07.11 is supplemented with the following: (June 1, 2017) 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 currently certified by Washington State. The on-line Directory is available to Contractors for their use in identifying and soliciting interest from DBE firms. The database is located under the Firm Certification section of the Diversity Management and Compliance System web page (https://wsdot.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 East Valley Highway Preservation/Inouye SP - 24 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 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." Contract — For this provision only, this definition supplements Section 1 - 01 .3. 49 CFR 26.5 defines contract as: "... a legally binding relationship obligating a seller to furnish supplies or services (including, but not limited to, construction and professional services) and the buyer to pay for them. For purposes of this part, a lease is considered to be a contract." 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. DBE Commitment — The dollar amount the Contractor indicates they will be subcontracting to be applied towards the DBE Condition of Award Goal as shown on the DBE Utilization Certification Form for each DBE Subcontractor. This DBE Commitment amount will be incorporated into the Contract and shall be considered a Contract requirement. Any changes to the DBE Commitment shall require Engineer's approval. DBE Condition of Award (COA) Goal — An assigned numerical percentage of the Bid amount of the Contract. 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). The DBE COA Goal will also be applied to change orders associated with this Contract. Force Account Work — Work measured and paid in accordance with Section 1 -09.6. Good Faith Efforts — Efforts to achieve the DBE 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. 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 East Valley Highway Preservation/Inouye SP - 25 May 30, 201B Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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. DBE GOA Goal The Contracting Agency has established a COA Contract Goal in the amount of: eleven (11) percent. DBE Eligibility/Selection of DBEs In order to determine the distinct element(s) of work for which a DBE is certified, Contractors should refer to the Certified Business Description. The Contractor shall not use NAICS codes on the DBE Utilization Certification. 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. Be advised that although a firm is listed in the Certified Firm Directory, there are cases where the listed firm is in a temporary suspension status. The Contractor shall review the OMWBE Suspended DBE Firms list. A DBE firm that is included on this list may not enter into new contracts that count towards participation. DBE participation cannot be counted toward the Contractor's contract goal until the amount being counted has actually been paid to the DBE including return of retainage. In all cases the DBE must be certified in advance for the work being considered and performing a CUE during the execution of the Work. The following are some examples 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 credited 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. 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 East Valley Highway Preservation/Inouye SP - 26 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 be eligible for DBE credit unless the DBE is certified as a supplier or equipment leasing company. 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. If a DBE subcontracts a portion of the Work of its contract to another firm, the value of the subcontracted Work may be counted toward the DBE COA Goal only if the DBE's Lower-Tier Subcontractor is also a DBE. Work subcontracted to a non-DBE does not count towards the DBE COA Goal. 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. The subcontract agreement shall incorporate requirements of the primary Contract. Subcontract agreements of all tiers, including lease agreements shall be readily available at the project site for the Engineer's review. DBE Service Provider The value of fees or commissions charged by a DBE Broker, a DBE 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 towards meeting the DBE COA Goal if the fee/commission is determined by the Contracting Agency to be reasonable and the firm has performed a CUF. Documentation will be required to support the fee/commission charged by the DBE. Force Account Work When the Contractor elects to utilize force account Work to meet the DBE COA Goal, as demonstrated by listing this force account Work on the DBE Utilization Certification Form, for the purposes of meeting DBE COA Goal, only 50% of the Proposal amount shall be credited toward the Contractors Commitment to meet the DBE COA Goal. One hundred percent of the actual amounts paid to the DBE for the force account Work shall be credited towards DBE COA Goal or DBE participation. East Valley Highway Preservation/Inouye SP - 27 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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. In addition if the DBE firm utilizes the Contractor's equipment, such as Transportable Attenuators and Portable Changeable Message Signs (PCMS) no DBE credit can be taken for supplying and operating the items. Trucking DBE trucking firm participation may only be credited to the DBE COA Goal for the value of the hauling services, not for the materials being hauled unless the trucking firm is also certified as a supplier. 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. 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 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 non-DBE truck leasing company, but can only receive credit towards DBE participation if the DBE uses its own employees as drivers. DBE credit for a truck broker is limited to the fee/commission that the DBE receives for arranging transportation services. Truck registration and lease agreements shall be readily available at the project site for the Engineer review. DBE Manufacturer and DBE Regular Dealer One hundred percent (100%) of the cost of the manufactured product obtained from a DBE manufacturer may count toward the DBE COA Goal, The DBE Manufacturer shall be certified as such by OMWBE. Sixty percent (60%) of the cost of materials or supplies purchased from a DBE Regular Dealer may be credited toward meeting the DBE COA Goal. If the role of the DBE Regular Dealer is determined to be that of a pass- through, then no DBE credit will be given for its services. If the role of the DBE Regular Dealer is determined to be that of a Broker, then DBE East Valley Highway Preservation/Inouye SP - 28 May 30, 2018 Federal Aid Number: STPt1L-1073(005) Project Number: 07-3003,2 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. Regular Dealer DBE firms must be approved before being 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 DBE COA Goal participation, the Regular Dealer must submit the Regular Dealer Status Request form a minimum of five days prior to bid opening. Purchase of materials or supplies from a DBE which is neither a manufacturer nor a regular dealer, (i.e. Broker) only the fees or commissions 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 toward DBE COA Goal, 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 DBE COA Goal. 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. Disadvantaged Business Enterprise Utilization To be eligible for award of the Contract, the Bidder shall properly complete and submit a Disadvantaged Business Enterprise Utilization Certification with the Bidder's sealed Bid Proposal, as specified in Section 1 -02.9 Delivery of Proposal. The Bidder's Disadvantaged Business Enterprise Utilization Certification must clearly demonstrate how the Bidder intends to meet the DBE COA Goal. A Disadvantaged Business Enterprise Utilization Certification (WSDOT Form 272-056) is included in your 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 DBE COA Goal. Force account at 50% • Regular dealer at 60% In the event of arithmetic errors in completing the Disadvantaged Business Enterprise Utilization Certification the amount listed to be applied towards the DBE COA Goal for each DBE shall govern and the DBE total amount shall be adjusted accordingly. Note: The Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal submitted that does not contain a East Valley Highway Preservation/Inouye SP - 29 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number, 07-3003,2 Disadvantaged Business Enterprise Utilization Certification Form that accurately demonstrates how the Bidder intends to meet the DBE COA Goal. Disadvantaged Business Enterprise Written Confirmation Document(s) The Bidder shall submit a Disadvantaged Business Enterprise Written Confirmation Document (completed and signed by the DBE) for each DBE firm listed in the Bidder's completed Disadvantaged Business Enterprise 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 DBEs that they are participating in the Contract as provided in the Contractor's Commitment. The Confirmation Documents must be consistent with the Utilization Certification. A Disadvantaged Business Enterprise Written Confirmation Document (form No. 422-031) is included in your 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 DBE 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 DBE, the validity of the document comes into question. The associated DBE participation may not receive credit. Selection of Successful Bidder/Good Faith Efforts (GFE) 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 DBE 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 DBEs listed on the DBE Utilization Certification. Achieving the DBE COA Goal may be accomplished in one of two ways: 1 By meeting the DBE COA Goal Submission of the DBE Utilization Certification and supporting DBE Written Confirmation Document(s) showing the Bidder has obtained enough DBE participation to meet or exceed the DBE COA Goal. 2. By documentation that the Bidder made adequate GFE to meet the DBE 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 DBE participation have been unsuccessful. The Bidder must supply GFE documentation in addition to the Disadvantaged Business East Valley Highway Preservation/Inouye SP - 30 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 Enterprise Utilization Certification, and supporting Disadvantaged Business Enterprise (DBE) Written Confirmation Document(s). Note: In the case where the Bidder was awarded the contract based on demonstrating adequate GFE the advertised DBE COA Goal will not be reduced. The Bidder shall demonstrate a GEE during the life of the Contract to attain the advertised DBE COA Goal. GEE documentation shall be received, as specified in the special provisions for Section 1 -02.9 Delivery of Proposal. The Contracting Agency will review the GEE documentation and will determine if the Bidder made an adequate good faith effort. Good Faith Effort (GFE) Documentation GEE is evaluated when: 1 . Determining award of a Contract that has COA goal, 2. When a COA DBE is terminated and substitution is required, and 3. Prior to Physical Completion when determining whether the Contractor has satisfied its DBE 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 DBE 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. 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 DBEs who have the capability to perform the Work of the Contract. The Bidder must solicit this interest within sufficient time to allow the DBEs to respond to the solicitation. The Bidder must determine with certainty if the DBEs are interested by taking appropriate steps to follow up initial solicitations. 2. Selecting portions of the Work to be performed by DBEs in order to increase the likelihood that the DBE COA Goal will be achieved. This includes, where appropriate, breaking out contract Work items into economically feasible units to facilitate DBE participation, even when the Contractor might otherwise prefer to perform these Work items with its own forces. 3. Providing interested DBEs 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 DBEs. It is the Bidder's responsibility to make a portion of the Work available to DBE East Valley Highway Preservation/Inouye SP - 31 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number, 07-3003.2 subcontractors and suppliers and to select those portions of the Work or material needs consistent with the available DBE subcontractors and suppliers, so as to facilitate DBE participation. Evidence of such negotiation includes the names, addresses, and telephone numbers of DBEs that were considered; a description of the information provided regarding the Plans and Specifications for the Work selected for subcontracting; and evidence as to why additional agreements could not be reached for DBEs to perform the Work. b. A Bidder using good businessjudgment 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 DBE COA Goal into consideration. However, the fact that there may be some additional costs involved in finding and using DBEs is not in itself sufficient reason for a Bidder's failure to meet the DBE COA Goal, as long as such costs are reasonable. Also, the ability or desire of a Contractor to perform the Work of a Contract with its own organization does not relieve the Bidder of the responsibility to make Good Faith Efforts. Contractors are not, however, required to accept higher quotes from DBEs if the price difference is excessive or unreasonable. 4. Not rejecting DBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities. The Contractor'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 Contractor's efforts to meet the DBE COA Goal. 5. Making efforts to assist interested DBEs in obtaining bonding, lines of credit, or insurance as required by the recipient or Contractor. 6. Making efforts to assist interested DBEs 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 DBEs. 8. Documentation of GFE must include copies of each DBE and non-DBE subcontractor quotes submitted to the Bidder when a non-DBE subcontractor is selected over a DBE for Work on the Contract. (ref. updated DBE regulations — 26.53(b)(2)(vi) & App. A) Administrative Reconsideration of GFE Documentation Any Bidder has the right to reconsideration but only for the purpose of reassessing the GFE documentation that was originally submitted with their Bid, and determined to be inadequate. East Valley Highway Preservation/Inouye SP - 32 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 • 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 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. 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 DBE Bid Item Breakdown is required which shall contain the following information for all DBEs as shown on the Disadvantaged Business Enterprise Utilization Certification: a. Correct business name, federal employee identification number (if available), and mailing address. b. List of all Bid items assigned to each DBE with a clear description of Work to be performed for each Bid item and the dollar value of the Work to be performed by the DBE. c. Description of partial items (if any) to be sublet to each DBE specifying the Work committed under each item to be performed and including the dollar value of the DBE portion. d. Total amounts shown for each DBE shall match the amount shown on the Disadvantaged Business Enterprise Utilization Certification. A DBE Bid Item Breakdown that does not conform to the Disadvantaged Business Enterprise Utilization Certification or that demonstrates a different amount of DBE participation than that included in the Disadvantaged Business Enterprise Utilization Certification will be returned for correction. 2. 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. East Valley Highway Preservation/Inouye SP - 33 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 Note: The firms identified by the Contractor may he 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 DBE 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 readily available for review by the Engineer. 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 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. 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 owner demonstrates business related knowledge, shows up on site and is determined to be actively running the business. • The DBE shall with its own workforce, 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. East Valley Highway Preservation/Inouye SP - 34 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 • 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. DBE Utilization Plan The DBE Bid Item Breakdown is the initial plan for Bid Item work committed to DBE firms. When a Contractor identifies a change in the plan, an update shall be submitted within 7 calendar days between Execution and Physical Completion. Plan updates shall not make changes to the Commitment or the DBE Utilization Certification. Joint Checking A joint check is a check between a Subcontractor and the Contractor to the supplier of materials/supplies. The check 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 thejoint 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. Reporting The Contractor and all subcontractors/suppliers/service providers that utilize DBEs to perform work on the project, shall maintain appropriate East Valley Highway Preservation/Inouye SP - 35 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number: 07-3003.2 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 DBE The Contractor shall utilize the COA DBEs to perform the work and supply the materials for which each is committed unless a change is 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 DBEs. Owner Initiated Changes Where the Engineer makes changes that result in changes to Work that was committed to a COA DBE. 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 DBE without good cause. Reducing DBE Commitment is viewed as partial DBE termination, and therefore subject to the termination procedures below. Original Quantity Underruns In the event that Work committed to a DBE firm as part of the COA underruns the original planned quantities the Contractor may be required to substitute the remaining applicable Work to another DBE. Contractor Proposed DBE Substitutions Requests to substitute a COA DBE must be for good cause (see DBE 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 DBE with another certified DBE. When any changes between Contract Award and Execution result in a substitution of COA DBE, the substitute DBE shall be certified prior to the bid opening on the Contract. DBE Termination Termination of a COA DBE (or an approved substitute DBE) is only allowed in whole or in part with prior written approval of the Engineer. If the Contractor terminates a COA DBE without the written approval of the Engineer, the Contractor shall not be entitled to credit towards the DBE COA Goal for any payment for work or material performed/supplied by the COA DBE. In addition sanctions may apply as described elsewhere in this specification. The Contractor must have good cause to terminate a COA DBE. Good cause typically includes situations where the DBE Subcontractor is unable or unwilling to perform the work of its subcontract. Good cause may exist if: East Valley highway Preservation/Inouye SP - 36 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 • The DBE fails or refuses to execute a written contract, • The DBE fails or refuses to perform the Work of its subcontract in a way consistent with normal industry standards. • The DBE fails or refuses to meet the Contractor's reasonable nondiscriminatory bond requirements. • The DBE becomes bankrupt, insolvent, or exhibits credit unworthiness. • The DBE is ineligible to work on public works projects because of suspension and debarment proceedings pursuant to federal law or applicable State law. • The DBE voluntarily withdraws from the project, and provides written notice of its withdrawal. • The DBE's work is deemed unsatisfactory by the Engineer and not in compliance with the Contract. • The DBE's owner dies or becomes disabled with the result that the DBE is unable to complete its Work on the Contract. Good cause does not exist if: • The Contractor seeks to terminate a COA DBE so that the Contractor can self-perform the Work. • The Contractor seeks to terminate a COA DBE so the Contractor can substitute another DBE contractor or non-DBE contractor after Contract Award. • The failure or refusal of the COA DBE 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 DBE's Work). Prior to requesting termination, the Contractor shall give notice in writing to the DBE with a copy to the Engineer of its intent to request to terminate DBE Work and the reasons for doing so. The DBE shall have five (5) days to respond to the Contractor's notice. The DBE'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 DBE is terminated, or fails to complete its work on the Contract for any reason, the Contractor shall substitute with another DBE or provide documentation of GFE. A plan to achieve the COA DBE Commitment shall be submitted to the Engineer within 2 days of the approval of termination or East Valley Highway Preservation/Inouye SIP - 37 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 towards the DBE COA Goal 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 other remedy as the recipient deems appropriate, which may include, but is not limited to: (I)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 DBE 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 DBE 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 n Section 1 -07.11 (5). East Valley Highway Preservation/Inouye SP - 38 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 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. (August 5, 2013) Requirement � for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1 . The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Goal Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) Spokane, WA: SMSA Counties: Spokane, WA 2.8 WA Spokane. Non-SMSA Counties 3.0 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. Richland, WA SMSA Counties: Richland Kennewick, WA 5.4 WA Benton; WA Franklin. Non-SMSA Counties 3.6 WA Walla Walla. Yakima, WA: SMSA Counties: Yakima, WA 9.7 WA Yakima. Non-SMSA Counties 7.2 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan, East Valley Highway Preservation/Inouye SP - 39 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 Seattle, WA: SMSA Counties: Seattle Everett, WA 7.2 WA King; WA Snohomish. Tacoma, WA 6.2 WA Pierce. Non-SMSA Counties 6.1 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA Whatcom. Portland, OR: SMSA Counties: Portland, OR-WA 4.5 WA Clark. Non-SMSA Counties 3.8 WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. These goals are applicable to each nonexempt Contractor's total on-site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice. Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Office of Federal Contract Compliance Programs (OFCCP) within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the Subcontractor; employer identification number of the Subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. The notification shall be sent to: U.S. Department of Labor Office of Federal Contract Compliance Programs Pacific Region Attn: Regional Director San Francisco Federal Building East Valley Highway Preservation/Inouye SIP - 40 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Numbers 07-3003.2 90 — 71h Street, Suite 18-300 San Francisco, CA 94103(415) 625-7800 Phone (415) 625-7799 Fax Additional information may be found at the U.S. Department of Labor website; bit.p://www.dol.gov/ofccp/TAciuides/ct g iide.h9m 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. Standard Federal Equal Employment Oj orp Tunuty Construction Contract Specifications (Executive Order 11246) 1 . As used in these specifications: a. Covered Area means the geographical area described in the solicitation from which this contract resulted; b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941 ; d. Minority includes: (1) Black, a person having origins in any of the Black Racial Groups of Africa. (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin. (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa. (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural identification through tribal affiliation or community recognition. 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. East Valley Highway Preservation/Inouye SP - 41 May 30, 2018 Federal Aid Number, STPUL-1073(005) Project Number. 07-3003.2 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. East Valley Highway Preservation/Inouye SP - 42 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c, Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the job training opportunity and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of Labor, The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on- East Valley Highway Preservation/Inouye SP - 43 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number, 07-3003.2 site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any joh site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. l., Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices,job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. East Valley Highway Preservation/Inouye SP - 44 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association,joint contractor-union, contractor-community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female work-force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11 . The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12, The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, East Valley Highway Preservation/Inouye SP - 45 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 16. Additional assistance for Federal Construction Contractors on contracts administered by Washington State Department of Transportation or by Local Agencies may be found at: Washington State Dept. of Transportation Office of Equal Opportunity PO Box 47314 310 Maple Park Ave. SE Olympia WA 98504-7314 Ph: 360-705-7090 Fax: 360-705-6801 http://www.wsdot.wa.gov/equalopportunity/default.htm Federal Agency Inspection Section 1 -07.12 is supplemented with the following: (January 25, 2016) 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, 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 East Valley Highway Preservation/Inouye SP - 46 May 30, 2016 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 1-07.13 Contractor's Responsibility for Work SECTION 1-07. 13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07. 17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: (*****I 1-07.17 Utilities and Similar Facilities (Special Provision) If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07. 17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: (* **, * I 1-07.17(3) Utility Markings (Special Provision) 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 (Special Provision) New Section East Valley Highway Preservation/Inouye SP - 47 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number. 07-3003.2 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 19.177 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re-marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation (Special Provision) 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 (Special Provision) New Section Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. Genturyl-ink Comcast Gene Reed Jerry Steele 253-872-3959 206-391-1763 Alex Harb 206-345-4476 206 831-0395 (cell) Puget-Sound_gn_grg"1 Gas Puget Sound Energy power Glenn Helton Dennis Booth 253-395-6926 425-417-9188 (cell) 425-559-4647 (cell) Verizon King County Metro "Transit Scott Christenson David Korthals 425-636-6046 206-477-5776 425-471-1079 (cell) SECTION 1-07. IS IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: East Valley Highway Preservation/Inouye SP - 48 May 20, 2018 Federal Aid Number: STPUL-1073(005) Project Number, 07-3003.2 1-07.18 Public Liability and Property Damage Insurance (Special Provision) To the extent a conflict exists between the terms of this Section 1-07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. Public Convenience and Safety Construction Under Traffic Section 1 -07.23(1) is supplemented with the following: (January 2, 2012) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: East Valley Highway Preservation/Inouye SP - 49 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 Regulatory Distance From Posted Speed Traveled Way (Feet) 35 mph or less 10 40 mph 15 45 to 55 mph 20 60 mph or qreater 30 * or 2-feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance 1-07.23(1) Construction Under Traffic (May 2, 2077 APWA GSP) Revise the third sentence of the second paragraph to read: Accessibility to existing or temporary pedestrian push buttons shall not be impaired; if approved by the Contracting Agency activating pedestrian recall timing or other accommodation may be allowed during construction. SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1.07.23(1) Construction Under Traffic (Special Provision) The Contractor shall not have the sidewalks on both sides of the street under construction at the same time. Sidewalk and curb ramp construction shall be staged to provide pedestrian access on one side of the street at all times. Lane Restrictions — Within Kent City Limits The Contractor may close the northbound outside lane from 9:00 a.m. to 5:00 p.m., Monday through Friday, or the southbound outside lane from 7:00 a.m. to 2:00 p.m., Monday through Friday. The Contractor may not close both outside lanes at the same time. The Contractor may close two lanes at a time from 7:00 p.m. to 5:00 a.m., Monday through Friday. There are no lane closure restrictions on Saturday or Sunday, except as noted below for railroad work. When closing multiple lanes, the Contractor must provide at least one lane of travel in each direction. The Contractor may close two thru lanes and the two-way center-turn lane at the railroad crossing on three separate occasions to construct the concrete approaches. The lanes may be closed from 7:00 p.m. Friday and must be open for vehicles on the second following Monday at 7:00 a.m. Lane Restrictions — Within Renton City Limits The Contractor may close a southbound lane from 7:00 p.m. to 5:00 a.m., Monday through Friday. The Contractor must provide at least one southbound lane for vehicles. East Valley Highway Preservation/Inouye SIP - 50 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the closure hours. Lane closures or roadway closures are not allowed on any of the following, which shall take precedence over the allowable hours of lane closures above: 1 . A holiday, 2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or Monday are considered a holiday weekend. A holiday weekend includes Saturday, Sunday, and the holiday. 3. After 12:00 p.m. (noon) on the day prior to a holiday or holiday weekend. 4. From midnight through noon the day following a holiday or holiday weekend. Construction Vehicles Construction vehicles using a closed traffic lane shall travel only in the normal direction of traffic flow unless expressly allowed in an approved traffic control plan, or to keep the asphalt grinding equipment and paving train off the bridge. Construction vehicles shall be equipped with flashing or rotating amber lights, and in operation when in the work zone. Controlled Access No special access or egress will be allowed the Contractor other than normal legal movements or as shown in the Plans. The Contractor shall notify the utility companies at least five working days prior to needing the vaults and manholes adjusted. Public Notification The Contractor shall furnish and install information signs that provide advance notification of lane(s) closure, a minimum of seven (7) calendar days prior to the closure. PCMS may be used for this notice. Sign locations, and messages, shall be as provided to the Engineer for approval. Railroad Notification Railway lockout services will be required whenever the Contractor's work activities are located over or under of and within twenty-five (25) feet measured horizontally from centerline of the track. The Contractor shall contact the BNSF Track Inspector (John Nokes, telephone 206-396-4530) a minimum of seven (7) calendar days prior to needing lockout services. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way (Special Provision) Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. East Valley Highway Preservation/Inouye SP - 51 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers (Special Provision) Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction and Preconstruction Conference (Special Provision) New Section The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. East Valley Highway Preservation/Inouye SP - 52 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number; 07-3003.2 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1 -06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors, Prosecution and Progress Subcontracting Section 1-08.1 is supplemented with the following: (October 12, 1998) 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 (Form 421 -012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects (Form 420-004). The Contractor's records pertaining to the requirements of this Special Provision shall 17 be open to inspection or audit by representatives of the Contracting Agency during the 18 life of the contract and for a period of not less than three years after the date of 19 acceptance of the contract. The Contractor shall retain these records for that period. 20 The Contractor shall also guarantee that these records of all Subcontractors and lower 21 tier Subcontractors shall be available and open to similar inspection or audit for the 22 same time period. 1-08.1 Subcontracting (February 16, 2018 APWA GSP) The eighth and ninth paragraphs are revised to read: On all projects, the Contractor shall certify to the actual amount received from the Contracting Agency and amounts paid to all firms that were used as East Valley Highway Preservation/Inouye SP - 53 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 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. The Contractor shall comply with the requirements of RCW 39.04.250, 39.76.011 , 39,76,020, and 39.76.040, in particular regarding prompt payment to Subcontractors. Whenever the Contractor withholds payment to a Subcontractor for any reason including disputed amounts, the Contractor shall provide notice within 10 calendar days to the Subcontractor with a copy to the Contracting Agency identifying the reason for the withholding and a clear description of what the Subcontractor must do to have the withholding released. Retainage withheld by the Contractor prior to completion of the Subcontractors work is exempt from reporting as a payment withheld and is not included in the withheld amount. The Contracting Agency's copy of the notice to Subcontractor for deferred payments shall be submitted to the Engineer concurrently with notification to the Subcontractor. Prosecution and Progress Subcontracting Section 1 -08.1 is supplemented with the following: (October 12, 1998) 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 (Form 421 -012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects (Form 420-004). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier East Valley Highway Preservation/Inouye SP - 54 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 Subcontractors shall be available and open to similar inspection or audit for the same time period. Time for Completion Section 1 -08.5 is supplemented with the following: (March 13, 1995) This project shall be physically completed within sixty (60) working days, SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion (Special Provision) Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. 1-09 MEASUREMENT AND PAYMENT Payments Retainage Section 1-09.9(1) content and title is deleted and replaced with the following: (June 27, 2011) Vacant 1-09.11 Disputes and Claims SECTION 1-09. 11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 1-09.11 (3) Time Limitations and Jurisdiction (Special Provision) This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's East Valley Highway Preservation/Inouye SP - 55 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. 1-10 TEMPORARY TRAFFIC CONTROL SECTION 1-10. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (** ** **) 1-10.1 General (Special Provision) The Contractor shall provide all flaggers, signs, and traffic control devices. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations that may occur on highways, roads, streets, sidewalks, pedestrian paths, or bicycle paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans or as approved by the Engineer in advance. Temporary Traffic Control Traffic Control Management General Section 1-10.2(1) is supplemented with the following: (January 3, 2017) 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 Ave. Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 12545 135th Ave. NE Kirkland, WA 98034-8709 1 -800-521 -0778 East Valley Highway Preservation/Inouye SP - 56 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003,2 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 1-10.3 Traffic Control Labor, Procedures, and Devices 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices (Special Provision) New Section When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. Measurement Reinstating Unit Items With Lump Sum Traffic Control Section 1-10.4(3) is supplemented with the following: (August 2, 2004) The bid proposal contains the item "Project Temporary Traffic Control," lump sum and the additional temporary traffic control items listed below. The provisions of Section 1 -10.4(1), Section 1-10.4(3), and Section 1-10.5(3) shall apply. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: ltWk* **1 11-10.5 /Payment (Special Provision) Payment will be made in accordance with Section 1 -04.1 , for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described East Valley Highway Preservation/Inouye SP - 57 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 in Section 1 -10.2(1)B, and Section 1 -10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1 -10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor." "Uniformed Off-Duty Police Officer" "Uniformed Off-Duty Police Officer — Overtime or Holiday„ The unit contract price per hour for the above bid items shall be complete compensation for the utilization of a uniformed off-duty police officer and vehicle for traffic control purposes. Cost is per hour for each hour an officer is on the project with a minimum call-out time of four hours. The overtime rate or holiday rate shall be used for any time worked by a police officer in excess of ten (10) hours in a shift or for all hours worked during one of the following holidays — New Year's Day, Martin Luther King Day, President's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, Day after Thanksgiving, and Christmas. The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for "Portable Changeable Message Sign (PCMS)" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1 -10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit contract price for "Sequential' Arrow Sign (SAS)" per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1-10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Traffic Control Labor." When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the East Valley Highway Preservation/Inouye SP - 58 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1 . The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(3) of the WSDOT Standard Specifications. East Valley Highway Preservation/Inouye SP - 59 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations, SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements 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 (Special Provision) 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 East Valley Highway Preservation/Inouye SP - 60 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 (Special Provision) 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. 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 (Special Provision) Payment will be made in accordance with Section 1 -04.1 , for the following bid items when they are included in the Proposal: The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: East Valley Highway Preservation/Inouye SP - 61 May 30, 2018 Federal Aid Number, STPUL-1073(005) Project Number: 07-3003.2 acttox0l depth in inches (square yards) x 6 inches — quantity For example, if the Contractor encounters pavement to be removed which is 8 inches thick and 100 square yards then the quantity would be: 8 100' x 6 = 133 S.Y. No other compensation shall be allowed, The unit contract price per square yard for "Remove Existing Reinforced Cement Concrete Driveway/Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing concrete pavement from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the concrete pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: aCtUOl depth in finches (square yards) x 6 inches = quantity For example, if the Contractor encounters pavement to be removed which is 8 inches thick and 100 square yards then the quantity would be: 8 100' x 6 = 133 S.Y. No other compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut 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 Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove, haul, and dispose of the cement concrete gutter as shown on the plans and described in the specifications. "Removal of Traffic Islands and/or Traffic Curb," lineal feet,. The unit price contract price per lineal foot for "Saw Cut Existing Asphalt Concrete Pavement" constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: East Valley Highway Preservation/Inouye SP - 62 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 .agiLipj dLpLh in Inel`oe:s (square yards) x 6 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 8 inches thick and 100 linear feet then the quantity would be: 8 100' x 6 — 133 S.Y. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site (Special Provision) 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 BYADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests (Special Provision) Maximum density will be determined by the Modified Proctor Method ASTM D- 1 557. All compaction tests if required will be performed by the City, 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements East Valley Highway Preservation/Inouye SP - 63 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number: 07-3003.2 SECTION 2-06.31 ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-06.5 Measurement and Payment (Special Provision) 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 (Special Provision) The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) East Valley Highway Preservation/Inouye SP - 64 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number 07-3003.2 to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. SECTION 2-07.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-07.5 Payment (Special Provision) The unit contract price per hour for "Watering" shall be complete compensation for all labor, equipment, supplies, tools and materials to haul, deliver and distribute water on construction site as required to control dust or street cleaning. Quantities used for all other work including but not limited to: concrete work, hydroseeding and plant establishment, and compaction shall be included in the appropriate bid items. 2-09 STRUCTURE EXCAVATION SECTION 2-09.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-09.3(1) General Requirements (Special Provision) The Contractor shall be responsible for any and all cribbing, sheet piling, shoring, dewatering, or other construction methods or procedures that may be necessary to complete the project, and additional compensation will not be allowed. 2-12 CONSTRUCTION GEOSYNTHETIC SECTION 2-12. 1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-12.1 Description (Special Provision) This work shall consist of furnishing and installing non-woven geotextile fabric at the locations shown on the plans and described in the specifications. SECTION 2-12.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.2 Materials (Special Provision) Non-woven geotextile fabric shall meet the material requirements of Section 9-33 of the WSDOT Standard Specifications for high survivability, separation and soil East Valley Highway Preservation/Inouye SIP - 65 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 stabilization, and underground drainage for each geotextile use as specified on the plans or in the Kent Special Provisions. SECTION 2-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 12-12.3 Construction Requirements (Special Provision) The Contractor shall take all necessary precautions to not tear or damage the fabric during installation. The fabric shall be laid down by hand. Folds or creases in the fabric shall be pulled flat. The fabric sides and ends shall be anchored or weighted sufficiently to prevent slouching. Joints or seams shall be overlapped a minimum of two (2) feet. SECTION 2-12.4 IS SUPPLEMENTED BYADDING THE FOLLOWING: (******) 2-12.4 Measurement (Special Provision) Non-woven geotextile fabric shall be measured per square yard of materials placed. SECTION 2-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.5 Payment (Special Provision) The unit contract price per square yard for "Geotextile Fabric Non-Woven" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to furnish and install the fabric at the locations shown on the plans and described in the specifications. Fast Valley Highway Preservation/Inouye SIP - 66 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 QIVISION 4 BA'SFS DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 4-03 GRAVEL BORROW (******) 4-03.1 Description (Special Provision) 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 (Special Provision) 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 (Special Provision) 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 (Special Provision) 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 (Special Provision) 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: East Valley Highway Preservation/Inouye SP - 67 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003,2 The unit contract price per ton for "Gravel Borrow. Induding Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. This item shall be used for roadway subbase, backfill for water, storm sewer, electrical conduit trenches, and other excavation backfill and compaction unless otherwise noted. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BYADDING THE FOLLOWING: 4-04.3(2) Subgrade (Special Provision) 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 (Special Provision) 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 (Special Provision) 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: East Valley Highway Preservation/Inouye SP - 68 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number, 07-3003.2 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus„ "Crushed Surfacing Base Course 1-1/4 Inch Minus" The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. This bid item also includes proof rolling at the locations shown on the plans or as directed by the Engineer. 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. East Valley Highway Preservation/Inouye SP - 69 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 DI1/ISION 5 _ SURFAC T'REATIUIENTS 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 (Special Provision) 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 IN IT'S ENTIRETYAND REPLACED WIH THE FOLLOWING: 5-04.1 Description (March 5, 2078 APWA GSP) 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 (March 5, 2018 APWA GSP) Materials shall meet the requirements of the following sections: Asphalt Binder 9-02.1 (4) Cationic Emulsified Asphalt 9-02.1 (6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 East Valley Highway Preservation/Inouye SP - 70 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Portland Cement 9-01 Sand 9-03.1 (2). (As noted in 5-04.3(5)C for crack sealing) Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1 ,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01 . Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 11 million. 5-04.2(1) How to Get an HMA Mix Design on the QPL (March 5, 2018 APWA GSP) If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please follow the WSEOT process outlined in Standard Specification 5-04.2(1). East Valley Highway Preservation/Inouye SP - 71 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number: 07-3003.2 5-04.2(1)A Vacant 5-04.2(2) Mix Design — Obtaining Project Approval (March 5, 2018 APWA GSP) No paving shall begin prior to the approval of the mix design by the Engineer.. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp & 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 East Valley Highway Preservation/Inouye SP - 72 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the LIMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer's approval using WSDOT Form 350- 076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations (March 5, 2078 APWA GSP) Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 315L 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 Paviln Compacted Thickness Wearing Course Other Courses (Feet) Less than 0.10 55,F 45-F 0.10 to .20 45 F 35^F ... ............................................. More than 0.20 35-F 35^F 5-04.3(2) Paving Under Traffic (March 5, 2078 APWA GSP) When the Roadway being paved is open to traffic, the requirements of this Section shall apply. East Valley Highway Preservation/Inouye SP - 73 May 30, 2018 Federal Aid Number, STPUL-1073(005) Project Number. 07-3003.2 The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment (March 5, 2018 APWA GSP) 5-O4.3(3)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1 . Equipment for Preparation of Asphalt Binder — Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment — An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder — The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a East Valley Highway Preservation/Inouye SP - 74 May 30, 2018 Federal Aid Number, STPUL-1073(005) Project Number: 07-3003.2 continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials — The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01 .2(2). 5. Sampling HMA — The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 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 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 inthePlans. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer's recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the East Valley Highway Preservation/Inouye SP - 75 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003,2 mixture. Acopy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross- section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.8. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-O4.3(3)D Material Transfer Device or Material Transfer Vehicle A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer's approval, unless otherwise required by the contract. Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due. When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to Iaydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1 . Shall be self-propelled vehicle, separate from the hauling vehicle or paver, 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. East Valley Highway Preservation/Inouye SP - 76 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number 07-3003.2 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. This project requires the use of MTD/V when placing the wearing course of East Valley Road. 5-04.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscilatory, 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 5-04.300). 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 (March 5, 2078 APWA GSP) When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area East Valley Highway Preservation/Inouye SP - 77 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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-1 h emulsified asphalt. The CSS-1 and CSS- 1 h 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-O4.3(4)A Crack Sealing 5-O4.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per section 9-03.1 (2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck East Valley Highway Preservation/Inouye SP - 78 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1 - 06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1 . Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width — fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-O4.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-O4.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: a. Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. b. Cracks greater than 1 inch in width — fill with sand slurry. 5-O4.3(4)B Vacant 5-O4.3(4)C Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency, The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1 .0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in 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 East Valley Highway Preservation/Inouye SP - 79 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003,2 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 (March 5, 2018 APWA GSP) 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 (March 5, 2018 APWA GSP) 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 25OF 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. East Valley Highway Preservation/Inouye SP - 80 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 (Special Provision) 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(31 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 " 0.35 feet HMA Class 3/4" and HMA Class Y2" wearing course/final lift 0.17 feet other courses 0.25 feet HMA Class 3/s" 0.17 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one 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 (March 5, 2018 APWA GSP) 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 (March 5, 2018 APWA GSP) Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. East Valley Highway Preservation/I noLrye SP - 81 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 conform to the following tolerances: ......._.......... .......__.......................... Aggregate Percent Passing Non-Statistical Commercial Evaluation Evaluation 1", 3/4", 1/2", and 3/8" sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% ............................................................................................................................................................................. As halt Bin der +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. N/A and 5.5% max These tolerance limits constitute the allowable limits as described in Section 1- 06.2. The tolerance limit for aggregate shall not exceed the limits of the control points, except the tolerance limits for sieves designated as 100 percent passing will be 99-100. 2. Job Mix Formula Adjustments — An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates —2 percent for the aggregate passing the 11/2 , 1 ", 3/4 , 1/2 3/8", and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content — The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-O4.3(9)A Vacant 5-O4.3(9)B Vacant East Valley Highway Preservation/Inouye SP - 82 May 30, 2018 Federal Aid Number, STPUL-1073(005) Project Number: 07-3003.2 5-O4.3(9)C Mixture Acceptance — Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-O4.3(9)C1 Mixture Nonstatistical Evaluation — Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-O4.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer's discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-O4.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731 . East Valley Highway Preservation/Inouye SP - 83 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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-O4.3(9)C4 Mixture Nonstatistical Evaluation — Pay Factors For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 11/2", 1 ", 3/4", 1/2", 3/s" and No.4 2 sieves 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 sublets 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-O4.3(9)C5 Vacant 5-O4.3(9)C6 Mixture Nonstatistical Evaluation — Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1 .00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1 .00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1 ,00 in calculating the Composite Pay Factor (CPF). East Valley Highway Preservation/Inouye SP - 84 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublet sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3 (9)D Mixture Acceptance — Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1 -06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1 .00. When less than three sublots exist, backup samples of the existing sublets or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1 .00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1 .00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1 .00 in calculating the Composite Pay Factor (CPF). 5-04.3(10) HMA Compaction Acceptance (March 5, 2018 APWA GSP) 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 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. East Valley Highway Preservation/Inouye SP - 85 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 fl- 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 will 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. 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. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1 .00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. Fast Valley Highway Preservation/Inouye SP - 86 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 sublet 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-O4.3(1O)A HMA Compaction — General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-O4.3(1O)B HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-O4.3(1O)C Vacant 5-O4.3(1O)D HMA Nonstatistical Compaction 5-O4.3(1O)D1 HMA Nonstatistical Compaction — Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance, with a maximum of 15 sublets per lot; the final lot for a mix design may be increased to 25 sublots. Sublots will be uniform in size with a maximum sublot size based on original Plan quantity tons of HMA as specified in the table below. The sublet 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 East Valley Highway Preservation/Inouye SP - 87 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA Original Plan Quantity Sublot Size (tons) (tons) <20,000 100 20,000 to 30,000 150 >30,000 200 HMA mixture accepted by commercial evaluation and IHMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation — Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublet, with one test per sublot. 5-04.3(10)D3 HMA Nonstatistical Compaction — Price Adjustments For each compaction lot with one or two sublets, having all sublets 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 sublet does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1 -06.2 to determine the appropriate CPF. The maximum CPF shall be 1 .00, however, lots with a calculated CPF in excess of 1 .00 will be used to offset lots with CPF values below 1 .00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1 .00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot intons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work (March 5, 2018 APWA GSP) East Valley Highway Preservation/Inouye SP - 88 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 5-04.3(11)A Reject Work General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this spec&�, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(11)D Rejection - A Partial Sublot In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)E Rejection - An Entire Sublot An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples 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). East Valley Highway Preservation/Inouye SP - 89 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 5-04.3(11)F Rejection - A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1 . When the Composite Pay Factor (CPF) of a lot in progress drops below 1 .00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFI for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints (March 5, 2018 APWA GSP) 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course in 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 201-1:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-04.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedgejoint 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 112 of the compacted lift thickness and then East Valley Highway Preservation/Inouye SP - 90 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified ion the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer's application procedure. 5-04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in section 5-04.3(12)B1 and the following requirement: 1 . 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 (March 5, 2018 APWA GSP) 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 Ys inch from the lower edge of a 10- foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1 , Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. 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 East Valley Highway Preservation/Inouye SP - 91 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 (March 5, 2078 APWA GSP) The planning plan must be approved by the Engineer and a pre planning meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planning submittals. Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor's planing equipment, using an Engineer approved method. 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 buttjoints are shown on the Drawings. Cut buttjoints East Valley Highway Preservation/Inouye SP - 92 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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. 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. 5-04.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer, See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor's failure to conduct a pre-planing metal detection survey, or from the Contractor's failure to notify the Engineer of any hidden metal that is detected. 5-04.3(14)B Paving And Planing Under Traffic 5-04.3(14)B1 General In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1 , Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as 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). East Valley Highway Preservation/Inouye SIP - 93 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22, 5-O4.3(14)B2 Submittals - Planing Plan And HMA Paving Plan The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation's activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre- paving briefing. When requested by the Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where peace 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 East Valley Highway Preservation/Inouye SP - 94 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 coordinations 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. 1O.Tonnage of HMA to be placed each day. 11 .Approximate times and days for starting and ending daily operations. 5-O4.3(14)B3 Pre-Paving And Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day's operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day's operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and 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. East Valley Highway Preservation/Inouye SP - 95 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number, 07-3003.2 e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planning 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 planning, see Section 5- 04.3(14)82. In. 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 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 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 sublets to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces (March 5, 2018 APWA GSP) 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 (March 5, 2018 APWA GSP) 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 (Special Provision) East Valley Highway Preservation/Inouye SIP - 96 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 HMA CI.1/2" PG 58V-22 will be measured by the ton in accordance with Section 1 - 09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section5-04.3(11?, the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken, Preparation of untreated roadway will be measured by the mile once along the centerline of the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0,01 mile. Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or by the square yard, whichever is designated in the Proposal, Pavement repair excavation will be measured by the square yard of surface marked prior to excavation. Asphalt for prime coat will be measured by the ton in accordance with Section 1 - 09.2. Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the Proposal. Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing bituminous pavement will be measured by the square yard. Measurement shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. 5-04.5 Payment (Special Provision) Payment will be made for each of the following Bid items that are included in the Proposal: "HMA Class 1/2" PG 58V-22" ^HRAA fn, F..II %A/idth Over lay Clacc 1 /9" Pr. �R\/_77" The unit Contract price per ton for the above items shall be full compensation for all costs, including anti-stripping additive, incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in this Subsection and which are included in the Proposal. This work shall include the cost to install an asphalt thickened edge and/or the pre-leveling work in the areas East Valley Highway Preservation/Inouye SP - 97 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 identified on the plans. The cost for 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, supplies 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. The unit Contract price per square yard for "Planing Bituminous Pavement" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3 14 . The unit Contract price per square yards shall also include all costs incurred to stockpile or dispose of the bituminous pavement, and the removal of existing channelization and RPMs, as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. (January 2, 2018) Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA Cl. PG " "HMA for Approach Cl. PG "HMA for Preleveling Cl. PG "HMA for Pavement Repair Cl. PG " "Commercial HMA" The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: htt ://www.wsdot.wa. ov/Business/Construction/EscaIationClauses.htm The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website with an effective date immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington or Eastern Washington as posted on the Agency website, depending on where the work is performed. For work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: East Valley Highway Preservation/Inouye SP - 98 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 No adjustment will be made if the reference cost is within 5% of the base cost. If the reference cost is greater than or equal to 105% of the base cost, then Adjustment = (Current Reference Cost — (1 .05 x Base Cost)) x (Q x 0.056). If the reference cost is less than or equal to 951/c of the base cost, then Adjustment = (Current Reference Cost — (0.95 x Base Cost)) x (Q x 0.056). Where Q = total tons of all classes of HMA paid in the current month's progress payment. "Asphalt Cost Price Adjustment", by calculation,. "Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. 5-05 CE ENT CRETE PAVEMENT SECTION 5-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (*** A;**) 5-05.3 Construction Requirements (Special Provision) Curing blankets or other methods approved by the Engineer shall be used to accelerate curing time where necessary. The cement concrete pavement must develop a comprehensive strength of 2,500 psi within 3- days and prior to opening the cement concrete pavement to traffic. Materials, labor, and equipment used for accelerated curing shall be approved by the Engineer and shall be incidental to bid item "Cement Cone. Pavement." SECTION 5-05.3(8)D IS DELETED AND REPLACED WITH THE FOLLOWING: 5-05.3(8)D Isolation Joints Precast rubber spacer shall be placed as detailed in the plans through the full depth of concrete pavement. East Valley Highway Preservation/Inouye SP - 99 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number, 07-3003.2 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWER SAN I TARP SEIIWIERS. WATER MA I NS AND CQNDABIS 7-05 MANHOLES, INLETS CATCH BASINS AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1 , 4-2, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1 -48 inch, 54 inch, and 60 inch manholes shall be 5 feet. Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. All manholes and Type I I and I I I CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and inside after installation. All manhole and catch basin penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron and shall comply with WSDOT Standard Plan B-30.73-3. 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. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5- 3. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the East Valley Highway Preservaticn/Inouye SIP - 100 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. Black 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 (Special Provision) All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation East Valley Highway Preservation/Inouye SIP - 101 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 7-05.3(6) Storm Drain Marking (Special Provision) New Section The pavement adjacent to all new catch basins shall be marked with the following standard pollution prevention button: 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 (Special Provision) New Section 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 (Special Provision) East Valley Highway Preservation/Inouye SIP - 102 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 The unit contract price per each for "Adjust Existing Manhole Cover to Finished) Grade" constitutes complete compensation for 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 is not limited to: excavating, dewatering, installing, connecting new or existing pipes, backfilling, compacting, surface restoration, and referencing for future locates prior to final overlay. Adjusting the grade by adding or removing risers, grade rings or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Replace Existing Manhole Lid annnd Adjust to Finished Grade" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to replace the existing manhole lid, adjusting to the planed grade, and adjusting to final finished grade as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavating; dewatering; backfilling; compacting; surface restoration; removing and disposing the existing manhole lid, and providing and installing the new manhole lid. 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. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. Reference WSDOT Standard Plan 13- 30.70-03. 7-06 GAS VALVE REQUIREMENTS SECTION 7-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-06.3 Construction Requirements (Special Provision) The Contractor shall include Puget Sound Energy (PSE) as an additional insured. 7-06.5 Payment (Special Provision) The unit contract price per each for "Adjust Existing Gas Valve to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to adjust the gas valves 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, backfilling, compacting, surface restoration, and referencing for future locates prior to final overlay. Any adjustments made prior to the final finished elevation shall be considered incidental. Adding PSE as an additional insured shall be included in this bid item. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.3 Construction Requirements East Valley Highway Preservation/Inouye SP - 103 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003,2 SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(5) Street Restoration (Special Provision) New Section Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. East Valley Highway Preservation/Inouye SP - 104 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003,2 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: 7-12.2 Materials (Special Provision) The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Gate Valves ........................................---... .9-30.3(1) Valve Boxes ..................................................9-30.3(4) Valve Marker Posts ........................................9-30.3(5) Valve Stem Extensions ................ .................. .9-30.3(6) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 /Construction Requirements (Special Provision) All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid See Section 9-30.3(4) of the Kent Special Provisions for material specifications. Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. East Valley Highway Preservation/Inouye SIP - 105 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. 7-12.3(3) Adjusting Valve Boxes to Grade (Special Provision) On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.4 Measurement (Special Provision) Measurement of valve marker posts shall be incidental for new valve installations, and per each for valve marker post installed opposite an existing valve. Relocation and remarking of existing valve marker posts shall be incidental to the project. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment (Special Provision) Payment will be made in accordance with Section 1 -04.1 , for the following bid items when they are included in the Proposal: The unit price bid per each for "Replace Existing Valve Box TOD Section and l.id' and Adiust to Finished Grade" constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid, adjust the existing top to the planed grade, and adjust the new top to final grade after the final lift of asphalt is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3-7M. East Valley Highway Preservation/Inouye SP - 106 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 t71n'wAISICM 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description (Special Provision) 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. The TESCP measures shown on the plans and described in the specifications shall only apply to work within the project limits and does not apply to the Contractor's staging area. The Contractor shall be responsible for providing TESCP at any staging area(s). All TESCP used at the staging area(s) shall be incidental to the project. The Contractor shall be responsible for any fine(s) imposed by Ecology or any other regulatory agency for any violation at their staging are(s). The Contractor shall also be responsible for any cost of cleanup, delays, and down time to correct any deficiencies at the staging area(s). No construction related activity shall contribute to the degradation of the environment, allow material to enter surface or ground waters, or allow particulate emissions to the atmosphere, which exceed state or federal standards. Any actions that potentially allow a discharge to the state waters must have prior approval of the Washington State Department of Ecology. SECTION 8-0 1-2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials (Special Provision) Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed.... ........... ....................................8-01 .3(2)B and 9-14.2 Fertilizer.................................... ..........8-01 .3(2)B and 9-14.3 Mulch and Amendments................... ......8-01 .3(2)D and 9-14.4 Tackifier ... ................................... ...... ...8-01 .3(2)F and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: East Valley Highway Preservation/Inouye SP - 107 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 8-01.3(1) General (Special Provision) Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The Contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or 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 B-01.3(1)A IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 8-01.3(1)A Submittals (Special Provision) East Valley Highway Preservation/Inouye SIP - 108 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 (Special Provision) New Section 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 2002 Surface Water Design Manual 4. Construction Stormwater General Permit - WA Department of Ecology 8-01.3(1)G Water" Quality Monitoring (Special Provision) New Section 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. 8-01.3(2) Seeding, Fertilizing and Mulching SECTION 8-09.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: East Valley Highway Preservation/Inouye SP - 109 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number: 07-3003.2 8-01.3(2)B Seeding and Fertilizing (Special Provision) Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 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 9-14.2 of East Valley Highway Preservation/Inouye SP - 110 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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(2)D and 9-14.4, 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 9-14.3 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 seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of "Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-07.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING: East Valley Highway Preservation/Inouye SP - 111 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 8-01.3(2)D Mulching (Special Provision) Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT 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 9-14.4(2) 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(2)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 8-01.3(2)E IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)E Soil Binders and Tacking Agents (Special Provision) Unless specified otherwise, wood cellulose fiber mulch per Section 9-14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch (Special Provision) East Valley Highway Preservation/Inouye SP - 112 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 8-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas (Special Provision) 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 8-01.3(2)H IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)H Inspection (Special Provision) 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. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection (Special Provision) Cleaning and maintenance of inlet protection shall not flush sediment, or sediment- laden water into the downstream system. East Valley Highway Preservation/Inouye SP - 113 May 30, 2018 Federal Aid Number: STPLIL-1073(005) Project Number: 07-3003,2 SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage (Special Provision) 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 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.5 Payment (Special Provision) The unit contract price per square yard for "Seeding, Fertilizing, and Mulch ng"" shall be full pay for all labor, materials tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: 1 . All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. The unit contract price per each for "Inl'et 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. East Valley Highway Preservation/Inouye SP - 114 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number: 07-3003.2 The unit bid price per square yard for "Straw Mulch" constitutes complete compensation for all materials, tools, labor and equipment required for applying straw mulch on exposed soils for erosion control as directed by the Engineer. Straw shall be in an air-dried condition, and free of noxious weeds and other materials detrimental to plant life. The unit price per square yard for "Clear Plastic Covering" (6 mil polyethylene sheets) shall constitute complete compensation for furnishing, staking, maintaining and protecting, the material in place (including sand bags and stakes) on all exposed sails per the WSDOT Standard Specification and as directed by the Engineer. 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 RESTQRATION SECTION 8-02. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only), Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.1 (1) Submittals (Special Provision) New Section 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. East Valley Highway Preservation/Inouye SP - 115 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number, 07-3003.2 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 (Special Provision) Materials shall meet the requirements of the following sections: Topsoil Type A, Type B, and Type C.,... ... ... ... .....-- - 9-14.1 (1), (2), (3) Seed ........................................................... ............ 9-14.2 Fertilizer.................................................................... 9-14.3 Mulch and Amendments....................„,..,..... ...... ........ .. 9-14.4 Wood Cellulose Fiber.......................... ......................... 9-14.4(2) Special Planting Mixture........................................ ....... 9-14.4(9) Erosion Control Devices ..................... 9-14.5 Plant Materials ........................................................... 9-14.6 Street Trees............................................................... 9-14.6(1)A Stakes, Guys and Wrapping ......................................... 9-14.7 Tree Ties ................................................................... 9-14.7(1) Water for Plants ......................................................... 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(1) Responsibility During Construction (Special Provision) 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 (Special Provision) East Valley Highway Preservation/Inouye SP - 116 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 During the maintenance period, all weeds are to be removed by hand. SECTION B-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (** ***x) 8-02.3(13) Plant Establishment (Special Provision) The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION B-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period (Special Provision) 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. East Valley Highway Preservation/Inouye SP - 117 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: /W+*WW1 8-02.5 /Payment (Special Provision) The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. The unit contract price per cubic yard for "Wood Chip Mulch" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the wood chip mulch in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking the wood chip mulch and cleanup. -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 (Special Provision) If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0,03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (*** **I 8-04.5 Payment (Special Provision) The unit contract price per linear foot for "Cement Concrete Traffic Curb" shall be considered complete compensation for all materials, labor, tools, supplies and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. "Cement Concrete Curb and Gutter, 8 Inch Death, Reinforced" "Cement Concrete Curb and Gutter" "Pedestrian Curb" The unit contract price per linear foot for the above items shall be complete compensation for all materials, labor, tools, supplies and equipment required to East Valley Highway Preservation/Inouye SP - 118 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 install the curbs in accordance with the plans, specifications and as directed by the Engineer. Also included in this bid item includes the cost to salvage and reuse the existing metal curb inlet. 8-05 MONITORING WELL SECTION 8-05 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-05.5 Payment The unit contract price per each for "Adjust�t no Monitoring Well Valve Box Top Section and Lid to Finished Grade" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to adjust the monitoring well valve box top to the planed grade and final finished grade as shown on the plans and described in the specifications. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.3 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-06.3 /Construction Requirements (Special Provision) Cement Concrete Driveways shall be installed at the locations indicated on the plans or where directed by the Engineer. See Kent Standard Plan 6-43. Cement concrete driveways and associated cement concrete curb drops shall be constructed using a 3-day mix. In addition, the Contractor shall immediately implement temporary provisions for access so that no driveway is out of service. Also the Contractor shall not simultaneously work on more than one driveway serving a property. SECTION B-06.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-06.5 Payment (Special Provision) The unit contract price per square yard for "Cernent Concrete Driveway. 8 Inch nth, Reinforced" constitutes complete compensation for all materials, labor and equipment required to install 8" thick cement concrete driveway in accordance with the plans and specifications. Reinforcing steel in the driveway shall be included in this bid item. Reference Kent Standard Plan 6-43. 8.99 I A_ISED PAVEMENT MARKERS SECTION 8-09. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: East Valley Highway Preservation/Inouye SIP - 119 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number: 07-3003.2 8-09.1 Description (Special Provision) This work shall consist of furnishing, and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-73M and/or 6-74M. 8-09.3 Construction Requirements SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: fWkkkW*� 8-09.3(1) Preliminary Spotting (Special Provision) 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 6-73M, RPM Substitution Patterns. SECTION B-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation (Special Provision) 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. East Valley Highway Preservation/Inouye SP - 120 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment (Special Provision) The lump sum contract price for "Removal of Crosswalk Markings (at the East Valley Highway-and S. 180th St./SE 4 d St Intersection)" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the crosswalk markings as described in the specifications or as directed by the Engineer. 8-13 MONUMENT CASES SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-13.5 Payment (Special Provision) Payment will be made in accordance with Section 1 -04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Remove and Re lace Existin Monument Case and Cover, and 4diusf to Finished Gracie" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the monument, case, and cover to planed and final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plans 6-72aM and 6-72bM. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-14.1 Description (Special Provision) East Valley Highway Preservation/Inouye SP - 121 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number: 07-3003.2 This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross- sertinns *nWn in the plans and to the lines and grades as staked by the Engineer. 8-14.3 Construction Requirements SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete (Special Provision) 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 trowling 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. Sidewalk ramps shall be of the type specified in the plans. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans and may be formed by either embossing the wet concrete, adding a manufactured material after the concrete has cured, or installing masonry or ceramic tiles. When masonry or ceramic tiles are used, the Contractor shall block out the detectable warning pattern area to the depth required for installation of the tiles and finish the construction of the concrete ramp. After the concrete has set and the forms have been removed, the Contractor shall install the tiles using standard masonry practices. The two-foot wide detectable warning pattern area on the ramp shall be yellow and shall match the color of "Standard Interstate Yellow" paint as specified in Formula K-2-83. Yellow masonry paint for precast curbs, Formula H-3-83, may be used for truncated dome patterns embossed into the concrete surface. SECTION 8-14-5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 18-14.5 Payment (Special Provision) Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the Proposal: East Valley Highway Preservation/Inouye SP - 122 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003,2 "Cement Concrete Sidewalk," per square yard "Cement Concrete Sidewalk Ramp Type Parallel A," per each "Cement: Concrete Sidewalk Ra Mp lypQ Para lIlel B," per each "Cement Concrete Sidewalk Ramp T ep a Single C}Irection A,,, per each "Cement Concrete Sidewalk Ramp Type Sti ," per each „Cement Concrete Sidewalk Ramp Type Sinc le Perpendicular A," per each The unit bid per square yard or per each for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; supplying and installing the detectable warning surface; 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. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTBLLIgE.N TRANSPORTATION SYSTEMS IND_ELECTRICAL SECTION 8-20.1 /S REVISED AS FOLLOWS: 8-20.1 Description (Special Provision) 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 ofjunction 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 SECTION 8-20.2(1) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM 2: 8-20.2(1) Equipment List and Drawings (Special Provision) 3. Photometric curve data provided in electronic format IES format files provided on a 3 112 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 Iuminaire options. East Valley Highway Preservation/Inouye SP - 123 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number. 07-3003.2 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit (Special Provision) 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 THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring (Special Provision) All splices in underground illumination circuits and induction loops circuits shall be installed withinjunction 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. East Valley Highway Preservation/Inouye SP - 124 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 SECTION 8-20.3(10) IS REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: 8-20.3(14)C Induction Loop Vehicle Detectors (Special Provision) 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 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 (Special Provision) 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: East Valley Highway Preservation/Inouye SP - 125 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 8-20.3(14)E Signal Standards (Special Provision) ITEMS IS REVISED AS FOLLOWS: 8. All tenons shall be field installed using Astro-BracTd AB-3008 Clamp Kits, or pre- approved equal. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment (Special Provision) The unit contract price per each for "Adjust Existing Junction Box to finished. Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Grinding off the existing tack weld, adjusting the grade by adding or removing risers, rings, or sections, and tack welding as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Replace Existing Junction Box and Adjust to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to replace and adjust the specified structure to finished final grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: furnishing and installing the junction box with WSDOT approved non-slip lid and frame, grinding off the existing tack weld, excavating, removal and disposal of the existing junction box, conduit, wire splicing and associated electrical work, backfilling, compacting, surfacing, tack welding, and restoration. Any adjustment made prior to the final finished elevation shall be considered incidental. The lump sum contract price for "Video (Detection System at the East Valle H ghway and S. "1801 SUSS 43'"' St. Intersection)." shall be full pay for the construction of the complete video detection system, modifying existing systems, and removal of existing systems, as shown in the Plans as described in Section 8- 20.1 of the Kent Special Provisions and as herein specified including but not limited to: conduit, controller, camera conduit, wiring, restoring facilities destroyed or damaged during construction, salvaging existing materials, 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 video detection system, shall be included in the lump sum contract price. The unit contract price per each for "Vehicle Detection L000" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment East Valley Highway Preservation/Inouye SP - 126 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003,2 necessary to install the loops as shown on the plans and described in the specifications. This work includes but shall not be limited to: sawcutting the pavement, wiring, including all home run cables, rope, sealing, connecting new wiring to existing, routing and connecting the home run cables to the controller cabinet, and all other items necessary for a complete and operational detection loop system. Reference Kent Standard Plans 6-98M and 6-99M. The contract price shall also include equipment, tools, materials and labor necessary for the temporary operation of the existing traffic signal system during installation of the new system as well as removal and disposal/salvage of the existing traffic signal system. 8-21 PERMANENT SIGNING SECTION 8-21.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.2 Materials (Special Provision) 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 13, 7 gauge. 2 1/2" x 2 '/2" 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. SECTION 8-21.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (*****I 8-21.3 Construction Requirements (Special Provision) All sign post shall be installed on cement concrete foundation and post anchor. 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, except that the vertical distance from the bottom of W1 -8 sign to the edge of traveled way shall be not less than 48 inches and not greater than 60 inches. 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 B-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE OF THE LAST PARAGRAPH AND ADDING THE FOLLOWING: East Valley Highway Preservation/Inouye SP - 127 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 8-21.3(4) Sign Removal (Special Provision) Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, other metal structural members, and all the existing fastening hardware connecting such members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 240`h 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. All signs 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 8-29.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation (Special Provision) Relocated signs shall be installed on new wood posts unless otherwise specified on the plans, or by the Engineer. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment (Special Provision) The unit contract price per each for "Traffic Signs Including Foundation" constitutes complete compensation for all labor, tools materials, supplies and equipment necessary to supply and install traffic signs shown on the plans and described in the specifications. This bid item includes but is not limited to: excavation, backfilling, concrete foundation, and supplying and installing the sign and sign post. The unit contract price per each for "Traffi c Sig,ns" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to supply and install the traffic signs as shown on the plans and described in the specifications. East Valley Highway Preservation/Inouye SP - 128 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 8-22 PAVEMENT MARKING SECTION 8-22. 7 IS REVISED AS FOLLOWS: SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: (* *T* * *) 8-22.2 Materials (Special Provision) Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Crosswalk Lines • Plastic Stop Lines Type B (Pre-Formed Fused Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Bike Lane Symbols • Plastic Speed Bump markings Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings. • Profiled Plastic lane lines • Plastic flat long lines • Plastic wide lane lines • Plastic Bike Lane Lines • Profiled Plastic Double Yellow Centerlines • Profiled Plastic Two-Way Left Turn Lane Lines • Plastic Traffic Arrows • Plastic Traffic Letters • Plastic Railroad Crossing makings Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. Type A plastic material shall be BC2000 series or approved equal meeting the requirements of Section 9-34 and the following requirements. Type A plastic materials shall be capable of being applied at a temperature between 375 °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 he needed to be dropped on the material during application to obtain the required retroreflectivity. East Valley Highway Preservation/Inouye SP - 129 May 30, 2018 Federal Aid Number. STPUL-1073(005) Project Number: 07-3003.2 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). SECTION 8.22.3 IS SUPPLEMENTED WITH THE FOLLOWING: 8-22.3 Construction Requirements (Special Provision) Profiled and Embossed plastic lines shall be constructed in accordance with the WSDOT Standard Plan M-20.20-02 SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting (Special Provision) 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 Imes 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 BYADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces (Special Provision) The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-22.3(3) Marking Application (Special Provision) East Valley Highway Preservation/Inouye SP - 130 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 5-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: (T****I 8-22.3(3)B Line Patterns (Special Provision) Double Solid Yellow Center Line - Two solid yellow lines, each 4 inches wide, separated by a 4-inch space. Single Solid Yellow Center Line - One solid yellow line, 4 inches wide, to delineate adjacent curb, barrier, etc. at select locations. Skip Center Line - A broken yellow line 4 inches wide. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Skip center stripe may be used as centerline delineation on select two way highways and streets. Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches wide, with a broken yellow line 4 inches wide, separated by a 4-inch space. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. The solid line shall be installed to the right of the broken line relative to the direction of travel and for each direction of travel. Skip Lane Line - A broken white line 4 inches wide to delineate adjacent lanes traveling in the same direction. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Gore / Wide Lane Line - A solid white line 8 inches wide used for delineation at ramp connections, to separate left and right turning movements from through movements, to separate high Occupancy Vehicle (HOV) lanes from general purpose lanes, for traffic islands, hash marks, chevrons, and other applications. Wide Dotted Line - A broken white or yellow line, 8 inches wide, matching color with its associated solid or broken line. The dotted pattern shall be based on an 8- foot unit consisting of a 2-foot line and a 6-foot gap. East Valley Highway Preservation/Inouye SP - 131 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number: 07-3003.2 Dotted Line - A broken white or yellow line, 4 inches wide, matching color with its associated solid or broken line, an extension of an edqe line, lane line, or centerline used at exit ramps, intersections, horizontal curves, multiple turn lanes, and other Inrations where. the direction of travel for through traffic is unclear. The dotted pattern shall be based on a 6-foot unit consisting of a 2-foot line and a 4-foot gap. Edge Line / Solid Lane Line - A single solid white line 4 inches wide used for road edge and lane delineation, bike lane delineation, adjacent lanes traveling in the same direction or bus pull-outs. Crosswalk Stripe A series of pairs of parallel SOLID WHITE lines, 8-feet long as shown in Kent Standard Plan 6-75M. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions (Special Provision) l shall be installed per the requirements of Section 8-09.3(4), SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (*W*k*I 8-22.3(6) Removal of Pavement Markings (Special Provision) Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Only hydroblasting equipment will be allowed for the removal of pavement markings. Vacuum shrouded equipment, or other equally effective means, shall be used to contain and collect all debris and excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated marking. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8-09.3(l) of the Kent Special Provisions. East Valley Highway Preservation/Inouye SP - 132 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 The City has not shown the type of existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-22.4 /Measurement (Special Provision) The measurement for "Profiled Plastic Double Yellow Center Line" will be based on the total length of each plastic line installed. No deduction will be made for the unmarked area when the marking includes a broken line such as, wide broken lane line, drop lane line, or wide dotted lane line. The measurement for double wide lane line will be based on the total length of each wide lane line installed. The measurement for "Profiled Plastic Double Yellow Center Line" will be based on the total length of each 4 inch wide plastic line installed. No deduction will be made for the unmarked area when the marking includes a broken line such as, center line, dotted line, dotted extension line, center line with no-pass line, lane line, reversible lane line, or two-way left-turn center line. SECTION 8-22.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (**** *I 8-22.5 Payment (Special Provision) "Profiled Plastic Double Yellow Center Line," per linear foot "Profiled Plastic Skip Lane Line," per linear foot "Profiled Plastic Two Way Left Turn Line," per linear foot "Profiled Plastic Wide Line,," per linear foot "Plastic Stop Line. 24 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 (Special Provision) The work shall consist of furnishing, installing and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent East Valley Highway Preservation/Inouye SP - 133 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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. DIVISION 8 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 8-28 POTHOLE UTILITIES 8-28.1 Description (Special Provision) 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 (Special Provision) 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 (Special Provision) 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 (Special Provision) New Section Pothole utilities shall be measured per pothole work performed, East Valley Highway Preservation/Inouye SP - 134 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 8-28.5 Payment (Special Provision) New Section 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. 8-30 PROJECT SIGNS 8-30.1 Description (Special Provision) New Section This work shall consist of providing all posts, braces, hardware, fabrication, installation and maintenance of sign provided by the Contractor based upon the sign example (See Appendix A-4) where shown on 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 return project signs to the City Maintenance Shop on West James Street when so directed by the Engineer. 8-30.2 Materials (Special Provision) New Section Sign posts shall be 4 inch x 6 inch Fir. 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts (Special Provision) 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 (Special Provision) 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. East Valley Highway Preservation/Inouye SP - 135 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 8-30.3 Installation (Special Provision) 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 (Special Provision) 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 (Special Provision) 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 "Pro'ec�l ct Sign" constitutes complete compensation for furnishing all labor, tools, supplies, equipment and materials, to fabricate, install, and maintain the project sign for the life of the project and removal and delivery of sign back to the City Shops. Failure to adequately maintain and return project signs to the City Maintenance Shop shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. DIVISION 8 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-35 FIELD TRAILER 8-35.1 Description (Special Provision) This work shall consist of furnishing, installing and removing a field trailer on the project site for City use, or rented office space within 600 feet of the project limits with the same or approved equal amenities. East Valley Highway Preservation/Inouye SIP - 136 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 8-35.2 Materials (Special Provision) All labor, materials, tools, supplies, and equipment used for this work shall be furnished by the Contractor. 8-35.3 Construction Requirements (Special Provision) The Contractor shall furnish and install a temporary field trailer for the sole use of the City. The trailer shall be set up adjacent to the Contractor's site trailer or at an approved on-site location. The trailer shall be installed within the first ten (10) working days of NTP and shall be maintained on-site until two (2) weeks after final acceptance of the contract. The trailer shall be weather tight, installed plumb and level, and be provided with the following minimum requirements. • Floor space: 450 square feet (consisting of at least two offices of approximately 100 square feet each - with doors, and conference room space of at least 250 square feet). The trailer shall be a minimum of 12 feet wide. • Above ground floor with side boards around crawl space to retain heat • Electrical power, providing lights and heat to all rooms, energized within 10 days of NTP • Telephone: Provide four (4) 2-line telephones, evenly divided between the offices and an answering machine. Provide two (2) shared voice lines. Provide one (1) dedicated data transmission line for a fax machine and one (1) DSL network line (Comcast). If a DSL network line is not available to the site, the Contractor shall provide an additional data transmission line for a modem. • Provide new or reconditioned copier, Ricoh AFCIO Model #2022 or equivalent with monthly service contract for life of project. Minimum features include: 2 paper trays plus by-pass handling; paper tray sized from 5-1/2" x 8-1/2" to 11 " x 17"; duplex copying; print and scan; fax; auto feed, grouping and sorting. • Adequate windows for ventilation. Windows shall include security bars or screen • Shelves: Twenty (20) lineal feet (divided equally between the offices) • Minimum of four (4) 30-inch x 60-inch, double pedestal desks with office chairs (2 each per office) • One (1) plan table: 42" x 72", at end of conference room • Four (4) conference tables: 30" x 72", and ten (10) stacking chairs in the conference room • Four (4) four drawer legal size filing cabinets • Cylinder door lock, and six keys • Portable toilet facilities adjacent to the trailer • Stairs with landing and safety hand rails leading to each entrance door • Minimum, two (2) entrance doors • Rain cap/porch cover at each entrance door East Valley Highway Preservation/Inouye SP - 137 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number. 07-3003.2 • A/C powered, electronic burglar alarm system with auto phone dialer 24 hour monitoring system and battery backup. Includes minimum of two (2) 18' x 24" signs or placards on exterior of trailer indicating the presence of an alarm video surveillance system. • Crushed rock parking area and walkway for minimum four (4) vehicles • Extra secure locking system for all exterior doors • Water service (i.e., Crystal Springs or equal, etc.) including water cooler • Exterior sign indicating address of trailer and phone number to call in case of emergency • "White board" dry erase in conference room — 36" x 48" minimum The Contractor shall coordinate utility hook-ups for telephone and electrical power, including all permits, fees, and/or licenses. Monthly charges for telephone, power, and portable toilet facilities shall also be included with this bid price. 8-35.4 Measurement (Special Provision) "Field Trailer" shall be measured per lump sum. 8-35.5 Payment (Special Provision) Payment will be made in accordance with Section 1 -04.1 . The unit contract price per lump sum for "Field Trailer" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to furnish and install the field trailer described above in the specifications. Payment also includes removal of trailer and restoration of the surface after completion of the project, or close out of rented office space. Payment will be made on the following basis: • 30-percent of lump sum total upon installation of trailer or set-up of office space in accordance with Section 8-37.3. • Progress payments between 30-percent and 90-percent of lump sum total commensurate with overall construction progression. • 100-percent of lump sum total after removal of trailer and restoration of site, or close out of office space. East Valley Highway Preservation/Inouye SIP - 138 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 DIVISION 9 -- MATERIALS 9-02 BITIJUINOUS MATERIALS 9-02.1 Asphalt Material, General 9-02.1 (4) Performance Graded Asphalt Binder (PGAB) (Special Provision) SECTION 9-02. 1(4) IS REVISED BY DELETING AND REPLACING WITH THE FOLLOWING: This section's title is revised to read: Performance Graded (PG) Asphalt Binder The first paragraph is revised to read: PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades specified in the Contract shall be used in the production of HMA. For HMA with greater than 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended in the proportions of the mix design shall meet the PG asphalt binder requirements of AASHTO M 332 Table 1 for the grade of asphalt binder specified by the Contract. The second paragraph, including the table, is revised to read: In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders shall meet the following requirements: ................._ _._._............ Additional Requirements by Performance Grade (PG) Asphalt Binders Property Test PG58s- PG58H- PGSSV- pG645-28 PG64H- PG64V- Method 22 22 22 28 28 ..__ ...m.....m........ . RTFO _..:.._.............. Residue Average AASHTO 30% 20% 25% 30% Percent T 350' Min. Min. Min, Min. Recover y @ 3.2 kPa °Specimen conditioned in accordance with AASHTO T 240 — RTFO. The third paragraph is revised to read: The RTFO J„rd;ff and the PAV direct tension specifications of AASHTO M 332 are not required. This section is supplemented with the following: East Valley Highway Preservation/Inouye SP - 139 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 If the asphalt binder verification sample test results fail to meet AASHTO Test Method T 350 "Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)" for average percent recovery @ 3.2 kPa for the applicable grades of binder in accordance with Section 9-02.11 the Contracting Agency may elect to test the sample using AASHTO Test Method T 301 "Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer." When AASHTO T 301 is used, a minimum of 65% elastic recovery (ER) will be required when tested at 250C ± 0.5°C. 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 (Special Provision) 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 (Special Provision) Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: East Valley Highway Preservation/Inouye SP - 140 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 Sieve Size Percent, Passing 3 Inch* 100 3/4 1 nch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub-base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. SECTION 9-03. 17 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material Class I and Class I 1 (Special Provision) Foundation Material Class I and Class I I shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class I I shall conform to the following gradations; Percent Passing Sieve Size Class I Class 11 6" square 100 --- 4" square --- 100 2" square 0 65-85 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. East Valley Highway Preservation/Inouye SP - 141 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003,2 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 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 (Special Provision) Steel Furnace Slag shall not be used for any purposes. 9-113 RIPRAPQUARRY SPALLS SLOPE PROTECTION AND ROOK F R EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-13.8 Rock for Ditches (Special Provision) New Section 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 9-14.1 Topsoil SECTION 9-14. 1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.1 (1) Topsoil Type A (Special Provision) East Valley Highway Preservation/Inouye SP - 142 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003,2 Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 — 67% sand and/or sandy loam and 33 — 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils," and TMECC 05.07A "Loss-On-Ignition Organic Matter Method." Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, Scot's broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. A. The soil shall meet the following requirements. 1 . The mixed soil shall meet the following gradation: Screen Percent Size * Passina 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- 14.4(8) of the Standard Specifications. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil and compost specifications to the Engineer or project Ecologist for approval no less than seven (7) days before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for projects requiring more than 50 cubic yards of compost-amended planting soil A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. F. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1 -gallon re-closable bag at least seven (7) days prior to application. East Valley Highway Preservation/Inouye SP - 143 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number, 07-3003.2 SECTION 9-14. 1(1) IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 9-14.1 (1)C Sandy Loam (Special Provision) 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 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed (Special Provision) Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside and Erosion Control Grass): Weight Seed Mix "A" Min. % Min. % Max. Pronortion Ingredient Pure Seed Germination Weed Seed 40% Perennial Rveo_ rass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bentqrass 98% 90% 0.5% ......................... ......_..........._..............................._._._ ................................................... ............._..._._.__...-_... .._._.....__._.._.......................__.. --._......._.........._....... .... 10% White Dutch Clover 98% 90% 0.5% (Pre-inoculated) The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. East Valley Highway Preservation/Inouye SP - 144 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number. 07-3003.2 SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 /Fertilizer (Special Provisoin) Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6- 10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen . 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ....................... 161/a of weight Total available Potassium...................... ..... 161/c of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen ............................. 21% (Analyzed as N) Available phosphorous............................... 0% (Analyzed as P205) Available potassium ................................. 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information, 9-14.4 Mulch and Amendments SECTION 9-14.4(8) IS SUPPLEMENTED BYADDING THE FOLLOWING: 9-14.4(8) Compost (Special Provision) Compost shall not contain any sawdust, straw, green or under-composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: /East Valley Highway Preservation/Inouye SP - 145 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 9-14.4(12) Wood Cellulose Fiber (Special Provision) New Section Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28. 1 IS REVISED BY DELETING THE THIRD PARAGRAPH AND INSERTING THE FOLLOWING: (**+* I 9-28.1 General (Special Provision) All signs, except for City Project Signs, shall be constructed with retroreflective sheeting according to the following: • All D series, E series, G series, I series, L series, M series, P series, R series, K series, and W series signs shall be constructed entirely of Type I I I or Type IV (HIP) reflective sheeting. + All S series signs shall be constructed entirely of Type XI (3M Diamond Grade DG3 or Avery Dennison OmniCube) reflective sheeting. Legends for STOP and YIELD signs may be constructed using screen processing in accordance to the sheething manufacturer. Legends of all other signs must be constructed with 3M Electrocut firm and shall be manufactured in strict conformance with Kent Standard Plan 6-82aM. Sign legends include borders, letters, numerals, symbols, shields, and arrows. Reflective legend sheething types shall not be mixed on individual signs. Standard control signs and guide sign borders, letters, numerals, symbols, shields, and arrows shall be in accordance with the WSDOT Sign Fabrication Manual M 55-05. For non-standard signs not found in the WSDOT Sign Fabrication Manual, the Contractor shall provide fabrication details for approval prior to sign fabrication. East Valley Highway Preservation/Inouye SP - 146 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 SECTION 9-28.8 IS REVISED BY DELETING THE SHEET THICKNESS TABLE IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 9-28.8 Sheet Aluminum Signs (Special Provision) Maximum Horizontal Sheet Aluminum Thickness Dimension 30 inches and under 0.080 inch Over 30 inches _ 0.125 inch SECTION 9-28. 12 IS SUPPLEMENTED BYADDING THE FOLLOWING: 9-28.12 Reflective Sheeting (Special Provision) Type XI Retroreflective Element Material Obs. Entrance Florescent Florescent Florescent Angle Angle white Yellow Orange Green Red Blue Brown Yelluw- yellow Orange Green — ..........m._....__ .�..... 0.1° .4" 830 620 290 83 50 1 25 660 200 1 _-.__._._._...........-_ ........................m...._. ........... ._..._............ 0 +30` 325 245 115 33 50 15 10 460 350 175 0.2° -4- 580 43$ 200 58 87 26 17 460 130 16 0.21 +::�0° 220 165 77 22 33 I 10 7,0 180 130 66 ..._m...___. 0.5` 4" 420 315 150 42 63 19 13 340 25. 125 0,51 +30 150 110 53 15 23 7,11 5.0 120 90 45 1 D -4" 120 90 42 12 1fl .mmmmmmmm_.. $.0 4 p 96 72 36 1.0° +30° 45 .34 16 5.0 7.0 2,2__J 1.0 1 30 1 27 ...............-14 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 (Special Provision) Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as specified in the plans or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to ASTM A 36. Truss member connection hardware shall conform to Section 9-06.5(3). Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge mounted sign brackets shall conform to ASTM A 36. U bolts, and associated nuts and washers, shall be stainless steel conforming to Section 9-28.11 , and shall be fabricated hot. East Valley Highway Preservation/Inouye SP - 147 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 V-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. Sign posts shall be Telespar or Engineer approved equal. 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 post 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 Telespar anchor or Engineer approved equal. Post anchor shall be zinc hot dipped galvanized material meeting ASTM A500 grade B, 7 guage. 2 1/2" x 2 1/2" square. 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. 9-29 ILLUMINATION SI4GIVAL ELECTRICAL SECTION 9-29. 18 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 9-29.18(3) Video Detection System The video detection camera housing and mounting hardware shall be painted per Section 6-07 of these Special Provisions. The fully functional video detection systems shall be provided and installed by the Contractor. The Contractor shall submit complete equipment list to the Engineer for approval prior to the systems purchase. The video detection system shall be capable of providing presence vehicle detection and shall be expandable without removing or replacing existing units. All materials furnished during construction for temporary and permanent detection shall be new, unused, current production models and shall be items East Valley Highway Preservation/Inouye SP - 148 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 currently in distribution. The video detection system shall have a minimum 18- month warranty (from the time of permanent installation) against manufacturing defects in materials and workmanship from the date of shipment. The Contractor shall supply the warranty and all documentation necessary to maintain and operate the system to the Engineer prior to approval of the video detection system by the Engineer. The Video Detection System shall consist of ITERIS video detection equipment, auxiliary equipment, cameras, housings, and mounts, and all required mounting hardware, cables, connectors, and wiring. The video detection equipment shall be of the quantities shown on the Plans, and shall meet the following specifications (The contractor shall submit to the Engineer a detailed summary of video detection equipment prior to placing an order): Camera Vantage Vector RZ-4 Advanced WDR color camera with integrated weatherproof housing or Vantage Vector with video and radar sensor fusion. Mounting Pelco Astro-Brac Extended Tilt & Pan mount with cable mount and 72 inch tube, The cable mount shall be suitable for the mast arm diameter at the camera installation location. The camera shall be mounted on the mast arm per manufacturer's recommendation. Wiring Siamese Belden 8281 Video Detection Board Vantage Edge 2 — Dual Camera Processor Remote Monitorin Vantage View (include 9" LCD color monitor at each signal and non rack mounted design. Modem Edge Connect Network Modem Surge Suppression Each camera assembly shall have a surge suppressor which shall be installed inside the traffic signal controller cabinet. The surge suppressor shall be an EDCO CX06- BNCY or equivalent meeting these specifications: Peak Surge Current 5Ka Technology Hybrid, Solid State Attenuation 0.1 dB CD 10 Mhz Response Time < 1 nanosecond Protection Line to Ground Clamp Voltage 6V Connectors BNC East Valley Highway Preservation/Inouye SP - 149 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 9-30 WATER DISTRIBUTION MATERIALS SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes (Special Provision) Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7M. 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. 9-34 PAVEMENT MARKING MATERIALS ** ****/ 1 IN THE THIRD PARAGRAPH, THE TABLE TITLED "METAL CONCENTRATION LIMITS" IN SECTION 9-34.4 IS REVISED WITH THE FOLLOWING: (Special Provision) Metal Concentration Limits Element Test Method Max. Parts PerMillion (Ppm) Arsenic _ EPA 3052 SW-846 6010C 10.0 Barium EPA 3052 SW-846 6010C 100.0 Cadmium EPA 3052 SW-846 6010C 1 .0 Chromium EPA 3052 SW-846 6010C 5.0 Lead EPA 3052 SW-846 6010C 50.0 Silver EPA 3052 SW-846 6010C 5.0 Mercury EPA 3052 SW-846 7471 B 4.0 East Valley Highway Preservation/Inouye SP - 150 May 30, 2018 Federal Aid Number, STPUL-1073(005) Project Number: 07-3003.2 (April 2, 2018) Standard Plans The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01 transmitted under Publications Transmittal No. PT 16-048, effective August 7, 2017 is made a part of this contract. The Standard Plans are revised as follows: A-30.15 DELETED A-40.10 Section View, PCCP to HMA Longitudinal Joint, callout, was — "Sawed Groove - Width 3/16" (IN) MIN. to 5/16" (IN) MAX. -- Depth 1 " (IN) MIN. — see Std. Spec. 5-04.3(12)B" is revised to read; "Sawed Groove -- Width 3/16" (IN) MIN. to 5/16" (IN) MAX. — Depth 1 " (IN) MIN. - see Std. Spec. Section 5-04.3(12)A2" A-50.10 Sheet 2 of 2, Plan, with Single Slope Barrier, reference C-14a is revised to C-70.10 A-50.20 Sheet 2 of 2, Plan, with Anchored Barrier, reference C-14a is revised to C-70.10 A-50.30 Sheet 2 of 2, Plan (top), reference C-14a is revised to C-70.10 A-60.30 Note 4, was — "If the ACP and membrane is to be removed from the bridge deck, see GSP 023106 for deck preparation before placing new membrane." Is revised to read; "If the ACP and membrane is to be removed from the bridge deck, see GSP 6-02.3(10)D.OPT6.GB6 for deck preparation before placing new membrane." B-10.20 Substitute "step" in lieu of "har ld" on plan B-25.20 Note 4, was — "Bolt-Down capability is required on all frames, grates and covers, unless specified in the Contract. Provide two holes in the Frame that are vertically aligned with the grate slots. The frame shall accept the 5/8" x 11 NC x 2" allen head cap screw by being tapped, or other approved mechanism. The location of bolt-down holes varies among manufacturers. See BOLT-DOWN DETAIL, Standard Plan B-30.10. Is revised to read; "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 x 2" (in) Allen head cap screw by being tapped, or other approved mechanism. The location of bolt-down holes varies by manufacturer." See BOLT-DOWN DETAIL, Standard Plan B-30.10. East Valley Highway Preservation/Inouye SIP - 151 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 Add Note 7. See Standard Specification Section 8-04 for Curb and Gutter requirements B-30.70 Note 2, was — "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 5/8" -1 NC x 2" Allen head cap screw by being tapped, or other approved mechanism. Location of bolt down holes varies by manufacturer." Is revised to read; "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 5/8" (in) - 11 NC x 2" (in) Allen head cap screw by being tapped, or other approved mechanism. Location of bolt-down holes varies by manufacturer." RING PLAN, callout, was — "DRILL AND TAP 5/8" — 11 NC HOLE FOR 1 1/2" X 5/8" STAINLESS STEEL SOCKET HEAD CAP SCREW (TYP.)" is revised to read; "SEE NOTE 2" B-90.40 Valve Detail - DELETED B-95.40 Dimension, Section A, dimension between grate and curb, was — 3", is revised to read: 1" C-4b DELETED C-4e DELETED C-16b DELETED C-22.14 DELETED C-22.16 Note 3, formula, was: "Elevation G = (Elevation S — D x (0.1) + 31" is revised to read: "Elevation G = (Elevation S — D x (0.1) + 31/12" C-22.40 Elevation View, MSKT-SP-MGS (TL-3), dimension, MSKT-SP-MGS (TL-3) SYSTEM LENGTH = 50' — 0", dimension is revised to read: 46' — 101/2" C-22.41 DELETED East Valley Highway Preservation/Inouye SIP - 152 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 C-22.45 Elevation View, MSKT-SP-MGS (TL-2), Dimension, 'MSKT-SP-MGS (TL-2) SYSTEM LENGTH = 25' — O" the 25' — 0" dimension is shown to begin at the centerline of POST 1 and terminate at the Mid-Span Splice located between (unlabeled) POST 6 and (unlabeled) POST 7. The dimension is revised to begin at the centerline of POST 1 and terminate at the centerline of (unlabeled) POST 5. C-25.18 DELETED D-10.10 Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.15 Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.20 Wall Type 3 may be used in all cases. The last sentence of Note 6 on Wall Type 3 shall be revised to read: The seismic design of these walls has been completed using a site adjusted (effective) peak ground acceleration of 0.32g. D-10.25 Wall Type 4 may be used in all cases. The last sentence of Note 6 on Wall Type 4 shall be revised to read: The seismic design of these walls has been completed using a site adjusted (effective) peak ground acceleration of 0.32g. D-10.30 Wall Type 5 may be used in all cases, D-10.35 Wall Type 6 may be used in all cases. D-10.40 Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.45 Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the revisions stated in the 11/3/15 Bridge Design memorandum. East Valley Highway Preservation/Inouye SP - 153 May 30, 2018 Federal Aid Number. STPLIL-1073(005) Project Number: 07-3003,2 D-15.10 STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls" are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place. of these STD Plans. D-15.20 STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls" are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. D-15.30 STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls" are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. F-10.12 Section Title, was — "Depressed Curb Section" is revised to read: "Depressed Curb and Gutter Section" F-10.40 "EXTRUDED CURB AT CUT SLOPE", Section detail - Deleted F-10.42 DELETE — "Extruded Curb at Cut Slope" View G-22.10 Sheet 2, Elevation , Three-Post Installation, Dimension, upper right, was — ".035" is revised to read: " 0.35X" G-24.60 Sheet 1 , View A, Dimension 0 Bottom of sign, is = 3" is revised to read: 6". G-60.10 Sheet 3, TYPICAL TRUSS DETAILS, BASE — TOP, callout, was — "15/16"(IN) DIAM, HOLES FOR FOUR, 7/8" (IN) DIAM. BOLTS (ASTM A 325)" is revised to read: "15/16"(IN) DIAM. HOLES FOR FOUR, 7/8" (IN) DIAM. BOLTS (ASTM F3125, GRADE A325)" G-90.10 TOP VIEW, callout, was — "Vertical Brace - W4 x 13 steel (TYP.)(See Note 4)" is revised to read; "Vertical Brace -- W4 x 13 steel (TYP.)(See Note 3)" G-95.10 Sheet 2, Detail "B", Plan View, callout, was — "5/8" DIAM. ASTM A 325 H.S. BOLT W/HEAVY HEX NUT AND WASHER, GALV. (TYP.) TIGHTEN PER STD. SPEC. 6- 03.3(33)" is revised to read: "5/8" DIAM. ASTM F 3125, GRADE A325 H.S. BOLT W/HEAVY HEX NUT AND WASHER, GALV. (TYP.) TIGHTEN PER STD. SPEC. 6- 03.3(33)" H-70.20 Sheet 2, Spacing Detail, Mailbox Support Type 1 , reference to Standard Plan I- 70.10 is revised to H-70.10 East Valley Highway Preservation/Inouye SP - 154 May 30, 2018 Federal Aid Number STPUL-1073(005) Project Number: 07-3003.2 1-30.30 8" Diameter Wattle Spacing Table, lower left corner, was —"Slope:1 H : 1 V, Maximum Spacing: 10' — 0"" is revised to read: "Slope:I H : 1 V, Maximum Spacing:8' — 0"". J-3 DELETED J-3b DELETED J-3C DELETED J-10.21 Note 18, was — "When service cabinet is installed within right of way fence, see Standard Plan J-10.22 for details." Is revised to read; "When service cabinet is installed within right of way fence, or the meter base is mounted on the exterior of the cabinet, see Standard Plan J-10.22 for details." J-10.22 Key Note 1 , was — "Meter base per serving utility requirements— as a minimum, the meter base shall be safety socket box with factory-installed test bypass facility that meets the requirements of EUSERC drawing 305." Is revised to read; "Meter base per serving utility requirements— as a minimum, the meter base shall be safety socket box with factory installed test bypass facility that meets the requirements of EUSERC drawing 305. When the utility requires meter base to be mounted on the side or back of the service cabinet, the meter base enclosure shall be fabricated from type 304 stainless steel." Key Note 4, "Test with (SPDT Snap Action, Positive close 15 Amp — 120/277 volt "T" rated). Is revised to read: "Test Switch (SPDT snap action, positive close 15 amp — 120/277 volt "T" rated)." Key Note 14, was — "Hinged dead front with 14 turn fasteners or slide latch." Is revised to read; "Hinged dead front with 1/4 turn fasteners or slide latch. - Dead front panel bolts shall not extend into the vertical limits of the breaker array(s)." Key Note 15, was — "Cabinet Main Bonding Jumper. Buss shall be 4 lug tinned copper. See Cabinet Main bonding Jumper detail, Standard Plan J-3b." is revised to read; "Cabinet Main Bonding Jumper Assembly — Buss shall be 4 lug tinned copper — See Standard Plan J- 10.20 for Cabinet Main Bonding Jumper Assembly details." J-20.10 Add Note 5, "5. One accessible pedestrian signal assembly per pedestrian pushbutton post." J-20.11 Sheet 2, Foundation Detail, Elevation, callout — "Type 1 Signal Pole" is revised to read: East Valley Highway Preservation/Inouye SP - 155 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 "Type PS or Type 1 Signal Pole" Sheet 2, Foundation Detail, Elevation, add note below Title, "(Type 1 Signal Pole Shown)" Add Note 6, "6. One accessible pedestrian signal assembly per pedestrian pushbutton post." J-20.26 Add Note 1, "1 . One accessible pedestrian pushbutton station per pedestrian pushbutton post." J-20.16 View A, callout, was — LOCK NIPPLE, is revised to read; CHASE NIPPLE J-21 .10 Sheet 1 , Elevation View, Round Concrete Foundation Detail, callout — "ANCHOR BOLTS -3/4" (IN) x 30" (IN) FULL THREAD — THREE REQ'D. PER ASSEMBLY" IS REVISED TO READ: "ANCHOR BOLTS - 3/4" (IN) x 30" (IN) FULL THREAD — FOUR REQ'D. PER ASSEMBLY" Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3" CLR.. Delete "(TYP.)" from the 2 1/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYP.)" from the 2 1/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYP.)" from the 2 1/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYP.)" from the 2 1/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. Detail F, callout, "Heavy Hex Clamping Bolt (TYP.) — 3/4" (IN) Diam. Torque Clamping Bolts (see Note 3)" is revised to read; "Heavy Hex Clamping Bolt (TYP.) -- 3/4" (IN) Diam. Torque Clamping Bolts (see Note 1)" Detail F, callout, "3/4" (IN) x 2' — 6" Anchor Bolt (TYP.) -- Four Required (See Note 4)" is revised to read; "3/4" (IN) x 2' — 6" Anchor Bolt (TYP.) — Three Required (See Note 2)" J-21 .15 Partial View, callout, was — LOCK NIPPLE — 1 1/2" DIAM., is revised to read; CHASE NIPPLE — 1 1/2" (IN) DIAM. East Valley Highway Preservation/Inouye SP - 156 May 30, 2018 Federal Aid Number. STPLIL-1073(005) Project Number: 07-3003.2 J-21 .16 Detail A, callout, was — LOCKNIPPLE, is revised to read; CHASE NIPPLE J-22.15 Ramp Meter Signal Standard, elevation, dimension 4' - 6" is revised to read; 6'-0" (2x) Detail A, callout, was — LOCK NIPPLE - 1 '/2" DIAM. is revised to read; CHASE NIPPLE - 1 1/2" (IN) DIAM. J-26.20 Sheet 1 , NOTES, Note 5, was - "Connecting/clamping bolts AASHTO M 164 (ASTM A325)" is revised to read: "Connecting/clamping bolts ASTM F3125 GRADE A325" Was - "NUTS AASHTO M 291 (ASTM A263) GRADE DH" is revised to read: "NUTS ASTM A563 GRADE DH" J-28.43 KEY notes, note 1 , was — "CLAMPING BOLTS, 7/8" (IN) DIAM. HEX HEAD BOLT AND NUT, TWO PLATE WASHERS, ONE HARDENED ROUND WASHER, 87 FT-LBS TORQUE (THREE CLAMPING BOLT ASSEMBLIES PER SLIP BASE) (PER ASTM A325)" is revised to read: "CLAMPING BOLTS, 7/8" (IN) DIAM. HEX HEAD BOLT AND NUT, TWO PLATE WASHERS, ONE HARDENED ROUND WASHER, 87 FT-LBS TORQUE (THREE CLAMPING BOLT ASSEMBLIES PER SLIP BASE) (PER ASTM F3125 GRADE A325)" J-40.10 Sheet 2 of 2, Detail F, callout, "12 — 13 x 1 1/2" S.S. PENTA HEAD BOLT AND 12" S. S. FLAT WASHER" is revised to read; "12 — 13 x 1 1/2" S.S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER" J-60.14 All references to J-16b (6x) are revised to read; J-60.11 K-80.30 In the NARROW BASE, END view, the reference to Std. Plan C-8e is revised to Std. Plan K-80.35 M-11 .10 Layout, dimension (from stop bar to "X"), was — 23' is revised to read; 24' The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A-10.10-00.......8/7/07 A-40.00-00 ....... 8/11/09 A-50.30-00.........11/17/08 A-10.20-00........10/5/07 A-40.10-03 ..... 12123114 A 50,40-00 .........11/17/08 A-10.30-00........10/5/07 A-40.15-00 ..... 8/11/09 A-60.10-03 ........12/23/14 A-20.10-00,.,,....8/31/07 A-40.20-04 ..... 1/18/17 A-60.20-03 ,.......12/23/14 A-30.10-00.......11/8/07 A-40.50-02 ..... 12/23/14 A-60.30-00 ........11/8/07 A-30.30-01 .......6/16/11 A-50.10-00 ..... 11/17/08 A-60,40-00.........8/31/07 A-30.35-00.......10/12/07 A-50.20-01 ..... 9/22/09 East Valley Highway Preservation/Inouye SP - 157 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 B-5.20-02...... ..1/26/17 B-30.50-02 ..... 1/26/17 B-75.20-01 ,.......6/10/08 B-5,40-02.........1/26/17 B-30.70-03 ..... 4/26/12 B-75.50-01 ........6/10/08 B-5,60-02.....,...1/26/17 B-30.80-00 ..... 6/8/06 B-75.60-00,,.,...,6/8/06 B 10.20 01 .......2/7/12 B 30,90 02 ,..,. 1/26/17 B 80.20 00.......,6/8/06 B-10.40-01 . .....1/26/17 B-35,20-00 ,.,,, 6/8/06 B-80.40-00........6/1/06 B-10,60-00.......6/8/06 B-35.40-00 ..... 6/8/06 B-82.20-00. ,. -6/1/06 B-10.70-00.......1/26/17 B-40,20-00 ..... 6/1/06 B-85.10-01 .-,....6/10/013 B-15.20-01 .......2/7/12 B-40.40-02 ...... 1/26/17 B-85.20-00._....,6/1/06 B-15.40-01 .......2/7/12 B-45,20-01 ..... 7/11/17 B-85.30-00........6/1/06 B-15.60-02,....-1/26/17 B-45,40-01 ..... 7/21/17 B-85.40-00,.....,.6/8/06 B-20.20-02......,3/16/12 B-50,20-00 ,,.,. 6/1/06 B-85.50-01 .,......6/10/08 B-20.40-03....,,.3/16/12 B-55,20-01 ..... 1/26/17 B-90.10-00.,......6/8/06 B-20.60-03,,,....3/15/12 B-60.20-00 ,.... 6/8/06 B-90.20-00,..,..,,6/8/06 B-25.20-01 .......3/15/12 B-60.40-00 ..... 6/1/06 B-90.30-00........6/8/06 B-25.60-01 .,......1/26/17 B-65.20-01 .,... 4/26/12 B-90.40-01 .,....-1/26/17 B-30.10-02.......1/26/17 B-65.40-00 ..... 6./1/06 B-90.50-00.......,6/8/06 B-30.20-03.......1/26/17 B-70,20-00 ,.... 6/1/06 B-95.20-01 ......,,2/3/09 B-30.30-02.,,....1/26/17 B-70,60-01 ...., 1/26/17 B-95.40-00.....,..6/8/06 B-30.40-02,,,,,,,1/26/17 C-1 ..................7/12/16 C-6 ........,...... 7/15/16 C-23.60-04........7/21/17 C-1a ............... 7/14/15 C-6a............... 10/14/09 C-24.10-01 ........6/11/14 C-1b............... 7/14/15 C-6c......,........ 7/15/16 C-25.20-06........7/14/15 C-1c ............... 7/12/16 C-6d............... 7/15/16 C-25.22-05........7/14/15 C-1d............... 10/31/03 C-6f........,,,.,., 7/15/16 C-25.26-03,, --7/14/15 C-2................. 1/6/00 C-7 .........,....... 6/16/11 C-25.80-04,.,.....7/15/16 C-2a ............... 6/21/06 C-7a.........,..... 6/16/11 C-40.14-02........7/2/12 C-2b................ 6/21/06 C-8 ................ 2/10/09 C-40.16-02......,.7/2/12 C-2c ............... 6/21/06 C-8a.........,..... 7/25/97 C-40.18-03........7/21/17 C-2d ................ 6/21/06 C-8b............... 2/29/16 C-70.10-01 ........6/17/14 C-2e...... ........ 6/21/06 C-8e.............,, 2/21/07 C-75.10-01 ........6/11/14 C-2f................ 3/14/97 C-8f ......,.,...... 6/30/04 C-75.20-01 ....._6/11/14 C-2g............... 7/27/01 C-10............... 7/15/16 C-75.30-01 ..,.....6/11/14 C-2h ............... 3/28/97 C-16a....,........ 7/21/17 C-80.10-01 ........6/11/14 C-21 ................ 3/28/97 C-20.10-04 ,,,., 7/21/17 C-80.20-01 ......_.6/11/14 C-2j ............... 6/12/98 C-20.11-00 .,... 7/21/17 C-80.30-01 ........6/11/14 C-2k................ 7/12/16 C-20.14-03 ..... 6/11/14 C-80.40-01 ........6/11/14 C-2n............... 7/12/16 C-20.15-02 ...., 6/11/14 C-80.50-00...,..,.4/B/12 C-2o ............... 7/13/01 C-20.18-02 ..... 6/11/14 C-85.10-00........4/8/12 C-2p................ 10/31/03 C-20.19-02 ..,.. 6/11/14 C-85.11-00........4/8/12 C-3................. 7/2/12 C-20.40-06 ..... 7/21/17 C-85,14-01 ........6/11/14 C-3a ............... 10/4/05 C-20.41-01 ,.... 7/14/15 C-85.15-01 ,,......,6/30/14 C-3b............... 6/27/11 C-20.42-05 ,.... 7/14/15 C-85,16-01 ,,,,,,,.,6/17/14 C-3c ............... 6/27/11 C-20.45.01...... 7/2/12 C-85-18-01 ,,,.....6/11/14 C-4f....... ......,.. 7/2/12 C-22.16-06 ..... 7/21/17 C-85,20-01 ........6/11/14 C-22.40-06 ..... 7/21/17 C-90,10-00..,.....7/3/O8 C-22.45-03 ..... 7/21/17 D-2.04-00 .,..... 11/10/05 D-2.48-00....... 11/10/05 D-3.17-02 ,.,.....5/9/16 D-2.06-01 ........ 1/6/09 D-2.64-01 ....... 1/6/09 D-4...................12/11/98 D-2.14-00 ...,.,, 11/10/05 D-2.68-00,...... 11/10/05 D-10.10-01 ,,,,,,.,12/2/08 D-2.16-00 ....... 11/10/05 D-2.80-00....... 11/10/05 D-10,15-01 ........12/2/08 D-2.18-00 .....,, 11/10/05 D-2.82-00....... 11/10/05 D-10.20-00,.......7/8/08 D-2,20-00 ,„.,,,. 11/10/05 D-2,84-00...,.,. 11/10/05 D-10.25-00......,,.7/8/08 D-2,32-00 .....,. 11/10/05 D-2.86-00,....,. 11/10/05 D-10,30-00... ....7/8/08 D-2.34-01 .,..... 1/6/09 D-2,88-00,...... 11/10/05 D-10,35-00........7/8/O8 D-2.36-03 ....... 6/11/14 D-2,92-00....... 11/10/05 D-10.40-01 ........12/2/08 D-2.42-00 ...,... 11/10/05 D-3.09-00....... 5/17/12 D-10.45-01 ........12/2/08 D-2„44-00 „,,.... 11/10/05 D-3.10-01 .....,, 5/29/13 D-15.10-01 ........12/2/08 D-2,60-00 ........ 11/10/05 D-3,11-03......, 6/11/14 D-15,20-03...-,..5/9/16 D-2,62-00 .,,..,,. 11/10/05 D-3.15-02.....,. 6/10/13 D-15,30-01 .,,,,,,,12/02/08 D-2.46-01 „„.,.. 6/11/14 D-3,16-02... ... 5/29/13 East Valley Highway Preservation/Inouye SIP - 158 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003,2 E-1 ................. 2/21/07 E-4 ................. 8/27/03 E-2................. 5/29/98 E-4a.............,. 8/27/03 F-10,12-03 ...... 6/11/14 F-10,62-02...... 4/22/14 F-40,15-03 .,......6/29/16 F-10,16-00..... 12/20/06 F-10,64-03...... 4/22/14 F-40J13-03 ......,.6/29/16 F-10,18-01 ...... 7/11/17 F-30,10-03,..... 6/11/14 F-45,10-02 ,..,..,.7/15/16 F-10,40-03 ...... 6/29/16 F-40.12-03...... 6/29/16 F-80,10-04 ........7/15/16 F-10.42-00 ....., 1/23/07 F-40.14-03,,,,.. 6/29/16 G-10,10-00...... 9/20/07 G-25.10-04 ..,,. 6/10/13 G-90.10-03_......7/11/17 G-20,10-02,..... 6/23/15 G-30.10-04 ..... 6/23/15 G-90,11-00........4/28/16 G-22,10-03...... 7/10/15 G-50.10-02 ..... 6/23/15 G-90.20-05........7/11/17 G-24,10-00..... 11/8/07 G-60.10-03 ..... 6/18/15 G-90.30-04........7/11/17 G-24.20-01 ...... 2/7/12 G-60.20-02 ..... 6/18/15 G-90,40-02,,,,,...4/28/16 G-24.30-01 ...... 2/7/12 G-60.30-02 ..... 6/18/15 G-95.10-01 ........6/2/11 G-24.40-06...... 2/29/16 G-70.10-03 ..,., 6/18/15 G-95.20-02.........6/2/11 G-24.50-04....,. 7/11/17 G-70.20-04 ..... 7/21/17 G-95.30-02........6/2/11 G-24.60-04...... 6/23/15 G-70.30-04 ..... 7/21/17 H-10.10-00,,.... 7/3/08 H-32.10-00 ..... 9/20/07 H-70.10-01 ........2/7/12 H-10.15-00...... 7/3/08 H-60.10-01 .,,,, 7/3/08 H-70.20-01 ,.......,,2/16/12 H-30.10-00...... 10/12/07 H-60.20-01 ..... 7/3/08 H-70.30-02...,....2/7/12 1-10.10-01........ 8/1 1/09 1-30.20-00,..,.. 9/20/07 I-40.20-00.„.......9/20/07 1-30.10-02....... 3/22/1 3 1-30.30-01 ...... 6/10/13 1-50.20-01 .........6/10/13 1-30,15-02....... 3/22/13 1-30.40-01 ...... 6/10/13 1-60.10-01......-.6/10/13 1-30.11. 3/22/13 1-30.60-00 5/29/13 1-60.20-01.........6/10/13 1-30,17-00,.,,..., 3/22/13 1-40.10-00....., 9/20/07 1-80.10-02.........7/15/16 J-10................. 7/18/97 J-26.20-00...... 6/11/14 J-40.38-01.........5/20/13 J-1 0.10-03 ...... 6/3/15 J-27,10-01 ...... 7/21/16 J-40.39-00.........5/20/13 J-10.15-01 ...... 6/11/14 J-27,15-00....,. 3/15/12 J-40.40-01....,„...4/28/16 J-10.16-00 ,..- 6/3/15 J-28,10-01 5/11/11 J-45.36-00.........7/21/17 J-10.17-00 ...... 6/3/15 J-28.22-00...... 8/07/07 J-50.05-00.....,,_7/21/17 J-10.18-00 ...... 6/3/15 J-28,24-01 ...,,,. 5/3/15 J-50.10-00.........6/3/11 J-10.20-01 ...... 6/1/16 J-28.26-01 ...... 12102108 J-50.11-01.,.,......7/21/17 J-10.21-00 ...... 6/3/15 J-28.30-03 ...... 6/11/14 J-50.12-01.........7/21/17 J-10.22-00 ...... 5/29/13 J-28,40-02 ...... 6/11/14 J-50.15-01.........7/21/17 J-10.25-00 ....., 7/11/17 J-28.42-01 ....„. 6/11/14 J-50.16-01.........3/22/13 J-15.10-01 .,,.,, 6/11/14 J-28.43-00...... 6/11/14 J-50.20-00..,,......6/3/11 J-15.15-02 ...... 7/10/15 J-28..45-03..._.., 7/21/16 J-50.25-00.........6/3/11 J-20.10-03 ...... 6/30/14 J-28.50-03.,,.... 7/21/16 J-50.30-00.........6/3/11 J-20.11-02 ....- 6/30/14 J-28.60-02...... 7/21/16 J-60.05-01..........7/21/16 J-20.15-03 ....- 6/30/14 J-28.70-03 ...... 7/21/17 J-60.11-00...,..,,,5/20/13 J-20.16-02 ...... 6/30/14 J-29.10-01 ...... 7/21/16 J-60,12-00,........5/20/13 J-20.20-02 ..._. 5/20/13 J-29.15-01 ,,,... 7/21/16 J-60.13-00.........6/16/10 J-20.20-02 ,,,,,,,, 5/20/13 J-29,15-01 ..,,., 7/21/16 J-60.13-0 .........6/16/10 J-20.26-01 ...... 7/12/12 J-29,16-02 ...... 7/21/16 J-60.14-00,,.,.....6/16/10 J-21.10-04 ...... 6/30/14 J-30,10-00,-- 6/18/15 J-75.10-02.........7/10/15 J-21.10-04 ...... 6/30/14 J-30,10-00...... 6/18/15 J-75.10-02.........7/10/15 J-21.15-01 ....... 6/10/13 J-40,05-00...... 7/21/16 J-75.20-01 .........7/10/15 J-21.16-01 ...... 6/10/13 J-40.10-04 ..,... 4/28/16 J-75.30-02.........7/10/15 J-21 ,17-01 ...... 6/10/13 J-40,20-03 ...... 4/28/16 J-75.40-02.........6/1/16 J-21.20-01 .,..., 6/10/13 J-40.30-04 ...... 4/28/16 J-75.41-01..........6/29/16 J-22.15-02 ...... 7/10/15 J-40.35-01 ...... 5/29/13 J-75.45-02.........6/1/16 J-22.16-03 „...... 7/10/15 J-40,.36-02 ...... 7/21/17 J-90.10-02.........4/28/16 J-26.10-03 ...... 7/21/16 J-40..37-02 ...... 7/21/17 J-90.20-02.........4/28/16 J-26.15-01 .,..,, 5/17/12 J-90.21-01.........4/28/16 K-70.20-01 ...... 6/1/16 K-80.10-01 ...... 6/1/16 K-80.20-00...... 12/20/06 K-80.30-00...... 2/21/07 K-80.35-00...... 2/21/07 East Valley Highway Preservation/Inouye SIP - 159 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 K-80.37-00...... 2/21/07 L-10.10-02 ...... 6/21/12 L-40.10-02...... 6/21/12 L-70.10-01 ........5/21/08 L-20.10-03 ...... 7/14/15 L-40.15-01 ...... 6/16/11 L-70.20-01 ........5/21/08 L-30.10 02 ...... 6/11/14 L 10.20 02........ 6/21/12 M-1.20-03 ....... 6/24/14 M-12,.10-00..... 7/11/17 M-40.10-03........6/24/14 M-1.40-02 .,..... 6/3/11 M-15.10-01 .,,... 2/6/07 M-40.20-00........10/12/07 M-1.60-02 . .... 6/3/11 M-17.10-02...., 7/3/08 M-40.30-01,.........7/11/17 M-1.80-03 ....... 6/3/11 M-20,10-02 ..... 6/3/11 M-40.40-00........9/20/07 M-2.20-03 ....... 7/10/15 M-20.20-02..... 4/20/15 M-40.50-00....,...9/20/07 M-2.21-00 ....... 7/10/15 M-20.30-04 ...... 2/29/16 M-40.60-00.........9/20/07 M-3.10-03 ....... 6/3/11 W20,40-03 ..... 6/24/14 M-60.10-01,,......6/3/11 M-3.20-02 ....... 6/3/11 M-20.50-02 ..... 6/3/11 M-60.20-02........6/27/11 M-3.30-03 ........ 6/3/11 M-24.20-02 ..... 4/20/15 M-65.10-02........5/11/11 M-3.40-03 ....... 6/3/11 M-24.40-02...... 4/20/15 M-80.10-01.........6/3/11 M-3.50-02 ........ 6/3/11 M-24.50-00..... 6/16/11 M-80.20-00........6/10/08 M-5.10-02 ......, 6/3/11 M-24.60-04 ..... 6/24/14 M-80.30-00........6/10/08 M-7.50-01 ....... 1/30/07 M-24.65-00..... 7/11/17 M-9.50-02 ....... 6/24/14 M-24,66-00....,. 7/11/17 M-9.60-00 ........ 2/10/09 M-11.10-02 ..... 7/1 1/17 East Valley Highway Preservation/Inouye SIP - 160 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 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 3-71M Valve Box and Operating Nut Extender STREET 6-33M Cement Concrete Curbs 6-34M Curb and Sidewalk Joint Example 6-35M Expansion and Contraction/Control Joints 6-43M Commercial Cement Concrete Driveway Approach 6-44M1 Industrial Cement Concrete Driveway Approach Depressed Sidewalk 6-72aM Standard Monument, Monument Case, Cover and Riser 6-72bM Alternate Diameter Monument Case Riser 6-73M Typical RPM Lane Markings 6-74M Typical Lane Markings 6-75M Thermoplastic Crosswalk Markings 6-76M Plastic Arrows, Stop Bars & Only Legend 6-78M Railroad Grade Crossing Pavement Markings 6-82aM Sign Post Installation Type A 6-82bM Sign Post Base Plate Installation Type B 6-83M Street Name Sign Post Installation 6-85M Mast Arm Mounted Street Name Sign 6-98M Induction Loop Details 6-99M Induction Loop Installation Notes East Valley Highway Preservation/Inouye A - 1 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003,2 C/L OLYMPIC FOUNDRY VB 940 WITH TWO(2)INCH "DEEP SKIRT"COVER, THE COVER SHALL BE MARKED "WATER". SEE NOTES 3,4, AND 5. SLOPE AWAY 2%MAX(TYP) 3 x 4"o - SEE NOTE 3--- ri a CARE SHALL BE TAKEN IN �.a BACKFILL OPERATIONS " "V ^ ENSURING OPERATING NUT - TT ° "HATER MAIN M _ WATER_. ..�.. IS IN CENTER AT ALL TIMES DIRECTION NG P BASE SECTION: RICH 24" OPERAT � h P NUT EXTENDER ,.....'L A VALVE BOX BOTTOM, ....... OLYMPIC NO. V31C OR I �,r'' AS NEEDED ry „ PRE-APPROVED EQUAL AND (BELOW RIGHT) °' n v SHALL BE COMPATIBLE WITH TOP SECTION --- I < 3'x3'x4"THICK CONCRETE (3,000 PSI) PAD AROUND VALVE COVER IN UNPAVED AREAS PLAN VIEW 2"SQUARE OPERATING NUT R 9 a H i _.ROCK GUARD, 4 1/4" DIA. k 0 I d 1/8" MIN.THICK 0 r w H 0 VALVE BOX WITH z w w z OPERATING NUT EXTENDER J a -------------- NOTES: -3/4"SOLID 1, EXTENSIONS ARE REQUIRED WHEN STEEL ROD. VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. 2. EXTENSIONS SHALL BE SIZED AS NEEDED,AND PAINTED WITH TWO(2) f COATS OF METAL PAINT. 3. EARS,LUGS OR STAINLESS CAP OPERATING NUT EXTENDER SCREWS (TRANSMISSION MAINS NOTE;:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ONLY)ON COVER SHALL BE ALIGNED AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WITH DIRECTION OF WATER FLOW, '' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT SEE PLAN VIEW. Cyh Wq.;ti�� .lrr.. THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 4, FOR ADDITIONAL REQUIREMENTS AND CITY OF KENT h�Y,,,,� M1" �..,{ .._— ENGINEERING DEPARTMENT USE SEE CITY OF KENT DESIGN AND *1+' L"� .NEER. -........_........_ --, CONSTRUCTION STANDARDS 3.19,B VALVE BOX AND AND C OR KENT SPECIAL PROVISIONS TOPERATING NUT EXTENDER 9-30.3(4)AND(6). Eta " 5. VALVE BOX OPERATING ENTERED OVER 1,y G AL 'h cX u�l wm�r �t?,w ��„ muoneo e�nu C a' h" rF Fea{narauy nac8 F PRIED 4. 3-7M 12" 6"" I EPDXY ¢ r ADHESIVE o FOR FRESH P ^ CONCRETE- II Ij 1 COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: COMBINED CURB AND GUTTER 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL &0„ 2" _ 3I3 1/2' / 5'.0" HAND TROWELED 1.5% TAPER SECTION 1%MIN, n 2°/a MAX. `a w 4"ppp „ -ROLLED CURB SIDEWALK 4° 12" ( _____ ......... MAINTAIN EDGE 4 OF CONCRETE CURB ROLLED CURB -.- CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL LIP BETWEEN GUTTER AND CURB *1/2"OR**1" Ar ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL, UNLESS WITHIN DRIVEWAY SECTION, SEE FACE OF CURB SHALL DRIVEWAY STANDARD PLANS. NOT EXTEND BEYOND THE FACE OF 2, ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC. GUARDRAIL TOWARD THE TRAFFIC LANE 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION,THE GUTTER PAN WILL MATCH THE B„ ADJACENT PAVEMENT SLOPE. 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. \1"' -' VARIES 5. FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED. FORMS SHALL BE SET TRUE TO LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE "FREy ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT PAVEMENT 'pC 4'FAS;+ y"f, THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. EXTRUDED CURB UNDER GUARDRAIL CITY OF KENT ENGINEERING DEPARTMENT r� ................. CEMENT CONCRETE W CURBS 38296 � S.r�i, ,G' ^�.fiR1 DE IGIJE6 CON STANDARD PWN Lr',apf `\EyK DRAWN SPS "' SCALE NDNE CK'VYUNALx' CHEED JB DATE .... - wawEvt mm 633M APPFW'✓ED —FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL CB —FULL WIDTH ADA DETECTABLE WARNING SURFACE(TYP.) (�f ._ _�.w.m. .-... -......,.�.....�...., ..... „_,„,, CURB RAMP I ` OR DRIVEWAY I 1/4"WIDE x 25% SLAB DEPTH (1" MIN.) CONTRACTION/CONTROL JOINT(TYP,) — 3/8" EXPANSION JOINT(TYP.) lti CB SEE KENT STANDARD PLAN SECTION 5 FOR ADDITIONAL CB GRATE REQUIREMENTS 1/4" WIDE x 25% SLAB DEPTH (J." MIN.) CONTRACTION/CONTROL JOINT(TYP,) LEGEND: A '— `"-` II A «—» BOND BREAK JOINT EXPANSION JOINT ----- CONTRACTION/CONTROL JOINT 4"THICK SIDEWALK FULL DEPTH BOND BREAK MATERIAL. 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL SECTION A-A NOTES: 1, AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS, INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED 1/4" RADIUS EDGING TOOL. ON SEPARATE POUR AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF CONSTRUCTION AN EXPANSION JOINT CONSISTING OF BOND AASHTO M33 (ASTM D994). BREAK JOINT MATERIAL FULL DEPTH SHALL BE PLACED BETWEEN THE CURB OR THICKENED EDGE AND THE 2, AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED ADJACENT SIDEWALK. JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT A MINIMUM OF 15 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY SLIP-FORMING,A OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL DEPTH MAY BE USED, MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED 50 AS TO MATCH THE APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES 30INTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR OF ADA RAMPS OR DRIVEWAY WINGS. SEPARATED BY PLANTING STRIP, 4. CONTRACTION/CONTROL JOINTS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CONSISTING OF 1/4"WIDE x 25%SLAB AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE DEPTH SHALL BE TOOLED INTO FREy ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CONCRETE FINISH AND SHALL BE MADE 5 ,'%p'` WA`„g ,, THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. IN SIDEWALK AT FIVE FOOT INTERVALS, �+ INTERMEDIATE TO THE EXPANSION CITY OF KENT JOINTS, � Ga "Y f'DGw � ENGINEERING DEPARTMENT CURB AND SIDEWALK JOINT 6. ]D ALTERNATIVE TO EXPANSION "�'� ��"WT EXAMPLE JOINTS AROUND STRUCTURES, *b 38296 x?r w REINFORCING BARS MAY BE EMBEDDED p ```4'f'vd STL.�kn,.- > DESIGNED COD ".............................................. " IN CONCRETE ON FOUR SIDES OF +�„, -- " n�4` prwwM yps scnLE. NO STANDARD PUN STRUCTURES. '310NAL �C!'y CHECKED JD DATE '- 6-34M P.PPRUVED .........._......_...... ._.__._..............[ncln[En 15' MAX. BROOMED FINISH PERPENDICULAR ,.EXPANSION FINISH I r� 51______ ��^ _F9 TO PEDESTRIAN TRAVEL(TYP.) 5 JOINT(TYP. 5 ) SEE DETAIL"A"-. J.---- 4" SHINE 2" SHINE NISH SIDEWALK WIDTH VAR TES N,, ` ,,,.. ......_.__ _..--w�..— SEE DETAIL SJOINT SJON TYP.)A PLANTER STRIP CONTRACTION/CONTROL \- (WHEN REC}"D) JOINT(TYP.)SEE DETATIL B" CURB AND GUTTER-- `` ' SS EXPANSION JOINT FOR NEW SEWER CONSTRUCTION; (TYP.) SEE DETAIL"A" STAMP FACE OF CURB WHERE SIDE ~ 7s SEWER CROSSES PERPENDICULAR TO CURB. 3" HIGH LETTERS 1/4"DEPTH. 15' MAX, SHINE FINISH SHINE _ o 2" 3/8"x FULL DEPTH EXPANSION JOINT —2" CONTRACTION/CONTROL MATERIAL, 15'O.C.SEE NOTE 1 JOINT, 5'O.C. SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL PEDESTRIAN TRAVEL DIRECTION- 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL --4pl - i 50% DRIVEWAY SHINE FINISH SIDEWALK !!! ..... +--5"CONCRETE PER WSDOT 41 TD, SPECIFICATION 8-14 4"`MIN I, 2" CRUSHED SURFACING .2 TOP COURSE }`/ 3/8"x FULL DEPTH CURB GUTTER AND SIDEWALK CROSS SECTION' �-6"CEMENT CONCRETE DRIVEWAY APRON AND EXPANSION JOINT GUTTER FOR RESIDENTIAL DRIVEWAYS. MATERIAL,SEE 8" REINFORCED CEMENT CONCRETE APRON AND NOTE 1 NOTES: GUTTER FOR COMMERCIAL DRIVEWAYS, 1, EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE PLACED AT DRIVEWAY CROSS SECTION 15'O.C. SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). 8. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4" WIDE BY 25% SLAB DEPTH; 1" DEEP AND OTHER APPURTENANCES WITHIN THE SIDEWALK FOR 4"SLAB, 1.5" DEEP FOR 6" SLAB, 2" DEEP FOR 8" SLAB, AT 5'SPACING. LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB&GUTTER AND SIDEWALK AT SIDEWALK. SUCH APPURTENANCES SHALL NOT BE P.C. &P.T. AT ALL CURB RETURNS AND ALL ANGLE POINTS. PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. FORM AND SUB-GRADE INSPECTION REQUIRED BEFORE POURING CONCRETE, NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE S. EXPANSION JOINTS IN SIDEWALKS AND "s?' -----. ,r� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CURBS SHALL BE ALIGNED WITH EACH S b? WAS i',t X"rf' THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST, OTHER AND NOT OFFSET. co �. a CITY KENT ENGINEERINGNG DEPARTMENT _ N 6. DESIGN SIDEWALK CROSS GRADE C{J ", " ........ SHALL BE 1.5%. � /�" * EXPANSION AND `«.INT CONTRACTION/CONTROL JOINTS 7, WHERE SIDEWALK CROSSES HYDRANT ""lpy ,� 38296 ��" LATERAL; CENTER 3' WIDE PANEL `T.C+`I ST +' DESIGNED coK ---" °°° ACCROSS LATERAL, USE EXPANSION `S onAww ps SCALE NDntE srANOAao vuN JOINT,SEE KENT STANDARD DETAIL 3-1, Al, CHECKED ,P „ ,Dnrs .UNEH 6-35M APPRDVED •w." .....-SIDEWALK ,rr', " DRIVEWAY WIDTH AS SPECIFIED PLANTER STRIP OR J,, A5 ON PLANS: 30' MAX, SIDEWALK—/ a � FIRE HYDRANTS,STREET LIGHTS, ✓r UTILITY POLES,GUY WIRES AND 6' MIN,- ✓� OTHER OBSTACLES MUST BE RELOCATED 5' MINIMUM FROM THE DESIGN VEHICLES TURNING RADIUS LIMITS FOR 8' THICK l ,;..,,, "-"'EXPANSION JOINT (TYP.)SEE NOTE REINFORCED DRIVEWAY ,," �"��.,„ `•, SEE NOTE 2 1'-6" *VARIES 5'-0"MIN. 1/2"TYP. 1" FOR REVERSE r8 SLOPE DRIVEWAY- 61" �,1 S% NOTES: lip^°MNx - 1. CONCRETE WITHIN 8"THICK LIMITS <. rI " CRUSHED SURFACING TOP COURSE SHALL BE PORTLAND CEMENT 611 4'MIN. DEPTH CONCRETE MIX WITH A 2- #4 BARS -2"CLEAR FROM SUBGRADE COMPRESSIVE STRENGTH OF 3000 FULL DEPTH BOND BREAK PSI IN 3 DAYS. FINISH SHALL BE MATERIAL: 30 LB ROOFING #4 BARS AT 12" EACH WAY; WIRE TIED AT EACH BRUSHED TRANSVERSELY WITH A FELT, 6 MIL PLASTIC OR INTERSECTING POINT; SUPPORTED BY 2"SQUARE FIBER FINISH". WIRE BRUSH, "BROOM APPROVED EQUAL ------- AND 3''MAXIMUM MORTAR CU13E RSPACING OF SUPPORTS.INDUSTRY STANDARD C BAR SHALL EXTEND BEYOND CONSTRUCTION JOINTS 2. ALL UTILITY APPURTENANCES WHICH AND LAPPED A MINIMUM OF 15"AT SPLICE POINTS. ALTER THE TRAVEL SURFACE SHALL NOT BE ALLOWED. DESIGN OF SECTION A-A STORM DRAIN CATCH BASINS SHALL *DIMENSIONS PER ROADWAY CLASSIFICATIONS CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. 3. EXPANSION JOINTS SHALL BE PLACED AT 15' MAXIMUM SPACING, ELASTOMETRIC JOINT MATERIAL 7. ACCESS COVERS,JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES SHALL BE IN CONFORMANCE TO WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE AASHTO M220. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4, SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SIDEWALK. tt AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE fi E� FtiFS 1' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5, ENTERING SIGHT DISTANCE SHALL �L�+ET,Y ri"�t5f , a} THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, MEET AASHTO STANDARDS AND <j Dernas 6-50 THRu 6-54. CITY OF KENT ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE COMMERCIAL CEMENT CONCRETE SHALL BE 1.5% MAXIMUM ASMEASURED WITH A CALIBRATED WAS" DRIVEWAY APPROACH SMART LEVEL. Y `„C c. 4 t iGml[a aarcT intiDaao awv �X" i 1;12 SLOPE OR PAVED DRIVEWAY TAPER MATERIAL SHALL MATCH DRIVEWAY TYPE PER PLANS 7.5% MAX ",Ap AND DEPTH.WIDTH SHALL MATCH SIDEWALK RAMP LENGTH. s - DRIVEWAY APPROACH WIDTH SPECIFIED ON PLANS 6 (TYP') DRIVEWAYS SHALL BE SYMMETRICAL. Alow " 6' MIN., 15'MAX. w ...... ... ..... EXPANSION JOINT '... {TYP)SEE NOTE 3 I p FIRE HYDRANTS,STREET LIGHTS, LIMITS FOR 8 THICK UTILITY POLES,GUY WIRES AND j e � OTHER OBSTACLES MUST BE f REINFORCED CURB, ,r RELOCATED 5'MINIMUM FROM THE GUTTER AND DRIVEWAY ✓ DESIGN VEHICLES TURNING RADIUS SEE NOTE 2 °yam tl r' f PAY LIMITS FOR 8"DEPTH REINFORCED DRIVEWAY SLOPE TO MATCH STREET 4 2% (TYP) 6" 5'-0 MIN. 1/2 TYP. _4'I,FAR IYPICAL 1 FOR REVERSE «. SLOPE DRIVEWAY, G"' r�It �� 1 5a,y MAX, NOTES; ." ,..., Iy 1. CONCRETE WITHIN 8"THICK LIMITS SHALL BE PORTLAND CEMENT 8" CONCRETE MIX WITH A CRUSHED SURFACING TOP COURSE 1 �2"CLEAR COMPRESSIVE STRENGTH OF 3000 " MIN. DEPTH '� PSI IN 3 DAYS. FINISH SHALL BE M SUBGRADE BRUSHED TRANSVERSELY WITH A -- 94 BARS AT 12' EACH WAY; WIRE TIED AT EACH FIBER OR WIRE BRUSH, "BROOM INTERSECTING POINT; SUPPORTED BY 2"SQUARE FINISH". MORTAR CUBE OR INDUSTRY STANDARD"CHAIR" AND 3' MAXIMUM SPACING OF SUPPORTS. BAR 2, ALL UTILITY APPURTENANCES WHICH SHALL EXTEND BEYOND CONSTRUCTION JOINTS ALTER THE TRAVEL SURFACE SHALL AND LAPPED A MINIMUM OF 15''AT SPLICE POINTS. NOT BE ALLOWED, DESIGN OF SECTION A-A STORM DRAIN CATCH BASINS SHALL CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. 3. EXPANSION JOINTS SHALL BE PLACED AT 15'MAXIMUM SPACING. ELASTOMETRIC JOINT MATERIAL 7, ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES SHALL BE IN CONFORMANCE TO WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE AASHTO M220. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS, 4, SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE; THIS PLAN 15 NOT A LEGAL ENGINEERING DOCUMENT BUT SIDEWALK. f AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE f, Lu�.1 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. ENTERING SIGHT DISTANCE SHALL �S%'yryh 644 u1/,, �„ THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. MEET AASHTO STANDARDS AND DETAILS 6-50 THRU 6-54. "r�,le„I„ °�` �r CITY NG KENT d '�w ENGINEERING DEPARTMENT 6� DESIGN SIDEWALK CROSS GRADE „a' • ° INDUSTRIAL CEMENT CONCRETE SHALL BE 1.5% MAXIMUM AS Ep,DT DRIVEWAY APPROACH MEASURED WITH A CALIBRATED �" '.^E `" '"°� DEPRESSED SIDEWALK SMART LEVEL. Y' ............. ........ .................. , 'V14 nl, rka 6-44M1 8" RISER RING DIMENSIONS FJIW (SIZE) 1 3/8" ��1 7/8" 2 7/8" 11" DIA. 9 1/2" DIA. 3/4 },^ly ........... .. ...................._. A \ ' 71811 06 N 54 ," 8 DIA. - .m......... PLAN OF COVER .. 9 1/16" DTA. PLAN OF 8" DIA. RISER FINISHED GRADE---- ---FINISHED GRADE CONCRETE ASPHALTPAVEMENT PAVEMENT 9 1/4" DTA. COVER 4" MIN. 3" BRASS ASPHALT DISC -� ��-- 3/8" PAVEMENT A�IE,IFIEI i -VOID OFMATERIAL10" 12" �> 8" DIA.1" MIN./6" MAX CONCRETE COLLAR z � a a N � � z z 0 0 z I w � 1 {. M VT `i NNUME _2"(TY'P.) o S � 5 3/4 R. 1 .........._... ' MIN _ NATIVE MATERIAL NOTES: SECTION 1. MONUMENT CASE AND COVER- EAST 5. CONCRETE SHALL BE A"COMMERCIAL CLASS" JORDAN IRON WORKS, PART NO. 369505 CONCRETE OR AS OTHERWISE SPECIFIED.OR PRE-APPROVED ALTERNATIVE , 6. PAVEMENT SHALL 8E AS SPECIFIED, ---- 2. MONUMENT CASE RISER- EAST JORDAN 5� 1�2" IRON WORKS, PART NO. 1 1/2"- 369590 7. FOR ALTERNATE DIAMETER RISERS SEE PLAN OF MONUMENT 2" - 369592 KSP 6-72b. 3" -639594 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OR PRE-APPROVED ALTERNATIVE. {�FRE �y AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE 3. MONUMENT POST- SHOPE CONCRETE p� WAS`J�t'GYM,,. ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT PRODUCTS, PART NO 104 OR THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, PRE-APPROVE ALTERNATIVE. E s- 0 CITY OF KENT ENGINEERING DEPARTMENT 4. THE CASTINGS SHALL BE DESIGNATION -48 � ` STANDARD MONUMENT, CASTINGS,ASTM DESIGNATION A-48, " ' KE O T MONUMENT CASE, COVER CLASS 35B.THE COVER AND SEAT SHALL 3azsa 2^ T' 9 w AND RISER BE MACHINED SO AS TO HAVE PERFECT fly,., `.�Cr"ISfiE^?Fr � CONTACT AROUND THE ENTIRE . ^� ' D[siDueo core �"""'""" 5+'ONAT ,ayG DMINN iMd scaLE _ moue _ s*auonRo auu CIRCUMFERENCE AND FULL WIDTH OF cRecrceo on1E zola BEARING SURFACE. :N _..d" 6-72aM GPPROVEU...- ,._.. .............._..., 7" CASE RISERS - EAST JORDAN IRON WORKS 8"ALT.CASE RISERS-EAST JORDAN IRON WORKS (SIZE) 369068 369090 369092 369094 3G4p27A36. (SIZE A 1" PART# 1 1/2" PART# 2' PART# 3" PART# COVER PART# A ) 1 1368090PART# 17 3 PART# COVER3680ART# FOGTITE CASE RISERS - FOGTITE METER SEAL CO. A 1" PART# 1 2" PART# 2 112" PART# 3" PART# COVER PART A (SIZE) VB RISER 4# VB RISER 5# VB RISER S 1/2# VB RISER 6# 0-1 VB 8# NEW FINISHED GRADE----- NEW FINISHED GRADE ASPHALT PAVEMENT D.A. AR ES ASPHALT PAVEMENT I DIA.VARIES A TACK - - TACK COAT (TYP.) DIA. V11 ARIES COAT (TYP ) -----OLD FINISH ,OLD FINISH GRADE GRADE CONCRETE . ASPHALT PAVEMENT �� PAVEMENT max----EXISTING UNDISTURBED CASE FMONUMENT NATIVE MATERIAL SECTION NOTES: 1, MONUMENT CASE RISER-SEE 6. IF MONUMENT CASE IS TO BE DISTURBED APPROPRIATE TABLE ABOVE OR THEN A NEW MONUMENT,CASE AND COVER PRE-APPROVED ALTERNATIVE. IS TO BE INSTALLED PER KENT STANDARD PLAN 6-72a. 2. MONUMENT CASE COVER- SEE APPROPRIATE TABLE ABOVE OR PRE-APPROVED ALTERNATIVE. 3, THE CASTINGS SHALL BE GRAY-IRON NOTE, THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CASTINGS,ASTM DESIGNATION A-48, ,,�+FRE AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE CLASS 30.THE COVER AND SEAT SHALL � '� WA„5 �,; ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT BE MACHINED SO AS TO HAVE PERFECT + lfr `'f,�S.'y THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONTACT AROUND THE ENTIRE CITY OF KENT CIRCUMFERENCE AND FULL WIDTH OF ENGINEERING DEPARTMENT BEARING suRFACE. ALTERNATE DIAMETER 4. CONCRETE SHALL BE CLASS 4000. 10 38296 "" T MONUMENT CASE RISER Qid* IS'PFv'Ey";' \'4tv DESIGNED COK ..............mm m ........ ...... 5. PAVEMENT SHALL BE AS SPECIFIED. �'SS T}G"s' "oaAwN JAF SGALE_--.-._-NONE srAN)AND PEAN £ONAL E+ .. I�CHECKED _ DATE APRI_L,11N 9 y 6'—72 V M w�a APPRDVFII 42" 12' 30' 11 0 0 0 0 0 o a 0 0 0 0 0 o a o 0 0 0 0 00 0 0 0 0 0 0 a 0 0 0 0 0 0 a o 0 0 0 0 0 a 0 0 0 0 0 013 0 0 0 0 p 0 0 0 o a o 0 0 o a 0 0 0 o a o 0 0 0 VARIES ,g ('300 MAk) S' TWO WAY LEFT TURN LANE Z S ..w-".,8 ..... yI a 0 o G 0 p 0 0 0 0 a 0 a o 0 0 0 O o 0 0 0 o a 0 0 0 0 0 o a o a o a 0 o O O o 0 0 o a o 0 0 0 0 O a o o a ojtO o a o O o 0 0 o a o o O O 21' TYPE lY RPM 4"GAP TRAFFIC DIRECTION T — TYPE 2YY RPM --_.................................._,.--..,. TWO WAY LEFT TURN LINES ..............................._. ---................_ _.........................._ _............_�.... TRAFFIC DIRECTION TRAFFIC DIRECTION 21° — B TYPE 2W OR Y RPM yI . al o 0 0 0 0 o a o 0 0 0 0 o 0 o a 0 0 a o. TYPE 1W OR Y RPM a O O �C a o 0 0 0 0 o 1 0 0 0 0 0 0 21, TYPE 1Y RPM -.4,"GAP I ��....p�...—, TYPE 2YYRPM B888888 8 8888B88VV8888- NO GAP TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE ... ------ ----------------------—. _ _ TRAFFIC DIRECTION _..,...,_,.............�. . TRAFFIC DIRECTION .....—^- -12 30' 12 �•- 0 0 o a d m o o 000o TYPE 2W RPM `._ TYPE 1W RPM TYPE 1W RPM �—TYPE 2W RPM TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE ._ _---- ....... TYPE 2Y RPM 6 ._ 21' — TYPE 1Y RPM 3 .. 9' 8 8 88� 88 88 88 BB BB BB a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TYRE YW RPM 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o a 0 0 0 o a o o 8 o o a o 1 0 0 0 0 0 o --- TYPE 2W RPM 18"-RPM'S EQUALLY SPACED _,mmmTRAFFIC DIRECTION BARRIER LINE DOTTED WIDE LINE 8�88 88 88 0 0 0 0 0�0 0 02 0 0o o ID o 0 0 0 0 \..m..TYPE 2W RPM 1W RPM TOYPE 2W RPM TOYPE 1W RPM DROP LANE LINE TRAFFIC DIRECTION EDGE LINE `Xk NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ,4 6T W.�},��,C / ---- AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ....._......__"�_ ._ NOTES . ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 7rp ' THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST 1. RAISED PAVEMENT MARKERS I"7 CITY OF KENT (RPM'S) SHALL BE INSTALLED PER / ENGINEERING DEPARTMENT WSDOT STANDARD SPECIFICATIONS + ' s8296 Q e 8-09, 9-02.1(8), 9-26.2 AND 9-210 .;S ,O,d STFtr, �'v`" TYPICAL...RPM LANE rp Al � E1�T MARKINGS 47L5ltirvP0 QLa -�� scntF _..__ STANDARD FUN ... wawe :....... DATE 6-73M I ..30 ___y,,.,, TRAFFIC DIRECTION � ® ......cl 4 GAP VARIES (300'MAX.) �ru 2 5�" " "`I TWO WAY LEFT TURN LANE TRAFFIC DIRECTION TWO WAY LEFT TURN LINES """"............ TRAFFIC DIRECTION TRAFFIC DIRECTION 20' �I �8"WHITE LINE ° ...............�....°-_�. ,,p-`y, .TYPE 2W RPM .'JYP ..PE 2YY RPM... 4 GAP 4 GAP �r- 7.t1._........ ......s� °'--- 4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11' 30' _,............ ---- 11' 30' 0 o O �...TYPE.2W RPM WHITE LINE 74- TYPE 2Y RPM YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE RPM -- 4"WHITE LINE 4"GAP ---8"WHITE LINE EDGE LINE DOTTED WIDE LINE TRAFFIC DIRECTION T 9' 21'(TYP.) 18"YELLOW BARRIER oLINE "WHITE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED -- -"-TYPE 2W RPM TRAFFIC DIRECTION DROP LANE LINE F RE'y BARRIER LINE ..... ....-- _ m....... NOTES: �x CITY OF KENT 1 RAISED PAVEMENT MARKERS(RP'M's) ENGINEERING DEPARTMENT SHALL BE INSTALLED PER WW'SDOT �, ��Y ' ....-..._ STANDARD SPECIFICATIONS 8-09, '�•+ ��T1T TYPICAL LANE MARKINGS 9-02,1(8),9-2Q AND9.21 38296 � 0F CPS I' R •rGr PE.Si4MCU v .eI2 _....SS . W , STANDARD D PL<cnlr NOE N �ONA+ *P4 DATE CHECKED _ 02-2003 crr,ENcWF, 6 6-74M 4M 'APPROVED. } Q 0 24"WHITE THERMOPLASTIC ------- EQUALLY < CROSSWALK LINE SPACED (TYP) S 5 su I of L ue. oI 4 (TYP) V i _2 � a !12"-24" WHITE STOP LINE, TIRE TRACKS (TYP.) WIDTH AS DIRECTED BY THE ENGINEER *TYPICAL 4 LANE ROADWAY CONFIGURATION NOTES: I. 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. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEERAND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 5 Goa CITY OF KENT ENGINEERING DEPARTMENT 3 THERMOPLASTIC CROSSWALK w" �T MARKINGS Lo 7{}' L buwm 'MGM n� -rANonRo aviv 1*L� OHE ✓ED,,,_, DALE V� JAN Wf scn�e ry 11'° 6-75M nnneovm 'nuiw ra NOTE:. 1. LETTER LAYOUT SHALL BE PER VJSDOT STANDARD PLAN M-80.20-00 ro ............. .......... �... ...__ 3 0" 0 0 ry N �Y ro o N N TYPE 2SR(RIGHT) TYPE 3SR(RIGHT) IS MIRROR IMAGE IS MIRROR IMAGE OF TYPE 2SL OF TYPE 3SL B-B„ d°•6�° I II — a' � _ TYPE 1S TYPE 2SL(LEFT) TYPE 3SL(LEFT) NOTES: 1. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE CONTRACT AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION LENGTH VARIABLE 12"-24"AS SPECIFIED 9-34. IN THE CONTRACT 2. GLASS BEADS(PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL PLASTIC MATERIAL. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT A 1' RT' AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE STOP BAR DETAIL F ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �,' THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 1 CITY OF KENT ENGINEERING DEPARTMENT PLASTIC ARROWS, r{�T� STOP BARS & ONLY LEGEND a� 79T'G ruxsls rvv.w n1Y0... -1'r!DnRD PLAN �: crre�reD �DArE ... „ q�akww. ,_.,...... Diha� cr ._ 6-76M NAL. APPROVED �......._ 6. 3 T" T- a---- EDGE LINE 1 LANE LINE OR �/� 1'-4"rIYP) CENTERLINE co K LL oar;, ((IIpppppp � P °• ...24'WHITE STOP LINE o Li ...... .... I R E _ D* ... ........... MPH (Ft.) j 3 4" 114 ..,... ,2 25 50 fiI . � 30 100 35 150 .. o � � � `✓' GRID IS 1 SQUARE 40 225 0 "R" DETAIL 45 300 J ! 50 375 fII, �KEY: cJ)WHITE RR CROSSING SYMBOL PAY LIMIT * DIMENSIONS SHOWN I� ;� INCLUDES X SYMBOL, LETTERS,AND TWO b ARE APPROXIMATE TRANSVERSE LINES 0 (3 SYMBOL DETAILS O 24"WHITE TRANSVERSE LINES W10-1 ADVANCE WARNING SIGN NOTES: SEE "R"DETAIL FOR LETTER LAYOUT 1. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE CONTRACT AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-34. 2. GLASS BEADS(PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL PLASTIC MATERIAL. o NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE A ENGINEER AND APPROVED FOR PUBLICATION 15 KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. bra CITY OF KENT ENGINEERING DEPARTMENT RAILROAD GRADE CROSSING �'z�, '�✓ KNT PAVEMENT MARKINGS 115 `'1 to 38296 WASHINOTION In ah DESIGNED DI ___ ---- .............� LAYOUT 4}n Cf�`' DRAWN .._.Dp SCALE WINE STANDARD PWN `SjONAL 4% cnccrED ..... '- DATE - 6-78M APPROVED mEeH ATTACH'SIGNS 30"AND UNDER WITH 2 DRIVE RIVETS,SEE NOTE 5 IOr ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS,SEE NOTE 6 "-SEE NOTES 9 AND 10 � f � """"""-" SS 0.030 BAND-IT BRACKET OR APPROVED EQUAL 0 — SIGN POST SQUARE 2"x 2" ��. 14 GAGE.ALL HOLES © PRE-PUNCHED _ -:9,-•�" ,,. " 0 0 r3„ -CORNER BOLT, p SEE NOTE 6 ✓ `W,J'• - x 'FINISHED GRADE �'""•� o •` 5/16"X 1"SS ° BOLTS WITH .i''. l i ..... r, SS WASHERS 0 o ^-�--SET FOUNDATION ON ° �.D, UNDISTURBED NATIVE SOIL 0 OR COMPACTED MATERIAL r- ° SET ANCHOR PLUMB AND ° TRUE,SEE NOTE 3 Y3',r n ° t i " o ------CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT POURED IN PLACE AROUND STANDARD OR SIGNAL POLE o ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING 6° THE ANCHOR MIN, NOTES; 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE, OR 5. DRIVE RIVETS TO BE TL3806 3/8" DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE TLD70M.]AMNUTS TL062 2, FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8" DIAMETER HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME SIGN DETAILS. 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B MAY BE S. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE USED; ONLY IF APPROVED BY THE CITY OF KENT.ANCHOR MAINTAINED BY THE PROPERTY OWNERS. SHALL HAVE 4 EACH 7/16" DIAMETER HOLES ONE EACH SIDE 2" FROM TOP. FINISH SHALL BE ZINC HOT DIPPED 9. ALUMINUM SIGN BLANK THICKNESS; GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B, 7 WARNING AND REGULATORY 30"AND UNDER-0.080", GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM 1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 SCHOOL SIGNS-3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN, SQUARE POST SHALL HAVE LEGENDS, SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16" DIAMETER PRE-PUNCHED HOLES ON 1" CENTERS FULL LENGTH, FOUR SIDES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT � FR ELECTRONICAN & ENGINE RAAN A PPROVED FOR PUBLICATION S S KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. �� a �� CITY OF KENT flY —. ENGINEERING DEPARTMENT DENT SIGN POST INSTALLATION rI»e 41 TYPE A ,aS``^7rr Our _. `Y`YtONA'L1 � D DI is NFD.., DN _.;yim P AkNT .. _".....' FAND,RU-,P. .......„ RAWN 4,i0"-aC.44N're DA¢ (MIUARr ,u,a , 6-82aM 3/4" DIAMETER HOLES f 2 1/4 0 7"X7" STEEL BOTTOM PLATE(ASTM A1101 SS G� Y� RADE 33) 33) U -..r- — PRE-GALVANIZED LOW CARBON 12 GA(ASTMA653 n, GRADE 33) PERFORATED SQUARE TUBING CENTERED ON BASE PLATE 0 PLAN 7/16"ON 1"CENTER DIA. HOLES -- PRE-GALVANIZED LOW CARBON 12 GA(ASTMA653 l.J GRADE 33)PERFORATED SQUARE TUBING CENTERED O ON BASE PLATE O - WELD ALL AROUND 77"x7"xI/4" STEEL BOTTOM PLATE(ASTM A1101 SS GRADE 33) O 1/2"xS 1/2" SS WEDGE ANCHORS, SS WASHERS AND NUTS NOTE: ELEVATION 1. CITY OF KENT APPROVAL REQUIRED PRIOR TO USING THIS STANDARD PLAN. 2. SEE STANDARD PLAN 6-82aM FOR SIGN POST AND SIGN NOTES AND DETAILS., 1� NOTE': THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT f RE r' AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT SIGN POST BASE PLATE ENT INSTALLATION TYPE B YS NAL or wwEo ;i Ipv w1nar scae wows 'JAM K) FLAW !O F� FFrArsm WY Or KEW .. _..., _.-. CHECKEI) DAI[ vleaunRY foie _. — .. F 6-82bM ......................................... ........---------- 0 Ave 0I IO p NOTES: CORNER BOLT - _ O 1. SEE STANDARD PLAN 6-84M FOR DRIVE RIVET w 0r STREET NAME SIGN DETAILS. ,, 7 a p 2. PRIVATE STREET NAME SIGNS CORNER BOLT AND PRIVATE SIGN POSTS ARE I" (TYP) SQUARE METAL O o MAINTAINED BY THE PROPERTY - L..- POST,SEE OWNERS CANTILEVER MOUNTING STANDARD PLAN 0 0 6-82aM------------+- 3. ''NO OUTLET" SIGNS SHALL HAVE 0 0 �..�:, AN ARROW SHOWING WHICH DIRECTION DOES NOT OUTLET. O o a 4. CORNER BOLTS TO BE PART# O ;) TLO70M WITH PART#TLO62 JAM z z NUTS. DRIVE RIVETS TO BE PART O ti o #TL3806. m � 0 0 w x SIDEWALK ° o FINISHED ° 2'MIN. CLEARANCE GRADE FROIM FACE OF CURB 0 (10' MIN. CLEARANCE IF NO CURB) TO EDGE OF SIGN 0 0 p i O ti O r ` 0 " -----ANCHOR AND FOUNDATION, . "w SEE STANDARD PLAN 6-82aM O o 0 -r ------CONCRETE BASE SHALL BE POURED IN PLACE AROUND ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING THE ANCHOR 0 u wti O 0 i NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE O ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT ,q STREEETET- - _... ......_ � �.IwA►�KENT NAME SIGN POST 3&25e w.. INSTALLATION -- - NAL, 4.'i G'� �a wwauft� rrolAi-� SCALE NW---- srAr�oweo Fwv --------- CHECKED ... 6-83M...._. VARIESP SIGN MATERIALS: ABBREVIATIONS: 14 BLANK MATERIAL: AVENUE = Ave ��[r��yyyy,, GAUGE ALUMINUM BOULEVARD = Blvd SIGN SIGN BLANK. CIRCLE = Cir *rr COURT= Ct SE; 0 IS t 4 "' BACKGROUND: DRIVE = Or WHITE, REFLECTIVE LANE= Ln 3M DIAMOND GRADE PARKWAY= Pkwy SIGN CORNERS SHALL 8E SQUARE(TYP.) VIP DG3 PLACE= PI PRIVATE = Pvt 14" LEGEND: ROAD = Rd r GREEN 3M ELECTROCUT STREET- St a 18" FILM; REVERSE CUT WAY= Wy i TO REVEAL WHITE LEGEND benis (omm Rd SERIES C- NUMBERS AND LETTERS; UPPER AND LOWER CASE; UNLESS OTHERWISE NOTED ON PLANS LEGEND SHALL HAVE 3/4"(TYP.) CITY OF KENT LOGO: ROUNDED EDGES(TYP.) DIGITALLY PRINTED ON CLEAR AND APPLIED TO DG3. OVERLAY WITH 3M 1160 GRAFFITI FILM FOR UV PROTECTION. (A): X = 4'-0"OR LESS; 2 WTNDBEAM ATTACHMENTS NOTES: (B): X = MORE THAN 4'- 0" BUT NOT MORE THAN B' -0"; 3 WTNDBEAM ATTACHMENTS (C): X = MORE THAN 8'- 0";4 WINDBEAM ATTACHMENTS _ 1. MOUNTING BRACKETS (B). X(.2 (C) WITH STEEL STRAPS SHALL -••`EQUALLY SPACED BE A STAINLESS STEEL SIGNAL HEAD (A): X/4 (Ty S (A): X/4 BAND AND BUCKLE SYSTEM (B); 1'-0" (B): 1'-D" PRODUCT OR AN APPROVED BACK PLATE 6r� (C)z 1'-C1" (C): 1'-0° EQUAL. MOUNTING 1 6 MIN. BRACKETS SHALL BE MIN. 2°-6" MAX. Y UNIVERSAL CHANNEL ALUMINUM CLAMPS; STEEL STRAPS I ,✓' WINDBEAM SHALL BE 3/4" (IN)WIDE (T7yp.) AND 0.030" (IN)THICK. 2. ALL SIGNS INSTALLED ON MAST ARMS OR 11 y� STANDARDS(POLES) LEVEL :��d.: =' REQUIRE WINDBEAMS.ALL SIGNAL SIGNS SHALL BE ST INSTALLED WITH A MAST ARM BASS- ANIDARD BACK OF SIGN PANEL L_1�� HORIZONTAL EDGES LEVEL, A SKEWED WTNDBEAM IS REQUIRED ONLY WHEN THE MAST ARM SIGN IS MOUNTED WITHIN S°SEE NOTE 2 UNIVERSAL CHANNEL 12" (IN)OF THE MAST ARM m ,SEE NOTE 1 BASE(SEE DETAIL"A"). 3. THE STREET NAME SIGN +----BACK OFINDBEAM SHALL BE A MAXIMUM OF SIGN PANEL 36 SQUARE FEET AND THE SIGN HEIGHT IS A 3/16" (IN)ALUMINUM SMAXIMUM OF 3'(FT); RIVET(TYP.) -4" (IN) SIGNS LARGER THAN 36 MAX.SPACINGACK OF SQUARE FEET REQUIRE A TYPICAL MAST ARM IIGN PANEL SPECIAL DESIGN MAST ARM tl AND SIGNAL POLE. ° NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT F'RE AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE DETAIL A S n W,,1,g '�,{yy�, ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT (TYP.) FOR EACH CONNECTION h ' (°may THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT _....� OT MAST ARM MOUNTED 38296 STREET NAME SIGN Pj .SIS'P4 Ks NEu..—cor, _.............. ... DESIG .. � S"YOL k; X ._ SCALE ......_NONE........_ STANDARD PLAN NA i�l,wn -.OK ---'---- we ...._ APPROVED DATE OS 2920NU 6—OCM ...-- STOP BAR WEARING COURSE(TYPICAL FOR SECTIONS A, B&C)--- CENTER OF LANE — r" A a LOOP SERIES f A —414 TWISTED PAIR WIRE TYPE NUMBER - A - -- - IMSA 51-3, 3 TWISTS PER FOOT "{t.....,,,. TO CONTROLLER TO ADDITIONAL LOOPS B' WHERE APPLICABLE 0.25" MINIMUM WIDTH SAWCUT B -----2C(S) LEAD-IN SECTION A-A CABLE IMSA 50-2 'c B *AF *AS v� "—L470W SPLICE LOOP SERIES (TYPICAL) NUMBER 3 A A 0 `--- m *BF CONDUIT STUBOUT, a o *BS ` SEE STANDARD PLAN 6-99 —� LL 0 0.50"MINIMUM WIDTH SAWCUT JUNCTION BOX SECTION B-B 0 w S=START F=FINISH *=LOOP NUMBER STOP BAR LOOP WINDING DETAIL M 0 04 0.50" MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS SECTION C-C WHERE APPLICABLE JUNCTION BOX (ASSUMING TWO LANES OF LOOPS) C *F SCOTCH 06147 ELECTRICAL CENTER OF LANE-- _ 6 C *S MOISTURE SEALANT TAPE fi —2C(S) LEAD-IN S B CABLE IMSA 50-2 1 IL A TO CONTROLLER A S=START SIDE VIEW END VIEW #14 TWISTED PAIR WIRE TYPE F=FINISH *=LOOP NUMBER NOTE: CUT IMSA 51-3, 3 TWISTS PER FOOT SOLDERLESS, CRIMPED, DRAIN WIRE NON-INSULATED BUTT SPLICE SINGLE LOOP WINDING DETAIL LOOP SPLICE DETAIL NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE NOTES: FR�+ Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1. SEE KENT STANDARD PLAN 6-99 FOR NFAgI � ) THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONDUITINDUCTION OOP I DETAIL TALLATIAND ,� CITY NG KENT INDUCTION LOOP INSTALLATION � �' afa�n.:a ENGINEERING DEPARTMENT NOTES. T INDUCTION LOOP 2. SEE KENO STANDARD PLAN D FOR ,"y a`",$ 3B29s �' "' DETAILS INDUCTION LOOP PLACEMENTT DETAIL. .. ,_w b"y, yy,lt",v. DESIGNED -_core ,aq`-" DRAWN---�y"S ,SCALE NONE SiaNDareO auN NA CHECKED Fi CHECKED Ee .... DATE 6-98M APPRDVED INfIHF[fi O F wOz w W Q ¢ � ~O V F X Z W Z k Z a 0 Z Q F F S w V N z w o wSOU' E SZO ¢ W W LL = = pOW a mOzw J O J_ Z H � ULLH mQZ "~" [n O Vz > ti � U O IT, OQz z JU ^, w SO N z m � 4 Em0 zw o � U Uvwiz � w i , o V O ~ O F X X w J 2 O J m m g Y w O m iO w N m � O Q �i 4 2 w \Q w '~" Km U OmFw � 4 � J T m 6 N M m m U V! O Z OD ¢ z ¢ w q m Q O O UJ � OEFO OZz w WxmCosz O OJ z o V w 0 V 0 Z W J W Z y _r'. ".3.c,^;.„�.f.r. . ._._._.._. 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ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. # o CITY OF KENT ENGINEERING DEPARTMENT O INDUCTION LOOP 38296 4• . INSTALLATION NOTES iT S'P GAO , �yG`'' Di isMD I:OK scA�e None STANDARD auN ORkWN ........ ...... _ �(7 AL ° CHECKED. ... DB ........................... A.. V APPROVED [°cweea SDOT STANDARD PLANS j ROADWAY CONSTRUCTION A-40.10-03 Cement Concrete Pavement Joints A-40.20-04 Bridge Paving Joint Seals (2 sheets) i DRAINAGE STRUCTURES AND HYDRAILICS B-30.70-03 Circular Frame (Ring) and Cover CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-03 Cement Concrete Curbs F-30.10-03 Cement Concrete Sidewalk F-45.10-02 Detectable Warning Surface SIGNS AND SIGN SUPPORT G-20.10-02 Ground-Mounted Sign Placement SITE PRESERVATION AND EROSION CONTROL 1-40.20-00 Storm Drain Inlet Protection ROADWAY DELINIATION M-20.20-02 Profiled and Embossed Plastic Lines M-80.10-01 Traffic Letter and Numeral Applications (2 sheets) East Valley Highway Preservation/Inouye A - 2 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003,2 oT ON 00 UEo� clffi aN O= , LLI �a Yla of— End = Yry"rha n� . . 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Ja J oIL U. o a 6 n w vE 4CS a N str�>J r� L nn(7uNw F� IV w c '7{tYiui rW tia urrra.n{!E ,,i✓^u a p" � 2 F Jq 4 SNLLif1 90VnAi4W1�H 44AT01 itl N,w, hy'IWM 9Wbt1 . W1144 n it d6 re"1'14 I�tk10{ 4! 44 ?IA 'N tl [ ak .Lb IOw51H S�It w 7 U p M Qauv "Nn4nw +r"d�" 'Nxoo-u q wf� PP < 6 C'k7l[lY _V y 6LU131 w , 164 i4 ,mll l:0'g �� YAQW Il@ Y ❑DPb a ,� ' �i i v+id !.` um ii Y t� y w wj M infer . Y y yy!! anadAJ V6Y1 �A�WNMIO pZ b ° qaw".e x0 Ian I �v lr YNt ', W4 o B .1!➢]JLaI MtY lBI Y4 wL �� � �< � � u w H„Iul n v � aloni��o' "�"' ii�ln o o � � l�V+y✓ed '" VJ p � � w " 111 �7P �E`" aCQ m x z 0 2 F [M i11Il 66KW N"d fi1G (Sl dYlllY fy." '.I^ 11 110N d35 IOBWI`OV]Hb(19U. I 1 raun n m '`" M21u tIe ,wrw 4 s ....__® _ n a " a s _ w w �balwLad 1.iW. lmw In _..TC 1 V!�III tl�!Ni Iw�J Ht- c w mN 0 LI w Y6Y w G SYIILLII NIW 1-�IIJIII a $f5 ' a iY L. s OtlC�dAJ V£Il �AB NMVtlp TRAFF I C CONTROL PLANS East Valley Highway Preservation/Inouye A - 3 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 BUFFER DATA TRAFFIC CONTROL PLAN LONG[[I��UDINAL BUFFER SPACE B 1 I °°R �� I.�,I<„�,4F„I T� KENT, WA MATCH PAGE 1b /Nry'� I ��� i .r.I I DELINEATION SHALL OFF-SET FROM W "'m f�*-E TRANSPORTABLE ATTENVATOR ROLL AHEAD DISTANCE =R µ_a.W ..... F 1 SKIP STRIPE AS TO ALLOW MAX ax MINIMUM LANE ctDSP AE a Bva=a(mvm ( I I I, LANE WIDTH FOR WIDE VEHICLES S { T i¢al4 4lPork Area-Left/Center Lane Closure PER ONA, „o LENGTH L Roh) o MMM" I ...F.M......... m......�..... ...�..nte �. A, Ir „,N _ 9^„qN ,5 fins 5' ; j I 0 Lek lane closed on 5-lane roadway on NB E. fi<o I ,;fi ,qo ,<4 Y I I I`` I Valley Hwy in advance of S 1961h St. '- eo - I I - �:A,I ' O Closure continues north of S 196ih Stand 1" 1` I; 1 creates a closure of the 3 interior lanes on SIGN SPASM x (1)� 1 ^' ✓' I E.Valley Highway.See PLAN 1b. E.p, .„„ '"RluART `p; rn 1 I o Lek[urn lane on NB E.Valley Highway in A� AF- nA, advance of S 196ih St shall be maintained. 'I.e " " N '� y I ✓' A 0 UPO to control all travel movements within s tr"�"'T'."'F'n INN TA" a rx r E Au ! I intersection. Signal shall flash RED. 'S" EHAEL N K Iry , 1, yH 0 Traffic control shall he removed during non- ... D ADN E5 �€ x 1 I working hours. a�...m I:UA RETIREDU RE PB AT FRODE N areaxH .ss ro TT `t TAMEDf I = YE 0 RE'ASORI To provide a safe and clear work CHANNELGrATION DEVICE senmNo pBmt a p 'a k area for new grindingfaverlay,work. „..M%- ( _ULAAND p,Y < I y r L-Lv P_ wi 18"x 24- I L.I- ,I "`'RAISED C-CURB REMOVED DURING CONSTRUCTION --. rcEEP A �I I A�a A, I ROAD R4-7 WORK S 196 ST AHEAD� w20-1 x 1 PCC'�'' — —"— -- - X 'fllllll lllllll llllll ?* 'E". LEGEND IF APPLICABLE J s, v w WORK AREA THIS SIGN SHALL BE DISPLAYED I J t a� A^T ^1wf DURING NON-WORKING HOURS ROAD 111 ACCORDINGTO RCW 4].B6.P00 WORK I a N1-.__ u,A»R M x STANDARD TRAFFIC DRUM AHEAD i MI W20-1 TAI �.I SIGN LOCATION I 3tS 10 L W21-1701 I M I !f T'. RROTECTIV'ElWORK VEHICLE Standard Traffic DFUm - - M I (NIGHT WORK) '� EXISTING TRAFFIC FLOW ' "" V G SEQUENTIAL ARROWBOARD 9 6 30'x 30 ......1. .-I_._._= X LEFT LANE 1 1 MUST I I I I >JUIN LEFi -- PCMS R3-7L 4-2R PGMS 48"x 24 I I UUGABG Bet x HU00 wnwoxEV f I ""'"AlLDS"IMA�"ri11d K E A`M T CENTEn NOLEFT. .Y LEFT IANE LANE TURNS G20-2 I I -.--"_ -. CLOSED W H o r o x HEAD CLOSED AuoweD - I I W20-5L ."'."'___...,._ WASRINGTON STATE TRAFFIC CO NTflOL zB sec zsnsec 44 I I X SUPERVISOR FIELD LOCATE FOR OPTIMUM I I SIGHT LINE TO TRAVELING PUBLIC I 1 *VV rvHTS cnn:mAIN AA.D 1 I - SAr DATE fafrzvm I I 20-1 ;w-ama+­o M� GENERAL NOT ES: 1, ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCOANG TRACTOR CITY OF KENT SPECS, City of Kent Z VA(JYIPYAO..L LAICAL ESCRUENCY SERVICE-961F CLOSURE TIME.51 PBev✓� �"�"��'�--"" w Awn CATea ravi(MANDAJO . Garrett Inouye 0, ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROADWORK(IF ". APPLICABLE),206477-1140 EST A1 AMunrl ryDlea 4, SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY 253-656.5546 Kent,WA CONDITIONS, 5 PROTECTIVE VEHICLE RECOMMENDED-MAY BE AWORK VEHICLE 4W�01�Y!tAUMNfiAt ll'mxll SRI Soo oni[ 6, CHANNALL A NB MIN ATION DEVICES LESS OTHERSTANDARSE D FIEDDRUMS 1.d 1211 6f17 ], 10LEU 1LIIATI ON DEVICESARE STANDARD TRAFFIC DRUMS(soo ,,,,,__,__,,,,,,-,,,,,,, TAB ERACIo,MAYB ADJUSTED Chris Oro S, ALL TERSECINGMA NDNOR DRIVEWAY ACCOMMODATE AT-GRADE Chris Grose 0:253�25a�1A19 INTEDEVRSECTIONS SHALL ANT/EN DRIVEWAYS 9 ALERT SFECTED OTENCROACHINTO IDENTSADJACENT OF CLOSURE TIMS. chris F: Ui iD.ALERT AFFECTED BV SINESSESIRESIGENTS OF CLOSVRE TIMESIVATES Chris@traffi aonlTolptan.net. I p I I TRAFFIC CONTROL PLAN RogD KENT, WA W20-1 woRK III r AnEAD I C I 48 x 24" N VH.1V ExC X A8W Wtla I V G20-2 LEfi IANf i, I I I S CLOSED — V I AHEAD Typ,fcal.Work Area-Lett/Center Lane Closure W20-5L I V I X I I 1. I o Left lane closed on 5-lane roadway on SIR E. I' I Valley Hwy in advance of S 194th St. I I I O Sit closure continues to S 196th St and creates I I I I a closure of the 3 interior lanes on E.Valley I Highway.See PLAN 1a. W4-2R — -Fm"'f--'N um I o "Right turn only"allowed from S 194th St&S X I I ua l''. N 195th St. v L12 ' IYN N I O Traffic control shall he removed during non-working hours. - 9— I 1 NI"v, O REASON: to Provide a safe and Clear work D I WI I Of � area for new grindingloverlay work. LEGEND.... 1 Imo 1 1 mn1 .S. IN WORKAREA L IIIIII in STANDARD TRAFFIC IIIn I I IMV W2-401 III M a N N DRUM _— __ISM I I P DELINEATION SHALL OFF-SET FROM SKIP L Ill, MI STRIPE AS TO ALLOW MAX LANE WIDTH *-1 SIGN LOCATION PdiMS 6 I4,,1 1FOR VEHICLES IN OPEN LANE, ""I I BUFFER DATA FROTECTIVENVORK VEHICLE S )r LDrvclruowAL BUFFER SPACE a EXISTING TRAFFIC FLOW l I (! I yry SEOU ENTIAL ARROWBOARD I^ I TRANSPORTABLE EN NTOR DOI L AHEAD ISTANI =R .�K mrx Il r I i aI I 1 ONLY J T MINIMUM LANE CLOSURE�— TAPER LENGTH L IxII I �J $ 194$T R3-5R �' 2 U P.... sP ame I pnl o ss as �<h"� N [ AL �N j E4N h K IF APPLICABLE X 'I it SIGN SPADING x A I' I; I, 5 1 r. THIS SIGN SHALL BE DISPLAYED I I .. ACCORDING ING TO RCW 47HOURS ( I M1ma � nru LT Is w I ras e 7uF DURING A GTDRCW GG HOURS h+' ��MFa a n m ova ROAD I GCS noH,1.�N AND RK AHEAD I `E 1M` r uVV20-1 I IH-;I AYw, ,EON N TV FIT N> "�" W21-1701 I I I 24 x 24 TADLDHI ArIMELltnilbx rscvlce ISlawC' FP, "A* ydnomlj, '- I ICI wl �� DI Standard TrafflC Drum E Ilu T (NIGHTWORK) N!alpGif'� I � I" - of R3-2 EMS Ir I,�spm wopo ...... ,., ,. HDmaMIXI E'C.IYA.] _.... 24"x 24" ( d NN M I or PCMS F, W20-1 "*,w WT WA mA KENT FR wN9.1NO.OIA R3-2 Ip 1" l,r I XCLO I I AI SUPERVISOR y I FIELD LOCATE RAVELING PUB ✓' ` 9 18 X 24 J` JS S`T NAM£ M1 ph 2O Gmnn SIGHT LINE TO TRAVELING PUBLIC 1 Y TcSCARDI 011124 I" E MY1 DAFT!Y+11 1411 @OPW ✓ 1 � (/1 M sb*lw Corz GENERAL NOTES; IraI 'VoxLv1 .. II ✓1w`,("'I` b R3-5R _ 1, ALL SIGNS AN D 5 PACING SHALL CO NFOR M TO THE BLOOD AND y I/y Ii CDN1RAJ1AG CITY OF KENT SPECS City of Ken[ 'l.. NCrOF Y ALL LOCAL E W RQENLY 1E SEXES OF CLO51URFWIFE � qyl pavppeR ylpw nlalr rralllB rnnranAFURv. I"^f Garrett Inouye 3, ALERTM ETRO TRANSIT 5 DAYS IN ADVANCE OF ROAD WORK IIF y" Y APPLICABLEI.2D647I 1166 @ 6 r' I PIK IY C�eIn�q¢N, C L 2AT10K 0, CAN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY ` I1 '2 P�yy g(D6"Jn!`YV Kent,t/rIA CONDITIONS. ^1 r 5. PROTECTIVEVEHI LE RECOMMENDED-MAY BEA WORK VEHICLE. {I ✓ m 11"r NOMOGW WI IINVI lR LAE 6, ALL SIGNS MIN.46FA 46"UNLESS OTHERWISE SPECIFIED 113 12116/17 7, CHANNELIZATION DEVICES ARE STANDARD TRAFFIC DRUMS I— I BLE(1)for spocing tllslences. YNk YANLO B. ALL 5 PACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE MATCH PAGE 1. Chris Grose b�25a-455.1A19 INTERSECTIONS ANDIOR DRIVEWAYS, 9, DEVICE55 HALL NOT ENCROACH INTO ADJACENT LIVE LANES. ®�I E�M1AL F: 10.ALERT AFFECTED BUST NEE SESIRESI DENTS OF CLOSURE TIMESIOATES. LhrlsCNtraff iccontrolplan.net BUFFER DATA TRAFFIC CONTROL PLAN L© GUIRANA5 BUFFER SPACE 9 �+�? d ��ll Ps' ,�;n� 1- ,, KENT, WA N L 1 ROLL "sIG.. ^ MATCH PAGE b >•RAusvaRTaeLE AveuuAToa ROLL AHEAD DIsrABCE a !" f DELINEATION SHALL OFF-SET FROM W f'- E �" EX?'� SKIP STRIPE AS TO ALLOW MAX "' C '" ' x ^ LANE WIDTH FOR WIDE VEHICLES, S MINIMUM LANE CLOSURE TAPER LONG /o CCal.4Dk.AFPGo e t ht/C_eDNe'f LaneCI.6.Bt.. re I ( Pm gh ul rK 0 Right lane closed on 5-lane roadway on NB E. y� ell �t Valley Hwy In advance of S 196th St. �F ^M1 v4 E ,a5n If - O Closure continues north of 196th St and u^ oho Ilr �, creates a 2-lane NB closure. �I _ SIGN'SPACING x 11j rn mh I I x O NB traffic will shift into opposing left turn/center R:N,w A r/@"v,Wd'v1 „'.g, 4s J r lane and return to correct lanes after by-passing "BAN 1..1V n xn a If I/ work area. See PAGE 21b. " L 4u r' 0 Left turn lane on NB E.Valle Highway in advance Clu" n'i:�.iati nnn mow," � x,7i.E DO iro �/L Y 9 Y a rl I p w of S 196th St shall be maintained. xIt 0 UPO to control all travel movements within q tG ,>> Ha i ' intersection.Signal shall flash RFD. PAMPA ATACTE=>, NIA AND RNA-1�110IUHAI I, 0 Traffic control shall be removed during non1 4CErost1 working hours. DHMNNLIRA4IDN OdNWE Dellnealor Posl D � ^SEACNHn I T 0 REASON: Toprovide a safe and clear work area for new grindingloverlay work, "'RAISEDC-CURBREMOVED DURING CONSTRUCTION BREAK C DELINEATORS AT 1 x 24 IINTERSECTIONSIDRIVEWAYS KPcr � "� Raab SHALL ALLOW LEFT TURNS -- R' WORK FOR NB TRAFFIC NIGHT 113 AHEAD R4-7 II o VV20-1 ,yLL X _ _ _ — _ --. AA wGLIrE] �- s _ t, --- u x u� — x II X IIIIIIIII�IIIIIIIP' LEGEND IF APPLICABLE THISSIGN SHALL BE DISPIAYEO J I J I xu.Y,rbl WORKAREA DURING NON-WORKING HOURS ROAD 1 I 1 6 ACCO RIDING TO RCW 44.36.200 WORN I 1 �u¢�-------- ax.✓u eu ll^,w STANDARD TRAFFIC DRUM AHEAD ( I,W W20-1 mr,lu'NN M a DELINEATOR POST I n C' L �121-1701 I I All N SIGN LOCATION Standard Traffic Drum II{it _ ' I- ( O f ii PROTECTIVE/WORK VEHICLE (NIGHTWORK) I EXISTING TRAFFIC FLOW I I I X ,o F.. S EQU ENTIAL ARROW B CIA RD 11 I I pCMaC? G x24 I II 1y Ip48 I I. I W4-2L PCMS I I� I X Ivklsst'MI -,. g I I KENT rv"euNEsl uNE I I I "''wBnmBinlm441 RIGHT Lnue cLosED SHIFT I I � cLDssD w TON HEAD AHEAD AHFAG -. I ( I 1N20-5R ivaslbrvcrory ware�RarFI"c co"iureo'C'" s,o sec ag sic QQI I I X SUPERVISOR FIELD LOCATE FOR OPTIMUM """'r"� SIGHT LINE TO TRAVELING PUBLIC I ROAD NAME LM1rlslopM1 oG,ose p TGS LARo p 0 01].1 ( V WORK EXG DATE 1/lf/1050 AHFAD W 'V rin".mbzv'h�. GENERAL NOTES: W20-1 1 AILLSIGNS AND SPACING SHALL CONFORM TO THE MUTCO AND rAeu.'IFAn GR CITY OF KENT SPECS. City of Kent a_ NWTG'YALI LOCAr.EME..RGEIVS.YSERVIUES OF CLOSURE TIMBU PAIN R4BoaY1 Prop AND DATES HANDAI'ISRYL 3 ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROAD WORK(IF Garrett Inouye APPLICABLE) 205.477.1140 BIBLE Non"'A" I Ie t d. SIGN DSPAOQSG MAYBE REDUCED IN URBAN AREAS TO FIT ROADWAY 253-856-5548d Kent,WA 5, PROTECTIVE VEHICLE RECOMMENDED MAY BEAWORKVEHICLE, pHNWRNU'MBPRlfnvd 'SYIYkIY11YAYA9AJ1 RAGE ALL SIGNS MIN 4B"x 4B"UNLESS OTHERWISE SPECIFIED T CHANNELILITION DEVICES ARE STANDARD TRAFFIC DRUMS A 2a 12/1611/ DELINEATOR POSTS(soo TABLE 11)for spacing ancns), B. elsl ALL MAY BE ADJUSTED TO ACCOMMODATE AT GRADEChris Grose 0:253-2611A419 INTERSECTIONS ANOIOR DRIVEWAYS. 9 DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES g..Go" F' Z53-ZrO-28BG 10.ALERT AFFECTED BUSINESSESIRESIDENTS OF CLOSURE TIMESIOATES, chris@traff!ccontrolpIan.net PCMS 48 x 24" TRAFFIC CONTROL PLAN I N PCMS KENT, WA IN y I( �D IpI J J 41 ' I' ' R RWLLWOflMd Pi G20-211 W - }=- E CENTER CENTER LANE LANE ROAD $ WORK CLOSED CLOSED AHEAD ^ Typical Work.Are 1_I_Ei W_31 a-R1 enter Lane Closure 20 9EC 20 9EL WZQ-1 I X �. --- I I o All NB lanes dosed on 5-lane roadway on E. FIELD LOCATE FOR OPTIMUM x 0 I Valley Hwy from S 196th St to north of S 194th St. SIGHT LINE TO TRAVELING PUBLIC fl q o Center lane closed to SB traffic on E.Valley Highway ENTER.LAN _ V I from S 194th St to S 196th St. c1.osEa ---�--- I I O NB traffic will use center lane and return to correct W40-5 "6TBAD G I lanes after by-passing work area.See PAGE 2a. I I o "Right turn only"allowed from S 194th St&S x I I 195th St. o Traffic control shall be removed during non- WORKAREA I working hours. A I IN I III STANDARD TRAFFIC DRUM I ON O REASON: To provide a Safe and clear work rI area for now grindingPoverlay work. ..No. DELINEATOR PO � .u.l .... SIGN LOCATION � Ln-I PROTECTIVE/WORK VEHICLE q L12 EXISTING TRAFFIC FLOW ��,✓Ti ._i. �u0 c of y6 BUFFER DATA I/7 I Bnl Tvl LONGITUDINAL BUFFER SPACE B W2-401 GO 0UNN rl ''Q,r'r �.[ ... _i T You�I n QI? I '^LL, TRANSPORTABLE.ATTENUATES ROLL DISTANCE R I"IT ONLY JJoED 1 m ttAir 51 1 t^^,e rx xtlm I C 51., fl� I .... .......� R� 4 rn o P,."" < MINIMUM LANE CLOSURE TAPER LENGTH L (Hour H 18 x2 S 194 ST � f? V I ✓ed",,r n P u,a 1roisei.rorlPf t ° �.N A rell( V^'' a 1 I �I d.* W X'" I slaty SPACING x 1 _...... nn n I BI 6 FM Y%X 4 iMIF°mfitMYb . [Y 44 IF APPLICABLE x I bt r_I` � `" ' - ' .""PEI, °""• THIS SIGN SHALL BE DISPLAYED ( WP ""6,,,,,,nJ 1 iy ro n0 f' ---'"ea""'"""° DURING NON-WORKING HOURS I A,y. r e "I IN ACCORDI NG TO RCW 47.3 B.200 ROAD WORK I wI /1 n w o 11 t all Ii tI AHEAD 'I M"•, ',�.„;����iy" FIT VV20 1 II' f e/" \/ vdzl-1�o1 IN �' I wl I,T c�. r,rAmLnr .�; .a� H- 11 GHAAINEEI2ATVbN VEVI M I DELINEATION SHALL OFF-SET FROM Oelineamr Pas[�^ ''� I�/ 4RASINO 91aaIJ ,. SKIP STRIPE AS TO ALLOW nYN^ BREAK IN DELINEATORS AT -- -� I % HICLES IN .,mM1ALm« ti•-•• " 6 LANE WIDTH FOR VEIL INTERSECTIONSlORIVEWAYS �,¢ +LL SHALL ALLOW LEFT TURNS /" .-r'' ✓ ----.OPEN LANE. FOR NB TRAFFIC �;✓" ,�An d Standard Traffic Drum �." I 6 I T ROAD 0.CNIs I 1', WORK (NIGHT WORK) IIII d ti y✓' AHEAD IIp111110' IIIIRIIlp. 5 I W20-1 by KF.NT A I l '�n,NMNxlou�o4 �Iy I FEE wA srir IT OR o FIT x STREET ACCESS MAINTAINED AT ALL "'' .............�,' JASOINGIONs STATE TRAFFIC CEN ROL TIMES. WORKAREASHALLBE ! -- SUPERVISOR ALTERNATED,AS NEEDED oE?4N. ' G,BE 1" 18"x 24" S 195 ST NAME-CA,Am,1,1 C O,ose rc,caeca moan V GIBE 1,11TAII A W fw Grmo V� F 1 ALL SIGNS AND SPA CNORM TO THE MUTCD AND d JI` GENERA R3-5R MODAYALL LOCAL, 45 YER : 51O DSATOR CITY OF KENT SPECS ( A,F' '-m' City of Kent 1, WOrk!"YALE LOCAL,EMERGENCY GFGVIfC OlC.LO:iURE TIMES / A/ ,m,Ld""ry'� 6LLnkrrvmHgrc rynY 1 ALERT METRO TRANSIT 5IDAYS IN ADVANCE OF ROAD WORK(IF W d{ �'"MV Garrett Inouye APPLICABLE) 206YTr 1140 ( ®I V 1L� N At'll (Xtl mnp ..........surm 4, SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY I K I 1 'tf0--6.58-SS4S Kent,WA CONDITIONS. 1 (y 6, AI151GN9 MINEdOC%d0'LE EUNLE580THERWISE SPECIFIED DED-MAY BE AWORK VEHICLE. 1 ®I mmywe ugLmlR[R II'nI Slflk'F.2bm9CA X111"7 r, CHAN NELLEATION DEVICES ARE STANDARD TRAFFIC DRUMS 8 2b 12/16117 DELINEATOR POSTS(see TABLE(1)for rose in B alsfi MATCH PAGE 2IHILVIN.Be B a, ALL SPACING MAY READJUSTED TOACLOMMODATE AT GRADE Chris Grose D:253-268-1419 INTERSECTIONS ANDIOR DRIVEWAYS. 9, DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES. L F 433-270-2250 10,ALERT AFFECTED BUSINESaEe(RESIDENT$OF CLOSURE TIMEBIOATES chnsatrafficcontrolplan.net BUFFER DATA f/ TRAFFIC CONTROL PLAN LOrvcNuolN 11 euFFEa SPACE B e, YO f MATCH PAGE 3b V -� KENT, WA TRANSPORTABLE ATTENUATOR BULL AHEAG DISTANCE R E,,'! ( I DELINEATION SHALL OFF-SET FROM ` #'� ( I SKIP STRIPE AS TO ALLOW MAX W E 11 bl,� p I r�LANE WIDTH FOR WIDE VEHICLES. n e� PII I'll n „ ' w ._1....- '" S , MIN LO MINIMUM' LANE CSURE IFM TAPER LENGTH ( n f^ n Y C TypWRg_IaerLmer ax Strafed UNPIN) e _ r Closure- o Right lanes closed on 5-lane roadway an SB E. 66 �p ;p <o ) I Valley Hwy beginning north of S 194th St to S .� ° Y 196th St.See PAGE 3h✓J slGx SPACING x M1 f' L i GO 0 o SIR traffic will use center lane and shift Into )- m e o ¢U AD correct lanes while passing through intersection JILLB e ED at S 196th St. D �^+ assP5o Center lane closed to NB traffic from S 196th St to S 194th St. R _, 1:1 'FIT P_ ol� 0 UPO to control all travel movements within 01 f Iba YY X IXWO IJ 415b L Ilia ND.pM1,AY.H,IL�TEDUCED IN 11.1d<° � " f °d 0°I intersection. Signal shall flash RED. "A ll FITx ,�I W I o Traffic control shall he removed during non- ' _ �L II,fJ A I working hours. TABLEOHANNEL(2An4aN DNVIL'6 j z! P avaamc trAI ,� n I a REASON: To provide a safe and clear work area for new grindinW verlay work. L, r n ..,.�. p .. . N+......� fi U ,,,.... I � ` 1 `RAISED C-CURB REMOVED DURING CONSTRUCTION Standard TraBIG nrwn ^11% r ]f. fROAD (NIGHTWORK) M,1CM'An' F WORK 0 AHEAD VV20-1 X t LICE 9 ■■■ S 196 ST FEE.__... ---- u X Ilnr �llmnuul nt+ne 18"x 24 / I E r-41v1' X I n1 1 IF APPLICABLE ROAD L THIS SIGN SHALL BE DISPLAYED WORK DURING NON WORKING HOURS AHEAD R47 I CENTER LAN ACCORDING TO NEW 47,36200 OLDSC.D W201 EAU WN X Nist E ^'` m W21-1701 DelioeB[Or Pas[ m BREAK IN DELINEATORS AT R _______._ ORK N,,,,►' I ( ._._____ ... HEAD INTERSECTIONSIDRIVEWAYS U W20-1 SHALL ALLOW LEFT TURNS U FOR SIR TRAFFIC U I 48"x 24" .............___.- LEGEND rxn I I I Pcros NRM➢W'OFlAY I I 1 3 III G20-2 OENTER' VENTER :1. WORK AREA I I I LANE LANE N xsm�wtia oolD lIn Iro of A STANDARD TRAFFIC DRUM CLOSED cro In RED KENT N as N m w DELINEATOR POST ( I I Q FIELD LOCATE IMUM SIGHT LINE TO TRAVELING PUKLIC W SIGN LOCATION I �I I I wasewUPOM ware TRavFrc cONrreOL I I U SUPERVISOR L-1 PROTECTIVEIWORK VEHICLE !V I pU Y Y NAME:CNISIopFle.OG.ase EXISTING TRAFFIC FLOW C n Y r,HALF 16101za 'NE DATE]J ..s' i-1^+✓�hhJ'_Gnaw GENERAL NOTES: t, ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND CONTRACTOR CRY OF KENT SPECS City of Kent 2. NOTIFY AL1..lACAL 1:OF.RGE:NCY SERVICES OF CLOSURES TIMES q ma ALERT ME:TROT ANSI dvf Garrett Inouye 3. ALERT TRANSITS DAYS IN ADVANCE OF ROAD WORK(IF Y AIGN SPACING MAYBE REDUCED 'PU25 NC Y 1 54Ito Y 4Wfi1ent, 9Y E. <. SIGNI0 INGMATBEREDUCEDIN URBAN AREAS TO FIT ROADWAY 253-g56.5S40 Kent,WA. 5 BE VEHICLE RECOMMENDED BE WORK VEHICLE. 711tle ROMrveR bxvU _SHETrvume YALE 6 ALL BIGNS MIN 03"%40"UNLESS OTHERWISE SPECIFIED 3a 12/16/17 ]. CHANNELIZATION DEVICES ARE STANDARD TRAFFIC DRUMS& DELINEATOR POSTS(sea TABLE(1)for spacing distances), 3. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRAUE Chris 0.253-25$-1A19 INTERSECTIONS AND(OR DRIVEWAYS. ' DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES,. =MAIL F. 2$'J,p2D.p150 TIT ALERT AFFECTED BUSINESSESIRESIDENTS OF CLOSURE TIMESTATES. �chr15@trdfflccontrolplan.net'.. P'CMS I p TRAFFIC CONTROL PLAN aoaD 48"x 24" wGRN --zMD KENT, WA N AHEAD RrMuvla W20-1 I 4 V G20-2 X I ( I W E -'ry I-' I U S AB`rosDE AHEBA W20-SR .... I! 10" fI -..._.„..._._ 2 X L W2-401 w I Typlca,l,WDrk Area RlghtfCer�teF Lane_Ceasure I �I E"AwIW1571 W4-2L p V U O All SB lanes closed on 5-lane roadway on E. V Valley Hwy from north o(S 194th St to S 196th St. PCMS X 0 SB traffic will use center lane and return to correct lanes after by-passing work area.See PAGE 3a. sb uNes'-'urvE'""" O "Right turn only"allowed from S 194th St&S cl.oseG swFT 1. 6 195th St. AHEAc AHEAD mu a Ir 0 Center lane closed to NB traffic on E.Valley Highway Tram S 196th St to north of S 194th St. zR sec zo sEc is p L ;;lwl a O Traffic control shall he removed during non- FIELD LOCATE FOR OPTIMUM N b ( ( working hours. SIGHT LINE TO TRAVELING PUBLIC yy Yld) 'r P alw ( O REASON: To provide a safe and clear work DELINEATION SHALL OFF-SET FROM SKIP 1w (W V area for new grindrlg(overlay work. STRIPE AS TO ALLOW MAX LANE WIDTH Ll2 FOR VEHICLES IN OPEN LANE.- BUFFER Iq a BUFFER DATA LONGITUDINAL BUFFER SPACE S STREET ACCESS MAINTAINED AT ALL T AI I TIMES. WORKAREASHALLBE ",GG IF">TM ALTERNATED,AS NEEDED- / / I QCJ TRANSPORTABLE ATTENUATeR ROLL AHEAD DISTANCE R f mI� T MINIMUM LANE CLOSURE TAPER LENGTH L(Ices) ON FLY � 61 I U z I 1 1e qEp amt m ' ' YIN IIL a- � s R3 I4 V �IT A M e .I ex m ��e S 194 ST , X "-r•a"9, Ip � SIGN O SPACING -% Rrr4N5s . IF APPLICABLE THIS SIGN SHALL BE DISPLAYED �' r' VD 2i IIIo� anxrn mu DURING NON.WDRKING HOURS ROAD / ACCORDINGTO RCW47.36.200 WORK r-8r 8 ( ° N.. n� "'Jw AHEAD Ju ICI I r : 11111 20-1 LFI 'PRIII IIIIHIIIII Standard Traffic Drum I y r M1r f o "p nun a ve a IT,.M I Iry¢ rTABLE tI LEGEND (NIGHT WORK) '� f�V ,,,_" Delineator Post G ;NSPn�tL 1""]1'1ME YINWWmw I IH- I BREAK IN DELINEATORS AT'${hAr 'I r^' 7` INTERSECTIONSIDRIVEWAYS ..,.. ..a..-N WORK AREA ' h I SHALL ALLOW LEFT TURNS ✓I, Ir I FOR SB TRAFFIC AAMCI, STANDARD TRAFFIC DRUM � S I ImuvuAlW y c a®awM DELINEATOR POST P9 ( I tvv 114"uan+u.000roK T H SIGN LOCATION 'I•° ( p ZN1W,^9H.".T..'1 � I o xPROTECTIVEIWORK VEHICLE '� 'I p '� wasNrxDTDN STarE TRaFFrc coNraoF'" ,}' I SUPERVISOR EXISTING TRAFFIC FLOW /C I 18'x 24'• $18S$T NgME GM1rbraPFe:O Gmse I,. B sLgRDa o1ov4 SEQUENTIAL ARROWBOARD A'� I � ENG UALE 1/3120}0 GENERAL NOTES: ,'k povN �prvla� R3-5R 1, ALLSIGN S AND SPACING SHALL CONFORM TO THE MUTCD AND ✓a'f/ I yl„ SFUSACTINY CITY OF F NOTIFYKENTSPALS l �Ai' City Of Kent 'Y NICIOFY@LI-40(YILLEINEN[ENC'✓.SCdYVPQ.k3 OF d:4O1>"IJRF.FPIgF -' I It µµµµ TGATRAP.11 NA, ANODARESIBAND6l'I'U rEY{, p �AIY� J, ALERT METRO TRAN5a5 DAYS 1NADVANCE OF ROAD WORK(IF � Iry WWVV Garrett llncuye APPLICABLE) 206-0]]-1140 r 10 ( NN11N4 IIWU. Ittlrvk,aP i I: 4. SIGNSPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY 1 N c Ali ONDITIONs. A '� �• 259 85&5548 Kent,WA E. PROTECTIVEVEHICLE RECOMMENDED-MAY BEq WORK VEHICLE " Y ryppyew+Yxn[w I'exi &u(51'NWMUER. 16AYC 6, ALL SIGNS MINAS"%40"UNLESS OTHERWISE SP EOIFI ED. Po' ] CHANNELIGATION DEVICES ARE STANDARD TRAFFIC DRUMS B / 3b 12/16117 OELIN EATOR POSTS(soc TABLE(1)for saci p IT UI,J w1, pgerAFe er B, ALL S PACING MAY BE ADJUSTED TO AC C OM MODATE AT.GRADE MATCH PAGE 3a 0,253-258-141e INTERSECTION 5 ANDIOR DRIVEWAYS. Chris Gr05e 9. DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES f (-MAIL F: 25a-270-225e 10,ALERT AFFECTED RUSIN ESSESIRESIDENTS OF CLOSURE TI MESIDATES. ChlIB(�tlafflCCURIlO p aR.GBt A EI "nl SWVI d TRAFFIC CONTROL PLAN w - -, ,. RonD ..�. r 1 r WORK KENT, WA '^ AHEAD .. LS. I I tl mrsa2 al L uwvzu axwrcrf 9rwrow ^sv sl"' W20-1 I 14.1 V N .. 1 48 x 24" ­ AHEAD U I I 6 G20_ W E 121 NPI acy REAVIED FRI _ AHAo I r LEFTIANF RRp T4 @HnHunkwa- �IBwra _ _ �W205L 2 @ I ( 6 S 4, I I I W4-2K LI2 Ima'Nl rd Eu D ! I MI I y� NO I M AJ 14r I IIBI WW2-401 f I 1 " L I I!rel rl EI0.1 _ urn lip W :MDs K N rd 1 x1 N tl al Typical W rk Area Left/Canter lane Closure s� f ]� -- _....... _ .m { s "�" I a� I f 0' A'F O Left lane closed on 5-lane roadway on 58 E. { I 1 `I G, m. .- -I ��- , Valley Hwy m advance of S 192nd St. hf.I O Left lane closed on 5-lane roadway on NR E. Valley Hwy in advance of S 192nd St. DELINEATION SHALL DFF-SET FRDM `�° O Dual closures create a work area in the 3 SKIP STRIPE AS TO ALLOW MAX q''Il w interior lanes of E.Valley Hwy. LANE WIDTH FOR WIDE VEHICLES. \ O "Right turn only"allowed from S 192nd St. AT O Traffic control shall be removed during l,!') non-working hours. srBNaam Tramp Drum II "'f I�J�^'w O REASON: To provide a safe and clear Work area for new rindin /overly work. MIGHT WORK) IrVPoI'M"�IM ,•k°�• 9 g Y III I;""1 I LEGEND IS"x 24" IT I I C(ppp... ,,,w) WORKAREA o+Lr m STANDARD TRAFFIC DRUM S 192 ST R3 FIR N SIGN LOCATION H5_- PROTECTIVE/WORK VEHICLE I � IFr I EXISTING TRAFFIC FLOW K IF APPLICABLE _-Q'^�,-- ------------- I SEQUENTIAL ARROWBOARD THIS SIGN SHALL BE DISPLAYED �ry"'*•I� DURING NON-WORKING HOURS ROAD �+ �r.�� CONTINUATION LINE ACCORDING TO FEW 47.36.200 WORK AHEAD 24 x 24" Fill W20-1 tl 1"�f I 0w21-1701 tl I IM I Fl L Io I ' PCMS w2-401 I Of I ON U2 x IIIto I 01000�% ..CENTER NO LEFT D I I ( I RAOSSISAII K E N T LANE TURNS r I I W4-21R W A S rr I H O*0• CLosEo ALLOWED � I I x 209EL I6 EEC Es I II I LEFT LANE yyq SNINGTON STALE IRFFFIC CONIROL •••• I ( I CLO6ED _ anFAD FIELD LOCATE FOR OPTIMUM I ( , I K W SUPERVISOR 20-IL SIGHT LINE TO TRAVELING PUBLIC 48 X 24° j ROAD 7C corm'Pn "Grose iLS LARD# 01013d �r Frtl ♦ Mr — WORK £xR DATE wv2ox6 amUVMW�._.........T GENERAL NOTES; 666G20_'21 I II I W201 T, ALL SIGNS AN A SPACING SHALL CONFORM TO THE MOOTED AND /�n��M CPNY'll CITY OF KENT SPECS, P9./'It'IY7 'rile)'Of Kent ACT LIFUJIL1CAL R W HOENCY SERVII OF(J.OnUf111 UNI MIJUND W. 1WA, ANDOATHS n15ANDATORYI' GrA9'1'Dtf Inouye J., ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROADWORK IF y APPLICABLE)-206AT]-1140 GIN MNM11ENIIIII, AL IIp'I,OcAll IN 4. SIG"STAONING MAY BE REDUCED IN UR9ANAREAS TO FIT ROADWAY 253-8561,5548 Kent,WA CONNITAD 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE. FHGM6...U..F"Ln 5n ae 6 ALLSIGNSMIN.46"X4E"UNLESS OTHERWISE SPECIFIED. EE4am 1212311T i. CHANNELIOLION DEVICES ARE STANDARD TRAFFIC DRUMS O oc TABLE(1)for spacing alstancei ---e—l 9, ALL SPAC I NG MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE Chris Grose 0:253.258-1419 INTERSECTIONS ANDIOR DRIVEWAYS, _ B. DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES. f-maLL F: 253-270225e 10.ALERT AFFECTED BUSINESSESIRESIDENTS OF CLOSURE TIMESMATIES I ch rI sQO traffics ORtro lP l a n.net " SIMONG "9 VV20-1 TRAFFIC CONTROL PLAN WORK KENT, WA 5 J J N .-.1..... fa AHEAD 1 1 III I 8 x 24" µ.nw a:aE� 8 ICI 1 eno W E —_ '" N — cDN Da FBI _ I 1 I I G20-2 TeueLlllt A^MAN% -.x_. S EUIF fl CNANN4l12MitOM D^ X BPnCIM6' f 1 20-5 L2 u i II V W2 4D1 E S l s I 1 fim. ON . Ll2 D a (eu r r < I ,b.,l lr 1I Typical Mark Area-gig Lane Oldsere = U 0 All NB lanes closed on 5-lane roadway on E. Valley Hwy in advance of S 192nd St. Closure continues to north of S 192nd St. IF APPLICABLE s U ¢ Y .9iak 0 NB traffic will use center lane and return to THIS SIGN SHALL RE DISPUTED w - correct lanes after by-passing work area. DURING NON-WORKING HOURS Q II (%" ACCORDING TO RCW 47.36 200 �Q(�� y o Center lane closed to SB traffic on E.Valley Highway in advance of S 192nd S[.Closure .�''`•._ continues to south of S 192nd St. Traffic control shall be removed during non- working hours. • I I I!µ4 DELINEATION SHALL OFF-SET FROM I 6 1 4 o REASON: To provide a safe and clear work SKIP STRIPE AS TO ALLOW MI I ( „Ir" area for new grindingfoeerlay work. LANE WIDTH FOR WIDE VEHICLES. `^4 (' I rI . S 192 ST ( 11 I•� LEGEND VHi .I�f rE7S.7.2 WORKAREA ..___.......___..__......_- zl� I I� STANDARD TRAFFIC DRUM PC�aJ• ',. X w NABw / A m N N IDELINEATOR POST rLAE ins .1w 1L I,•r 44 SIGN LOCATION cLOseDm HE W20-1 aI Iv�6%,y„ ❑'-1 PROTECTIVElWORK VEHICLE _ xROAD alm 1+-LANE FEXISTING TRAFFIC FLOW aD sac -"""'-' �• :• SEQUENTIAL ARROWBOARD FIELD LOCATE FOR OPTIMUM Standard Traffic Drum SIGHT LINE TO TRAVELING PUBLIC (NIGHT WORK) pl+ I fl °al L12 � CONTINUATION LINE DELINEATOR POST SPACING MAY BEE TURNS AT TO INTERSECTION NTEALLOW NB TRAFFISIDRIVC LEFT EWAYSU/. fl llu.,lllw: L TURNS ATOF TRAFFICTIONSITI NAREA N Bp OUTSIDE OF TRAFFIC TRANSITION AREAS r,^'ffl V dwI BY I I Delineator Post U Iw I R P C M 2 ILL I m. . - MuunlmlmlA(uryV L[AHEAD AMS �1 *, VV4-2L moire, KI IF K E N NEANE r^V HIFT f.r2 """"' ""'- I elCll,Laze wasnlrvcrory STATE rRAFFlc coNTROL mseD! AHEADSUPERVISOR W2-401 I I W20-5R _ FIELD LOCATE FOR OPTIMUM Na,Ha AG,G IN ne.Da,.- 48 x24 ROAD rescaeDe omv< SIGHT LINE TO TRAVELING PUBLIC -ryI I ) WORK ExPDare ll GENERAL NOTES: G20211 fl I ♦ W201 1 ALL SIGNS AND SPACING SHALL CONFORM TO THE MUNCD AND rM L� ONTRACTOR CITY OF KENT SPECS, City of Kent 2. NOTIPYAl.l..LOCAL.EMERGENCY SERVICES Or CLO$URV.r TlMem yy ANT DArE5(MANS IrvaDRV)' Garrett Inouye 3, ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROAD WORK(IF y e APPLICABLE).205-477-1140 PHOI, MI lu 4"v. N CRT-I 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY 253-856-5548 Kent,WA CONDITIONS. 5, PROTECTIVE VEHICLE RECOMMENDED MAY BE A WORK VEHICLE. NI MtlIM11G 11@n MIEYl1'Mr.1111 11.11 S ALL SIGNS MIN.4B"%4B"UNLESS OTHERWISE SPECIFIED, 5a 12r23r17 ], CHANNELIZATION DEVICES ARE STANDARD TRAFFIC OPENS& DELINEATOR POSTS(Soo TABLE(1)fa,l ing Olslances). all:X9�V1 AS, 0, ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ATGRADE Chris Grose 0:253-258-1419 INTERSECTIONS ANDIOR DRIVEWAYS10 9. D EVICES SHALL NOT ENCROACH I NTO ADJACENT LIVE LAN ES. £Mn4e}A R 2$0.2Aa2250 10,ALERT AFFECTED BUSINESSESIRESIDENTS OF CLOSURE TIMENDATEs, Gtlrl$'Wy ktnnd4cgn{eg4p an,netl. TIES SPACING -A" VV20-1 6 SIN d TRAFFIC CONTROL PLAN �.. WORK KENT, WA ~"AR AHEAD IY I w 48 x 24"THAN, "Pli x p% OT n sns T ♦ PA#G Wtl `vV✓ uTOIIn ALL SPA�INV AV AT L NIgM9IdNE IG 0- -_ _ cLDsio V I G20-2 PI AHEAD I P I I S rn OHAAHs Euzaxl:N DEvlce W20-5R ae aRAarRr. a ly— x I Y....... I a ."I , .BA, I I L/2 I I - .(....-,m W4 xN G NA+ N o -2 I W2-401 TRANSPOITABLE STROSTATAR ROLL AHEAD 1 e`�o ...L .rDw 1 AN 4 I T y OI ' N NEPLotl m w 1 �l N cal r e�edon5-lan roadway on P"D �r,�en� W I I I �1R�Vail 8 H��nesoO advance n 5-lane roadwa on�.._._.L. �. 1 ss -- r ) „ U�_ ,. Ll2 uuQ I V n; I m 1 nr : pup Y Y I I, 1 I V continues to south of S 192nd St. IT 11717 ' r'a I r fl 0 SB traffic will use center lane and return to I%m h TO TV NO _ — —"j aq I I correct lanes after by-passing work area. I I 1 0 Center lane closed to NB traffic on E.Valley IF APPLICABLE r" Highway in advance of S 192nd St.Closure AIR, o continues to north of S 192nd St. DURINTHIS ON SHALLBENGH HOURS D ""' I ZIP' DURING NON-WORKING HOURS „„ g AD 0 Traffic control shall be removed during non- ACCORDING TORCW47.36.200 K 1 IM ml¢ Working hours. zXI et I� I a '�Vo c REASON: To provide avi o and clear work I I m 0Vz area for now grindingEoverlay work. F, 21-1701 L,EG,E,N,D DELINEATION SHALL OFF-SET FROM -�......��.,—,— SKIP STRIPE AS TO ALLOW MAX „„,„("* �„„ Ls:N1,:x WORK AREA LANE WIDTH FOR WIDE VEHICLES. ``-. I r Ip p IT Ontll III STANDARD TRAFFIC DRUM STREET ACCESS MAINTAINED AT ALL l,4D'. '"" , � f. rvnmreNu DELINEATOR POST TIMES, WORK AREA SHALL BE`�. Ffin I I ALTERNATED,AS NEEDED « SIGN LOCATION "nr Ig 1� PROTECTIVE/WORK VEHICLE ....... I.. r y0 ............ . ..._.. ............�............ w SIB EXISTING TRAFFIC FLOW S 192 ST ,,,F................ On __....._.;., I ily >>' SEQUENTIAL ARROWBOARD m x m PCMS t I I= CONTINUATION LINE TO I ...............PCMS____— ROAD @b IIn1 RK 1 i AN AD .�.._,',_„ nM DELINEATOR POST SPACING MAYBE se i7rrves "i:vive.... W20-1 0 ^I I ~'.. CLo5E0 SHIFT Lf2 Po M f�ADJUSTED TO ALLOW SB TRAFFIC LEFT IOI TURNS ATINTERSECTIONSIDRIVEWAYS AHEAD AHEAo OUTSIDE DF TRAFFIC TRANSITION AREAS x6 sec xu sec Delineator Post FIELD LOCATE FOR OPTIMUM SIGHT LINE TO TRAVELING PUBLIC n�IIyy��p��!. �q1 I LA240 A"4MS L W2401 YT M I I : M PCMS . 1 I I "lal @ KE T cLoseo cLoseo standard Traffic Drum Iumllmw naonn W20-5 SUPERVISOR LANE WNE (NIGHT WORK) 'ry����������II� p I I I I ' '„ D14L961ON WASNINGTO FIC COR.�. I 11 RVISOR ,RGL N STAIE TRAF W P 9EC 3, siG FIELD LOCATE FOR OPTIMUM 48 X24" I I NAM CI'I'V"I rDDmse SIGHT LINE TO TRAVELING PUBLIC 1y, I ROAD ECVS DAATE ED N QINTY WORK �Kmu�M'�oe�'"""'"""'-- I "'y V AHEAD roPlu. .I GENERAL NOTES; G20-2 I, V W20 1 1 ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO AND WWII ROK - CITY OF KENT SPECS. PCMS 2 City of Kent 2. NO'l IF'Y A I.I.LOCAL DRUID AIDIW OE,RVICCS TDV CIACIJRR FUNDS tlVPEANIeDfk vloA AND DATES(MANDATORY). Garrett Inouye Q 3. ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROAD WORK NF y APPLICABLE), 206477-1140 PARMANUP[eCleAnp--" -'-""" vvo.lrt'-cinC�h DEBT 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS, 2JJ�VJg-1.3VA Kent,WA 5 PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE, pIIUNC NMIM 11Lli{4i nneei xumnert LOO 6. ALLSIGNSMIN,4B"X4B"UNLESS OTHERWISE SPECIFIED, fia 12/27/1T 7 CHANNELIZATION DEVICES ARE STANDARD TRAFFIC DRUMS& DELINEATOR POSTS(see TABLE(1)fmspacing tllst-BAE), LDIA ren B.nT B, ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE Chris Grose 0:253-250.14,9 INTERSECTIONS ANODE DRIVEWAYS 9 DEVBASE SHALL NOT ENCROACH INTO ADJACENT LIVE LANES, E'MPIL F: 28a-2T0.2250 IN ALERT AFFECTED 8 JOIN ESSESIRESIDENTS OF CLOSURE TIMESIDATES ChrlsCNtrafficcontrolplan.ne REFER TO TCP PAGE 1a SWd TRAFFIC CONTROL PLAN FOR SPACING CHARTS ROAD*A. i KENT, WA 1 J J Ita^n,.l I 48 x 21r4" N 111 X 11 , .... FMp.,.0 ��ppyy DW P W E *1E11 � I G20-2 �"\ f-'-W+2fpX 1 I Mma Standard Traffic Drum I I Iv✓ImrmnF (NIGHT WORK) W4-2R X L12 I I oil LEGEND tl a r-- .-,.... WORK AREA H,I W2-401 L 11 IN ti{< 11I uv os w N w STANDARD TRAFFIC DRUM I I I I ROAD �... n.IO I I Sri WORK �-I SIGN LOCATION 113 1 1 ml AHEAD VV20-1 m Br i Ems PROTECTIVHWORK VEHICLE EXISTING TRAFFIC FLOW ^� X �^ En 11 11:.; SEOU ENTIAL ARROWBOARD CONTINUATION LINE 18"x 24" S 190 ST 24 x 24 I Y ( 1h I Y 1�111 1 '`.,� R3 5R DELINEATION SHALL OFF-SET FROM ', 11 -°-------"--SKIP STRIPE AS TO ALLOW MAX R3 2 ' � B� 4p LANE WIDTH FOR WIDE VEHICLES. &2 18 x 24" n'.-.1 I ROAD WORN K ...._....""" $0.Fl Ste__... �aNFr k, AHEAD VV20-1 k3-SR _ I X_. S192ST IF APPLICABLE THIS SIGN SHALL BE DISPLAYED "`-'--"- I DURING NON-WORKING HOURS I f 1 I 18 x 24" `- --,—. ACCORDING TO RCW 47 36.2D0 WORK R PCMS ••� AHEAD Y W21 not W20-1 I I-" I p GEd14eR No Lffr VFli 1 24"x 24" LANE TARNS � ..... I I''V l 'ti.,, auseu AUDwm, Typk811Nork Artip-LeftlCen1e/_Lrane Closure I � zM sec zD sec.. o Left lane closed on 5-lane roadway on 58 E. T I I fsI N I FI FIELD LOCATE FOR OPTIMUM Valley Hwy in advance of 80th PI S. d 1 tlml 1 L SIGHT LINE TO TRAVELING PUBLIC 0 Left lane closed on 5-lan'ro Y wa on INS E. -- -- interior lanes f E.Valle Hwy. I 1� Valley Hwy In advance of S 192nd St. 0 Dual closures create a work area in the 3 om 1 w1 L12 X Bill W2-401 mm I MNwx 0 "Right turn only"allowed from 801h PI S& h I4,....L..._t-_. S 192nd St. P`,,MUA maSOA O Traffic control shall be removed during I (CENT W4-2R WFU...... non-working hours. I X 1 ..,_•_•_•_•_ __•__._._...,.._......,1 ( WASNINGTON STATETRAFFIC CONTROL o REASON: TO provide a sale and clear work LEFT IANEAHEAD area for new grindingloverlay work. I I ; CLOSE SUPERVISOR I I I X W20-5L NAME. .1VJpn rU G.ose 48" x24" ` ROAD ExP TCS C41RDNArE "I'll Orono WORK 11 GENERAL NOTES; G20 2U� 1 tli`I. 1 AHEAD W20 1 Fp�� C% 1, ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO AND f.OMIWALegM CITY OF KENT S PECS_ PCMS City of Kent '2. NOYIFV ALL LOCAL,EWICRGENCY SFAVKCS5 OF C_C,3IRFa OMl:4 AND Dnras.(MIAN 11ADOMI). Garrett Inouye e, ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROAD WORK y APPLICABLE!.206477.1140 Rnmr,NVM'F 4, SIGN SPACING MAYBE REDUCED IN URBAN AREAS TO FIT ROADWAY 253-856-5548 Kent,WA CONDITIONS„ 5, PROTECTIVE VEHICLE RECOMMENDED MAY BEA WORK VEHICLE, pMDNENOMnEClu,, SX ER 6. ALLSIGNSMIN,4B"%49"UNLESS OTHERWISE SPECIFIED. EE��me 12123117 ], CHANNELIATION DEVICES ARE STANDARD TRAFFIC DRUMS Isee TOP page to For spacing cM1aNsl. Fw_Cec ell..® 0. ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE AT GRADE Chris Grose 0:253,258�1419 INTERB ECTIONS ANSOR DRIVEWAYS g. D EVI C ES SEA U N OT E NCROACH w MS TO ADJACENT LIVE LANES. TL"'—'-- F: 253-270-2250 1 0,ALERT AFFECTED Bu BINEBBEBIREBm LETS OF CLOSURE HMESSE ATES, ich ri s@trafficcontro It,Ian.net REFER TO TCP PAGE 1a W20-1 S�VI' d TRAFFIC CONTROL PLAN FOR SPACING CHARTS WORK KENT, WA A1ORK 48 x 24' N I�.I rRa AD ',y{1 LEGEND I �G202 f" " 1 kk I .a,a.. WORK AREA +.LasEB X I I ecuroea LAwE -_., aweno _Qt} 5 W 20-5 PCNdS 1 N oo mIa N STANDARD TRAFFIC DRUM IT .,,. ,L.....- .. 0.00. DELINEATOR POST Ll2 I II I I II I 1_ W2401 NE m � 6O GLO6EO 44 SIGN LOCATION -"' ✓n FIELD LOCATE FOR OPTIMUM Fll-1 PROTECTIVEIWORK VEHICLE IMy@N L12 SIGHT L HE To TRAVELING PUBLIC np ROAD EXISTING TRAFFIC FLOW = nN [WORK W20 SEQUENTIAL ARROWBOARD PCMS "" _ Jar CONTINUATION LINE "" Jar X cLoseB sHIFr AHEnO AHEAo STREET ACCESS MAINTAINED AT ALL-. -I-- k a. "" ____ ""'"'"'"'"""' 9e w ....... ............PTI TIMES. WORK AREA SHALL BE fr u1 '�?,� —' FIELD LOCATE FOR cannuM ALTERNATED,AS NEEDED „,j p ^�" S 190 ST s+clarHxnan raauscuxn rvuauc BREAK IN DELINEATORS AT Delineator Post INTERSECTIONS/DRIVEWAYS SHALL ALLOW LEFT TURNS--'-' "'-'" -� "`" iA Standard Traffic Drum STRIV (NIGHT WORK) FOR NB TRAFFIC ��.� I I' j,,i DELINEATION SHALL OFF-SET FROM I SKIP STRIPE AS TO ALLOW MA,X­....,.1.. I -,I' J✓r,,r LANE WIDTH FOR WIDE VEHICLES. ( ""' ROAD I WORK r AHEAD 80 PL S 1 rl"r� w20-1 Iji, x ' i I IF APPLICABLE --- I m I .r-., --- S 192 ST THIS DURNGNSHALL BE ORKIN HOURS """ wlw' EIP ✓M "a•--- �,,, " DURING NON-WORKING HODRS _ ACCORDINGTO RCW47.36.200 '"'�' Ill y1y V^I I " n"y� W WCAD ORK 1—CS STREET ACCESS MAINTAINED AT ALL TyplCallNOrkymw2 7D AHEAD TIMES. WORK AREA SHALL BE p W20-1 g r�dXX�"� ALTERNATED,AS NEEDED Area-RigthtlCeRter Vane CI ©sure I :p, o All NB lanes closed on 5-lane roadway on E. I @ Imu Valley Hwy in advance of S 192nd St. Closure I g IN L12 continues to north of S 192nd St. 1 I IT 0 NB traffic will use center lane and return to correct lanes after by-passing work area. ( f,IW"' tC'C L o Center lane closed to SB traffic on E.Valley u, N Highway in advance of 80th PI S. Closure I I' d s _ continues to south of 80th PI S. I I I 0 Traffic control shall he removed during non- I 1u» I X working hours. I ( I 0119flul fllF _.._._ 2 1 I o REASON: To provide a safe and¢)oar work a I area for new grinding/ovortlay wrork. „Irr I /Jf I X wa zL W HINDrON IN I I Ou ( U2 RIBxT enae SHWcroN cLassO H'as;rrx ware rRAPP;c CO coxiRoL"`" W2�p1 I :_I AHEAD SUPERVISOR I I X W20-5R NAME'cnrsmpnero G,osx 48 %2a 1 I I X ROAD EVE caanp mo+s4 DRD-2 X ( 1 1 WORK EVE OLF'L.'1 am pOAb'MO ...- � � X� ( � I � � AHEAD o M..:lvryhe�4 me GENERAL NOTES: W20 1 1, ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCDAND CITYOF RENTSPECS. i{/rtt•/14An L' Clty of Kent 2. No NFYALLI.LOC:ALFASINGPWCVSEIVICFS OF CLOSURE nIMEGi 'V"FrASAN AND DATIi!(MANDNrmrYI, G11 I C7 3, ALERT ME aa'rtl TRO TRANSIT INADVANCEOF ROADWORHIIF n2J(4 y APPLICABLE),206-0r].1140 OIL., ------ p 4, 5 ON SPACING MAY BE REDUCED IN U RBAN AREAS TO FIT ROADWAY -21a` -856-5548 pp Kent,WA CONDITIONS, 5. P ROTE CTIVE VE HICLE R ECOMMENDED-MAY BE A WOR K VEHICLE. eO.W,.Pan RLr-, CO.I N0MWAR 'e" 6. ALL SIGNS MIN.4B"%46-UNLESS OTHERWISE SPECIFIED. 8a 12/2.3/17 l C HA N NELISATION DEVICES ARE STANDARD TRAFFIC DRUMSfl DELINEATOR POSTS(see TCP page to for sp-mr!charts). 1111a.0u um 9, ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE Cllrls Grose O 253-158.141D INTERSECTIONS ANOIOR DRIVEWAYS 9, DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES, {...J F x$3 T,7D.22$PJ 10,ALERT AFFECTED BUSINESSES;RESIDENTS OF CLOSURE TIMESIDATES„ thrisaleafHtcriatolplan net REFER TO TCP PAGE 1a VV20-1 � TRAFFIC CONTROL PLAN FOR SPACING CHARTS woaD KENT, WA AHEAD N X I I.11 I 48 x 24" _. 4 I I I �r �RcwwnR,I W . E RICLUSIDE IF APPLICABLE ao5e0 tl I I G20 11 THIS SIGN SHALL BE DISPLAYED AHEAD 5 D ACCORDING URING NON-WORKING HOURS W20-SR fl RCW 4].3e2oO X Q A� LI2 fl . \\ T.oor '� W21-1]01 � 1 W4-2L X - I I V � 9 W2-401 LEGEND, pV Iw 9 WORK AREA or I L II o PCMS 1 .t fl N ROAD PCMS oil 00aN STANDARD TRAFFIC DRUM lull I V WORK 1 x WORK uW fl AHEAdd W20-1 se jj w rn a,.MGM DELINEATOR POST �j r° V -CLOSED SHIFT L12 la" % AHEAD AHEAD t-I SIGN LOCATION I fl X x9 sec x9 sec"' rnm- - I' fl FIELD LOCATE FOR OPTIMUM LSCI PROTECTIVElWORK VEHICLE n I ttM1 wflGa SIGHT LINE TO TRAVELING PUBLIC MA EXISTING TRAFFIC FLOW m I,/ 3 Sfl S 190 ST PCMS 2 a >+ SEQUENTIAL ARROWBOARD a �Vo AO, PCMS a CONTINUATION LINE T��LOSE DELINEATION SHALL OFF-SET FROM I 1 I SKIP STRIPE AS TO ALLOW MAX _—.F"LANE WIDTH FOR WIDE VEHICLES ---- Roao WORK FIELD LOCATE FOR OPTIMUM AHEAD SIGHT LINE TO TRAVELING PUBLIC 80 PL S d o I VV Imo' ... STREET ACCESS MAINTAINED AT ALL �' I � Imo ""`--•--. „ TIMES. WORK AREA SHALL BE X ALTERNATED,AS NEEDED ROAD WORK ! ;. 'I 9 �ICO AHEAD W20-1 ' rlo tcalVN_ork_APea-Ri htlCeDterLane Ctlosw_re 'P"I ml� T 4 -"� Delineator Post o All SB lanes closed on 5-lane roadway on E. In 41 I .-'' Valley Hwy in advance of Both PI S. Closure f_ DELINEATORJ ADJUSTED TO POST SPACING6T MAYBE Continues to South of SOth PI S. tlN ADJUSTED TO ALLOW SB TRAFFIC LEFT o SB traffic will use center lane and return to I J*I poi TURNS AT TRAFFICTIO TRANSITION AREAS LI2 j11e OUTSIDE OF TRAFFIC TRANSITION AREAS correct lanes after by-passing work area. O Center lane closed to NB traffic on E.Valley ml o Highway in advance of S 192nd St.Closure continues to north of S 190th o Traffic control shall be removed during non- working hours. 00 area for new rfe an lcl e r work. W2-401 ,Q X o REASON To provide a ggrin indg clear York I Ll2 aNN u E N T Standard Traffic Drum J' � IPC� III1h 4}III1II � Iflflflfl ENAUaIEA LIiA.NE ywOhANhTcMF+ef.A-1GP 1 0mx0, F c cMraL (NIGHT WORK) gNMu SUPERVISOR 20-$ X W 48 X 24 NoAnE A A GoMconic (IN12o UND PG GENERAL NOTES; G0F2 W20 1 1, ALUMS NS AND SPACING SHALL CONFORM TO THE MUTCO ANO LD I.CITe, CITY OF KENT SPECS rI 'IFa WS City of Kent 2, N(ITIFYNJ..I-C CAI..I I HI.HOFII 9CftVlUI OF RE UHiLAI:I 1IIMIE.? VrtYP Go, ANuDAFES MANDATORYI. N ), ALERT METRO TRANSIT S DAYS IN ADVANCE OF ROAD WORK IF GaraNrett Inouye AP PLACABLE).2Ts-0n.1140 ,N) @' o nI MC u1'I' '.. 4, 510N SPACINGMAYBE INCURRED URBANAREASTO FIT ROADWAY CONDITIONS. 25 '856•5548 Kent,WA 5 PROTECTIVE VEND LE RECOMMENDED MAY BEAWORKVEHICLE. PHONE NUMBER 11ex)��-- MEET—NUMBER 6 ALL SIGNS MIN .48"t48"UNLESS OTHERWISE SPECIFIED. I 12123/17 r, CHANNELRATION DEVICES ARE STANDARD TRAFFIC DRUMS& DELI NEATOR POSTS I_TCP Paye is. UR.I.M.Fa-P). a, ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE Chris INTERSECTIONS O[257-259M1J19 INTERSECTIONS ANDIOR DRIVEWAYS_ 9 DE VICES SNALL NOT ENCROACH INTO ADJACENT LIVE LANES, IMnL F'. t53-2T0-PZ50 1U.ALERT AFFECTED BUSINESSESIRESIDENTS OF CLOSURE TIMESIOATES, Ch(I$[NlydtflCCORtrOIPIRR.fiat BUFFER DATA TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SP[ACE=a °s� �l � ,��,a� _� ' KENT, WA 13 N )TRANSPORTABLE ATTENOATOR ROLL AHEAD DISTANCE =R 1.I �w VJ E . .,:�. ...... �. `P LEGEND S MINIMUM LANE CLOSURE TAPER LENGTH = L Ilwn P 1 e OR... (Mph) ="= y,[ WORK AREA WMI LIE 115 25 n `E ., STANDARD TF:AFFIC DRUM I - SIGN SPACING =x p5� H SIGN LOCATION A r NG MAY BE / AGE10b PROTECTIVEIWORK VEHICLE M XANY MATCH yN R Rnl. M N M I t Fi1 1 1 P 4t' x, EXISTING TRAFFIC FLOW u wn+ nu nrx 1 Ilna f � � l" „A I „„„t"'" r,.1'T`' ✓ SEQUENTIAL ARROWBOARD `"'" oumu EISMAY BE T ADMY w' I ✓ / CONTINUATION LINE TABLET,4f --. -__-. Y I ✓ �1,.��'.� G11ANNCt17ANOT t�DN DEVICH e„ avnmNo trp6g oIV I,1 '� y 1,, &IL Ty 1cal Work Area_LeitdCenter Lane Closure 0 Left lane closed on 5-lane roadway on NB E. DELINEATION SHALL OFF-SET FROM in 1 f Valley Hwy north of S 190th St. SKIP STRIPE AS TO ALLOW MAX II „L""f,° P 0 Closure terminates south of S 187th St and LANE WIDTH FOR WIDE VEHICLES. All A 1„ Ir1 creates a closure of the 3 interior lanes on E.Valley Highway. See Plan 10h. w,l@IItlP; . 40, O Traffic control shall he removed during Standard Traffic Drun I ^.-,.... " 1. 1non-working hours. (NIGHT WORK) I 0 REASON: To provide a safe and clear work area for new grinding(oveHap work. V IM„��I a1 Mtl PCMS V _..... Icy L,.yp mewl L ............_Pans................ s I --- �/'' NO LEFT IG0 {fir I LANE TURNS I MIN Tall L12� R CLOSED ALLowEo.. W2-401 A xa sw s6 BE I rib 1 I I L._ FIELD LOCATE FDR OPTIMUM I I 4qrI... SIGHT LI LOCATE TRAVELINTI PUBLIC I I !XBYEA tl LEFT LANE tl I I CLOSED 00 R I Ix Ax*W20-1 20-5L 48 x 24"' U I y,��y,,v//ml+' a1v,yv,.� G20 2 I I I --...-. I Ml.E A'M T IFAPPLICABLE II"+'I ,qoATHIS SIGN SHALL 9E DISPLAYED ' `II I DURING NON-WORKING HOURS W 9 H N O l O M ACCORDING TO RCW 47.36.200 PCMSWASXINGTON S TATE TRAFFIC CONTROL SUPERVISOR W21-1701 NAME:cn,;.roAna.D G.a:a Tcs'Al GarE AIC l Oroiza ririzp2p iA+.f.",A, _u.rc GENERAL NOTES: 1, ALLSIGNS AND SPACING SHALL CONFORM TO THE MUTED AND CCRUOgRq CITY OF KEN SPECS City of Kent C NOYIPI'ALL .I.00ALFRI:RGE:NCY^):'VICES OF CLON LOU.'I I ALS 9UVE:WwulAUA ppX mADDAYHS(MANDATORY'). Garrett Ir11p0 2 J. ALERT METRO TRANSIT 5 DAYS I N A OVANCE OF ROAD WO RK(IF y APPLICABLE).206477-1140 - n N�Lam n -- ¢HWC'p LAMS 4 SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY 253-856-5548 Kent,WA CONDITIONS, 5, PROTECTIVEVEHICLE 0.ECOMMENDEO-MAY BEA WORK VEHICLE, PHONE NUMBER 1a1 sx ACT NU MIA ev onTe 6. ALL SIGNS MIN.46^x46-UNLESS OTHERWISE SPECIFIED. 10a 12123/17 L CHANNELIIATION DEVICES ARE STANDARD TRAFFIC DRUMS AB. TABLE(1)rar 1pacing AkAtances) E --'-- S. ALL SPACING MAY READJUSTED TO ACCOMMODATE AT-GRADE Chris Grose 0'.253-258.1419 INTERSECTIONS ANO;OR DRIVEWAYS. 9. DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES E-MAIL F: 25Y2T6.225U 10.ALERT AFFECTED BUSINESSES;RESIDENTS OF CLOSURE TIMESIOATES, Chris trafficcontrolplan.ner BIAL C DATA TRAFFIC CONTROL PLAN LGNGITAN INAL[..'r CPACE H 5 Ev KENT, WA AI l._:. � � Y�rvi ,i,°i N TRANSPORTABLE ATTENVATOR ROLL AHEAD OCTANCE R '� 1. ..� SIG S �. _. -° MINIMUM LANE CLOSURE TAPER LENGTH L(Ixp IdSP.dI hl 12 slcn sPAclxc =x 4vN.. 411 N IRANF4NmWYN Y f9p Lil f,tlt^ in sFir-Ct Lvj lGY 441 ^„'M1r X 4 Nx NN µ N","I' 1 4 9 uw, �Y\T i RANFE W20-1 �I a Y°D N URBAN ANC43 TO rr RAMPS ATGWDE NI AND PC CAnAYA ROAD OHANNELIZATION WORK AtIRAN ITLAI DEVICE WNCt-ZR 2D-rJL AHEAD L E OGF {/ {S {f ..•fxR..•,• SPACING Ila tl J GFE SN4LF RA J J � Xnvaa ✓ 48 x 24" �✓ { X // JJ .�� � RpADroi6R G20-2 TyAioalw4PinrkArea- etk/CeroterLane Closure An ' J✓ /✓ ^ { J O Lek lane closed on 5-lane roadway on Sit E.E. r / Valley Hwy south of S 187th SL O Closure terminates north of 190th St and �"_•. J / 1+J. ✓ creates a closure of the 3 interior lanes on L ✓+, x1r',n, / E.Valley Highway. See Plan 10a. ," J ✓ DELINEATION SHALL OFF-SET FROM O Traffic control shall be removed during J'w,h ✓ ✓ A+J SKIP STRIPE AS TO ALLOW MAX non-working hours. pl 140 '"t;JOP� LANE WIDTH FOR WIDE VEHICLES. P � O REASON: To provide a sate and clear work area for now grindmWoverlay work / AN _ �J ✓ u / LEGEND �E I1� JJ { "N+;'r✓JJX WORKAREA fCm_8 �q�' JJ/ -'� JfJ u1 CIO M.A STANDARD TRAFFIC DRUM TCE�NTE �l , ✓ ✓{ J �-I SIGN LOCATION . tAl - Y PROTECTIVEIWORK VEHICLE ^S� / / f/ f 1,l✓ / EXISTING TRAFFIC FLOW An FIELD LOCATE FOR OPTIMUM -..J r}!'.. SEQUENTIAL ARROWBOARD SIGHT LINE TO TRAVELING PUBLIC J _ / . OR Standard Traffic Drum NUNN (NIGHT WORK) Ill / J J / NYOl y � UGSADI /q .{'_..e.......1_. J wns HiXDTON MATCH PAGE 10a IF APPLICABLE .._..._.............._...__....._.m..___.... y THIS SIGN SHALL BE DISPLAYED waswncrarvsraTe waFFrc corvrxOL T DURING NON-WORKING HOURS SUPERVISOR ACCORDING TO RCW 47,36,200 NAME CM1 1 f➢he,0 Giose vxiAv PREP GATE ITTEIBID m[AJ GENERAL NOTES: X w211701 wmr 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND CAf NIVAI;. CITY OF KENT SPECS. City Of Kent 2. DON'T(ALL LOCAL IEIVIEROF BUT.SERVIC IT OF CLOSURE FIBER R.IFFIoEOR WOi AND DAI'ED IIMANDAI ORYV, a Garret[IIvpL1 3. ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROAD WORK R y APPLICADLEI.206477-1140 411 B., ( 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY 253.866.5548 Kent,WA CONDITIONS, 5, PROTECTIVE VEHI C LE RECOMMENDER-MAY B E A WORK VEHICLE, RAINS 11U.SINlCUM E N XEET XIIM9E DPTE 7 ALL SIGNS LLPATFRDEVIES UNLESS ANDARDTRAFFILI DRUMS 1gb 12/23117 ], TABLE EI fo,sONOE DEVICES ARE STANDARD TRAFFIC DRVMS(s°° B. INTERSECTIONS MAYBE ADJUSTED WAY ACCOMMODATE AT-GRADEC6r15 Grose 2Sa-2S(5.941Y INTERSECTIONS NANDRONOT EN DRIVEWAYS, 9. ALERT S SHALL AFFECTED NOT ENCROACHINTO DENTS OF NT LIVECLOSURE E NEE. -MAC F 2J,).2pD.22$D 10,ALERT AFFECTED DUSINESSESIRESIOENis OFCLOSURE TIMESIOATES, LIIfISQNdtFILCORtfOPdR.11Dt BUFFER DATA TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE B 111C,I'll D N TRANSPORTABLE ATTENUATOR ROLL AHCA O NG ISTAE -R " r W -E ....�„" y �� �. w.. "' f LEGEND ��" J S ^ne MINIMUM LANE CLOSURE TAPER LENGTH L(lwn � i WORK AREA P 0 Yp.a( pAr ` �A I f l STANDARD TRAFFIC DRUM 2 1 °55 o " _ 0 1 re ar na a,are DELINEATOR POST SIGN SPgCING %(1) 1 1 Fael a m IG Tl�l Hill SIGN LOCATION s.M I oa rc :+gym ar r .... MATCH PAGE llb PROTECTIVE/WORK VEHICLE 11 1 vrG n n near rl 7 / / /, r � ;r;V,} fir " EXISTING TRAFFIC FLOW Be mn •Ir mr �mlre Im 1( DIA / ,a T / /r+/ J),�)". ! +- SEQUENTIAL ARROW BOARD I1 a '°../ Tae�E ul ,5 rI" �r CONTINUATION LINE cHANUEcaArloN ❑E.vroP` r / f m &PACING Xlaall f J, ....LwJa -„12.. w Standard Traffic Drum CRG al _ ---- ---"� {NIGHT WORK) Jv .�.I �,a wyj� DELINEATION SHALL OFF-SET FROM' I e f j, " tcel Work.AFC3-RI ht/Center Lane Cl4'SNYe SKIP STRIPE AS TO ALLOW MAX LANE WIDTH FOR WIDE VEHICLES. y oP r 0 All NB lanes dosed on 5-lane roadway on E. Uri IT' Valley Hwy north of S 190th St. Closure 140 terminates in advance of S 187th St. w � O NB traffic will use center lane and return to ✓�',,, correct lanes after by-passing work area. I o y"fly 0 Center lane closed to SB traffic on E.Valley 2 Highway south of S 187th St.Closure terminates north of S 190thSee Page 116. rem Traffic control shall be removed during non- working hours. "i 8.-- p„ 0 REASON: To provide a safe and clearwork DalmBamr Pose '""fl l�'� area for now grindingloverlay Work. G I Or I DELINEATOR POST SPACING MAY BE ADJUSTED TO ALLOW NB TRAFFIC LEFT ZIo M L12 Pr+Kl1@ TURNS AT INTERSECTIONSIDRIVEWAYS 4 gh .... OUTSIDE OF TRAFFIC TRANSITION AREAS RE mIH IaN aAHEAD PCMS = ti I .. L plc <. 6w' NE = mVD {'N, FT W V I AD I in XSEC Q I M *, W4-2L FIELD LOCATE FOR OPTIMUM w ' SIGHT LINE TO TRAVELING PUBLIC X<?> W2-401 rym a L12 RIGHT LANE - aoseD aHEAD NIrH�pu IF APPLICABLE 48 x 24" "W X *20-1 W20-5R 5��Inrl10i[T THIS SIGN SHALL BE DISPLAYED R IY'DURING NON-WORKING HOURSACCORDING TO RCW 47,36.200G20-2 WASNINGTON STATE TRAFFIC LOMROL urW21-170, PCMS SUPERVISOR IF cmmaPea.DG,oae Tcscaaou mmvr £XP DATE V11. U�I-iibpksr 4r�n GENERAL NOTES: 1, ALLSONSAN D SPACING SHALLCONFORM TOTHE MUTODAND CONURMICA CITY OF KENT SPECS. City of Kent 2_ NONIPYALL LOCAL IEMENWENCYSERVICIf:SCId'CL6•v`UVYE T ai AOPVIYMI.. AT. AND DATE$(MANDATONYI. Garrett Inouye 3, ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROAD WORK(IF y APPLICABLE),2D8-077.1140 .11 OFUC a.RER IPPIP, Rd1'IS=®YT LACA'III 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY 253-356-5548 Kent,WA CONDITIONS„ 5 PROTECTIVE VEHICLE RECOMMEND ED.MAY BE A WORK VEHICLE. xENN.i Vaal 5 OR 6 ALLSIGNSMINEB"%4B"UNLESS OTHERWISE SPECIFIED, neE1rlrvama 1212911�7 7. CHAN N ELICATION DEVICES ARE STANDARD TRAFFIC DRUMS& DELINEATOR POSTS(sea TABLE 1)for spacing tllslancesl. PNesnueu ar B. ABE PACING MAYBE ADJUSTED TO ACCOMMODATE AT GRADE Chris Grose O:25A-2SB^1419 INTERSECTIONS ANDIOR DRIVEWAYS. 9 OEVICESSHALL NOT ENCROACH INTO ADJACENT LIVE LANES fMPIM1 FI 2$3-2r¶-2250 10.ALERT AFFECTED BUGINESSESIRESIOENTS OF CLOSURE TIMESIDATES, Chr15QU traff ICCDntrol Plan.net LONGITDDIINRL 9an5EFA SPACE B _ fo.� TRAFFIC CONTROL PLAN 1 TACT IN, l� ' 15, KENT, WA N nLW B 5PORTABLE ATTENUATES ROLL AHEA DISTANCE R mG{ Pf 1 r J !!! PCMS s w E MINIMUM LANE CLOSURE TAPER LENGTH L nMn LTTME P t 0 SpnO1 h)T.o u Bu K EREEDSIGN SPACING % or EC 6 N e1 s w FIELD LOCATE FOR OPTIMUM 1111-1 tir ' w^ SIGHT LINE TO TRAVELING PUBLIC unfl x .u , C,Y1}I s N \\\\ T 0 f Pp AMM2ILDE IN III A NJ zlDIRECT anry a TABLE IT CHANNELIZATION DEVICE SPACING 1la[I W20'1 / x lax ROAD ! / WORK AA N, ASS T IealWArkArea-RwgYutfCeRtecL�HeCNosglre' ,E4LP��E�NE x ,�°%� // x /✓ G20-2 o All NB lanes closed on 5-lane roadway an E. VV20-5 nerno ,✓ ,! /r ! Valley Hwy from north of S 190th St to south of S , 1t St o Center r lane closed SB traffic an E.Valley Highway /tf / ✓ y' from south S 18 t to north 190th St. �`• Ll2 / A! ,/fir o NB traffic will center use centeto return lane and rett urn to coned lanes after by-passing work area.See PAGE 1la. 1'° `� :;:;/.j- "' VI/2-401 o Traffic control shall he removed during non- / working hours. BUT /I as /rr o REASON: To provide a safe and clear work area for new grindingloverlay work. I /r Ll2 BREAK IN DELINEATORS AT BY / INTERSECTIONS/DRIVEWAYS / ,/ LEGEND SHALL ALLOW LEFT TURNS'.., BY / FOR NB TRAFFIC `�.. ',.," f'r WORKAREA DenBOa,.,ED6t A INAA.1A STANDARD TRAFFIC DRUM i R M..A DELINEATOR POST DELINEATION SHALL OFF-SET FROM / k�l�!/ « SIGN LOCATION SKIP STRIPE AS TO ALLOW MAX ✓ hC /.e '��' F]J PROTECTIVEIINORK VEHICLE LANE WIDTH FOR WIDE VEHICLES. EXISTING TRAFFIC FLOW Standard Traffic Drum (NIGHT WORK) f/ ,� 11, pN. K�T�T +" , K H�NDT ON 44A�'A BEDI IF APPLICABLEDAUNINOTON STATE TRAFFIC CONTROL TDUSTINHIS SIGN SHALL BE DISPLAYED 1' ACCORDING ING TO HOURS 20D SUPERVISOR $r ACCORDING TO RCW 4].36.26D r NNM CI, I ph.f O Giosa TL AR. O O11J A ESE DATE C11AG40 ANNIN qi W21-1701 1 u1arh 4ruiz. GENERAL NOTES: 1, ALLSIGN SAND SPACING SHALL CONFORM TO THE MUTCO AND CONTRACTOR CITY OF KENT SPECS City of Kent H, NOT IFYALI..LOCAL.EMERGENCY scnvi i:s or ct.osurrnI'l I1flE:5 BU ERM OR - - wDn AND DA FSi(MANDAYORYI' Garrett Inouye ]. ALERT METRO TRANSIT 5 DAYS INADVANCEOF ROADWORKQF APPLICABLE).206-477-1140 NATAN:W?I .uI'SA_, 4 SIGN SPACINGMAYBE REDUCED IN URBANAREAS TORTROADWAY 253-856-5548 R� Kent,WA CONDITIONS. 5 PROTECTIVE VEHICLE RECOMMEND ED-MAY BEA WORK VEHICLE. NIIVNE N'LMIIER HZ 5DATE 6, ALLSIGNSMIN,46"%48"UNLESS OTHERWISE SPECIFIED, NEEMeeR 12/23117 i. CHA NNELIUTION DEVICES ARE STANDARD TRAFFIC DRUMS& DELINEATOR POSTS Ise.TABLE(1)fm spacing N I.DU...) 1'Rel'aNun m' 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE ALGRAOE Chris Gross 0:253.2$6.141e INTERSECTIONS AND)OR DRIVEWAYS. S DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES, EMAIL F: 253.21a-2'dSn 10,ALERT AFFECTED BUSINESS ESIRESIDENTS OF CLOSURE TIMESIOATES, Chris OQtfaHlttamrapldn.not BUFFER DATA TRAFFIC CONTROL PLAN LONGITUDINAL BB''UFF]ER SPACE=B � ' 1 1. l'1B T I °, AN, KENT, WA N (TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R I f hW L Y HT W }? II 4 LEGEND MINIMUM LANE CLOSURE TAPER LENGTH L(Iwll WORKAREA ANCT PPUSKIS tl SrUh21 I u M I,Im N STANDARD TRAFFIC DRUM „ a --n „o- } �-;_, "A nn w0..ru DELINEATOR POST VP4P SIGN SPACING X(y? "f r�`� •.)) �- SIGN LOCATION 9 OIG ( 4 6.,I IoGAI w we 14F '„&� Pu r - �26 H� PROTECTIVE/WORK VEHICLE A. W T W/I QAV n - A 'del er AN N/, fr,.rr EXISTING TRAFFIC FLOW )A l 1 IaT .NEREAD ALLAPAGE N N 000F AREAS To TT E a yv„; f / r CONTINUATION LINE IRYSIA'GOO1.111 GHANNELIZATION DEVICE f ` SPACING ..... / y 5..i.... /. '."'.v.. ww 6 Delineator POGI DELINEATION SHALL OFF-SET FROM ,,,;'�, lu I I ` BREAK IN DELINEATORS AT SKIP STRIPE AS TO ALLOW MAX- Y, .' ,.pi P INTERSECTIONSIDRIVEWAYS LANE WIDTH FOR WIDE VEHICLES. >:C. Ylyl p SHALL ALLOW LEFT TURNS " F' MBA FOR SB TRAFFIC Y 140� un iii a Standard Traffic Drum B u ( Typipal YWUPk_ti e_� RighkrC_Bntr LdidB CIgSUFe (NIGHT WORK) O All SB lanes closed on 5-lane roadway on E. Valley Hwy south of S 187th St. Closure terminates in advance of S 190th St. L fr,,p L>D ZA r 0 SB traffic will use center lane and return to F'bAYt+J correct lanes after by-passing work area. Penis NM1 V 0 Center lane closed to NB traffic on E.Valley IL' I f I Highway north of S 190th St.Closure �'NTER NTER ? CE I I ""------- terminates south of 1871h S[.Seepage 12h. 'ICE_ LANE LANE = IIn I10 I 0 Traffic control shall he removed during non- CLOSED CLOSED W HI U Ll2 working hours. SIGHT FIELD LOCATE FOR OPTIMUM PUBLIC w M11i r/f A 0 REASON: To provide a Safe and Clear Work >-o sec 2.R sec G I � A' �'^ area for GUW grindinglDNBPlay work. I L12 � 'I IIMI I �' Wp I I I I I wl W X W2.401 I gl� I I I iIF .............. a€cipsEUNe. M C)I2 .. D..EAD n1i€n9 F-o X wzo-s xm OR va' 40 V II nil mumenuaORR 4umr�NUAuu,, IF APPLICABLE 48'x 24" 1 ICI 1 20-1 ",6,,5 If/ EN' T THIS SIGN SHALL BE DISPLAYED ,,ii 1 WAG Y DURING NON-WORKING HOURS G2WOBR�----------.L b I w•a NiNaroN ACCORDING TO RCA 47.36200 ......�.�....'.P� Ifl'11A Q 41YA�7 SUPERVISOR J ..............w............... CONTEDL NN w21-1701 CAP.DATE ILB 1/2020 ykuvMvp4vN Gvm GENERAL NOTES: 1, ALL S IF N S AND SPAS I NG SHALL CONFORM TO THE M UTCO AND C6110Y%MIYkIY CITY OF KENT SPECS, City of Kent L. Nor*VAL.IL LOCAL B MERGENCY SERVICES OF CLOSr'URE.TIMES NSRENmus1YR MNL AND DATES(RIIANIAITORY). Garrett ingtl Va B. ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROADWORK(IF I APPLICABLE).20BA77-1140 PWON6N:UMRO11 ALGA RI?D1111"J Y N 4, SIGNSPACING MAYBE REDUCEDIN URBANAREAS TOFITROADWAV 259m656-554B Hard,WA CONDITIONS. 5 P DETECTIVE VEHICLE RECOMMENDED-MAY BEA WORK VEHICLE. pNLNC NATNAL':P I 611YLI AIYINbb1? twu 6. ALL SIGNS MIN,EB"X46"ON LESS OTHERWISE SPECIFIEA, 12a 12129l1.7 7. THAN NELIPATION DEVICES ARE STANDAR O TRAFFIC DEC NIS6 DELINEATOR POSTS(sea TABLE 11)0,sRI ng AI.DCces). PNLL'PMINA¢v B. ALL SPACING MAY BE ADJ USTED TO ACCOMMO DATE AT-GRADE Chris Grose N E BE a O:2$a.2$n:d19 INTERSECTIOS AND/OR DRIVEWAYS, C ES K SHALL N OT E NCROACH INTO AOJAC ENT UK LANES, €.NM1IC F: 26T.27G.22$D 10.ALERT AFFECTED 9USINESSESIRESIDENTS OF CLOSURE TIMESIDATES. chris@lrefKccontralplan.net BUFFER DATA TRAFFIC CONTROL PLAN [LoNcnum PF BUFFER".,AEG =B LEGEND RIALIN III " - °�°9 KENT, WA "^ WORKAREA N TRANSPORTABLE ATTENBATOR ROLL AHEAD DISTANCE R yyy V III a IN w"I STANDARD TRAFFIC DRFLATUM W B A MAN " .Iw'.91 e d�, d mr urNmm DELINEATOR POST S minlMUM uxB CLOSURE TAPER LENGTH L Nos « SIGN LOCATION ry Po4aaa$pmatl{MRN1 THER , �r3^IT R I PROTECTIVEIWORK VEHICLE 1;112 1 A. EXISTING TRAFFIC FLOW SIGN SPACING =% [1) F MB - wr. SEQUENTIAL ARROWBOARD 'iwa 4 n n aAIX u DIDNA -ymin m i n m rz n s . As R 4 u r I W20 FINAL nDIA1 1 II 0l LI M I tv ROAe I.I ALL DNA INA MAY BE-CALLED A ACCLOMAULANC BRA, WORK hI a FIT ALACCA AHEAU AD nLcln CHANHEL2ATYON"4FNIU AVf,NT LAME sPACN { al axEnM XMAIL - So fl /.//�� 48 x24" / p 7y i� cal Work Area-Rr h�nterLane Ctusure W4-2L !! /° /f !/ �—�"°"°""°R"9 / / G20-2 o All SB lanes closed on 5-lane roadway on E. X !! !! ! Valley Hwy from south of S 187th St to north of S ! / ,✓' ! 190th St ✓ o Center lane closed to NB traffic on E.Valley Highway from north of S 190th St to south of S 187th St. L o SB traffic will use center lane and return to correct ✓ lanes after hy-passing Work area.See PAGE 12a. AIR o Traffic control shall he removed during non- L42 /a !✓' Ll2 working hours. O REASON: To provide a safe and clear work area for new grindingloverlay work. IJ ! / ,'; ! ✓ IF APPLICABLE DELINEATION SHALL OFF-SET FROM �,S'" " !p' ! THIS SIGN SHALL BE DISPLAYED SKIP STRIPE AS TO ALLOW MAX -- !q`I' / DURING NON-WORKING HOURS LANE WIDTH FOR WIDE VEHICLES ! l�,,c`~v"" / ACCORDING TO ROW 47,36,200 / !h ✓ y Delineator Post { ., a ti / Nvr ! BREAK IN DELINEATORS AT II" �L./ +' / INTERSECTIONSIORIVEWAYS Standard Traffic Drum Iir"I01ti��.—. ! / (NIGHT WORK) - ! SHALL ALLOW LEFT TURNS FOR SB TRAFFIC AT f�► ll 440 fAr ! 4` 114aMN ,^ IND"01000 KENT ADw.BHINCTON q� PCMS I r .... WASHINGTON STATE TRAFFIC CONTROL ,A. se CS '""Lane'""' SUPERVISOR e CLOSED SHIFT � 2 AHEAD AHEAD NAME:GNTIsIRDIreiDG,ose TLS CARD p 0 20 9EL m 20 9EG m LUREDATE 1...ROP0 GENERAL NOTES: FIELD LOCATE FOR OPTIMUM G.n.z _., SIGHT LINE TOTRAVELING PUBLIC 1, ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND CONTRAI CITY OF KENT SPECS. City of Kent 2. NOT'IFYALL LOCAL rMERGENCYSEFtANI 05 CLOACAE:F RI.n RUPER"SA wOp AND IYAfFs(NYANDA OLMAf_ Garrett Inouye d. ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROADWORKNF APPLICABLE)-206-477.1140 'lllal UINA,.I N '.".A, TIC 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY 253-856-5548 RULEKent,WA CONDITIONS 5. PROTECTIVE VEHICLE RECOMMENDED,MAY BE A WORK VEHICLE, PHONE NUMBER IMA) s R 6, ALL SIGASSIN,46"%46"UNLESS OTHERWISE SPECIFIED. HBEIiZuhmBE 12128177 ], L HANNELIEATION DEVICES ANE STANDARD TRAFFIC DRUMS6 DELINEATOR POS TS ire.TABLE(1)lar specing Elslunces). pneeAnen By B. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE Chris Grose 0:253-256-1419 INTERSECTIONS ANOIOR DRIVEWAYS 9, DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANE$ EMML F'. 253-270 2250 ALERT AFFECTED BUSINESSESIRESIDENTS OF CLOSURE TIMESIDATEs,. LhrisGD trafflecentrolplan.not SIGN SPALNG -X of TRAFFIC CONTROL PLAN w . KENT, WA vm II NI PCMS h, ...... ..... VJ E nE RE aDUCED IN URBAN CRS TO FIT wux �L%aceR NLL6ED W26-1/"N ` EA LANE TURNS (\/-R.AAO S pNXxT In CLOSED gLLOWEO AHEAD LHANNE LI}A90N DEVICE — ^— � 6PALING !( 1 20 9EC 20 6EL f" WV2D=JL ,..t".R.... ..». tlPw. FIELD LOCATE FOR OPTIMUM LErTunE Y wI SIGHT LINE TO TRAVELING PUBLIC c`E / T - AHEADfiJ. /fif fiffi fi _,A AApi Ir:I- I l / A�l M moons n, IIM 66 a e N m e AM•e W42R ./ ✓ IIIIAGNIIII pi._ ✓/7,/ / AS DELINEATION SHALL OFF-SET FROM L12 fi g fi / .,, 48 x 24" .N I I,V SKIP STRIPE AS TO ALLOW MAX / Exo my RC I a;,I LANE WIDTH FOR WIDE VEHICLES. L .�r/ /oJ / 1 y/ G20-2 en fi Ferfi Jfi /11 24 x 24" y Typical Work Area,-LeftlCerlter Lane Closure ; / fi VV2-401 o Left lane closed on 5-lane roadwayfi ll B E. Valley Hwy in advance of S 187th St. R3 2 fiAll I p fi , am Standard Traffic Drum O Left lane closed on 5-lane roadway on SS E. / / L! ✓ _ •-� Iu (NIGHT WORK) Valley Hwy in advance of S 187th St. Ehi / /- o Dual closures create a work area in the 3 CINZ, ✓ interior lanes of E.Valley Hwy. �.. F / o "Right turn only' allowed from S 1871h St. ROAD O Traffic control shall be removed during W41� WORK non-working hours. 'a fi / AxFAo o REASON: To provide a safe and clear Work area for new grinding/overlay work. AF ' ........ r fi 18 x24AS 1 � R3-SR P LEGEND /,.. T � AAA fi ✓ �/ r� WORK AREA W2-401 /.a.r1 � , maMmw STANDARD TRAFFIC DRUM USA REF I fi4'r/ / SIGN LOCATION 4A ✓ f H LJ2 ,�A PROTECTIVEIWCRK VEHICLE / / ., t.,1�L...I AS AD /' /fi fib . t EXISTING TRAFFIC FLOW 48 x 24" J fAGE Exo J':%;%I SEQUENTIAL ARROWBOARD "" FAA � °2'`'� fifi �/ / A x CONTINUATION LINE F AlIf` W4-2R J/�/v +m / x LCLOSFACE ED )P]f A( F AHEAD Wq SNINGTON STq TE TRq FFlC CONTROL / A W20-51L SUPERVISOR ROAD Y WORK JH, AHEAD I, TL"AIV "USE,DBIo13n Gras W20-1 °kniaµyn3q%p,,mfillXxlu TGSCARD ORDI V W e s R I U D T O N p"Mrikvrylw.r 4"V GENERAL NOTES: Y.gbRdlAxxY91i 1, ALLS IGNSAN SPECSSPACING SHALL CONFORM TO THE MUTCD AND _C1ty Of Kent NFLCITYIFS SELL LSPECs, IF APPLICABLE aumeswnaN"'—'—' w m. NDlnrnn..SSAI.AEMrnI LwLr CAPRICES a ID.auRE:nnnSW THIS SIGN SHALL BE DISPLAYED Garrett) nouye S, ALEACHRTMETR),TRANSITSDAYS IN ADVANCE OF ROADWORK IIF DURING NON-WORKING HOURS nNOMEuuNgER.R+rvueroX nRnLs{ryDLnngM', DESPICABLE),SAAS" d, SIGN SPAGINGMAYBEREDUCED IN URBAN AREA3TO FITRDAOW ACCORDING TO RCW 47,36,200 253-856-5548 Kent,WA... CONDITIONS. AR TIONE:EN , 0 ID,...END INGE 5. PROTECTIVE VEHICLE RE UNLESS OTHERWISE WORK VEHICLE, a 6. ALL 3 CHANT LI MIN,JB"E DEVICES ANERWISEAFFIC DRUMS 13a 12123117 T, CHANNELI ZATION DE VICES ARE STANDARD TRAFFIC DRVMS sea n iCai ._. fal TABLE(1)TOP spocing CHINI 9ALLSPACINGMAYDEADJUSTED TOACCOMMODATEAiGRADE W2'-i7U1 Chris Grose o:Bs3.2s6-Nara INTERSEc IONS ANDIOR DRIVEWAYS0SONDES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES, c.MnNF: 2$3t270.225u Io.ALERT AFFECTED BUS INES$FSIR 5IDENTS OF CLOSURE TIMESIDATs SIG B IxD =Ni TRAFFIC CONTROL PLAN -o .. KENT, WA GGX Fn, :F ..,PF ...... N PCMS 1 z y� wLL „ + ..'CENTER cENreR"' W „�}�., g x TFrns Tx FT uNE LAME W20-1 CLDSED CLOSED WNNO ORK S T L IIA --..,, -Y 1BPhtp OePILF AHEAD I v FIELD LOCATE FOR OPTIMUM F"'•ytT `ICI in SIGHT LINE TO TRAVELING PUBLIC CrwT[N LANE PCMS 2 w20 s //�/ ✓ / X / r i / AD `1 NO LANE LANE- tB2 / // // �. 48 x24" F ^� CLOSED SHIFT A� ALI ' W xux uxL aasuAL�TAPER AHEAD AHEAD / j�f / PPA0lmman e 1 w+ i za Sec' e.E SSE %{ I �✓ // G20-2 v It . 'l. FIELD LDCATE FOR OPTIMUM yh e ' All jl � { r / SIGHT LIME TO TRAVELING PUBLIC f- / \ Typical 9- �� �� / wz�o1 o All NB lanes closed on 5-lane roadway on E. \ L/2 Y / T lCconit Hwy es to north ofS 1f87tDh St. St lClosuresuMe', �^ .,'' "+AT ✓ µ y.., h h. Y Y 4 DELINEATION SHALL OFF-SET FROM o NB traffic will use center lane and return to / SKIP STRIPE AS TO ALLOW MAX ^A a LANE WIDTH FOR WIDE VEHICLES,. correct lanes after by-passing work area. o Center lane closed to SB traffic on E.Valley / � ✓ Highway in advance of S 1871h St.Closure / ROAD continues to south of S 187th St. Aneno O Traffic control shall be removed during non- �\y`'/p yL X working hours. pvT�AtiW 4% �, : 1' VV20-1 DI o REASON: To provide a safe and clear work p1'A� ✓4✓%%�� / `., \ ,y area for new grind ingfoverlay work. �/yv'x y✓...:✓/ ` \`` Delineator Post BREAK IN DELINEATORS AT / STREET ACCESS MAINTAINED AT ALL w INTERSECTIONS/DRIVEWAYS / pr TIMES. WORKAREASHALLBE SHALL ALLOW LEFT TURNSFOR NB TRAFFIC ALTERNATED,AS NEEDED hd F 0 BIT LEGEND Steri TiaRIL Drum Also / H O ` ^a.el._1...E WORK AREA (NIGHT WORK) �._.._ ° " "�, ile m iN P iiii STANDARD TRAFFIC DRUM � / DI Lfz .t a, +ua 000 DELINEATOR POST IS ✓ / iu °L /f 0 / H SIGN LOCATION ✓ F 48 x 24" %`" // X 6'1- PROTECTIVENVORK VEHICLE MANOR ,, BE ✓ .�ti///''' EXISTING TRAFFIC FLOW G20-2 T"ld / `^ / Ulf X i IdA, ii SEQUENTIAL ARROWBOARD 14-2L / ✓.0 ..! // fli LAME CONTINUATION LINE r J ✓ X// cLDseD x r a D / W2O-SR WASNINGTON STATE TRAFFIC LONIROL ' -- ROAD SUPERVISOR 7 WORK AHEAD W20-1 InP�Ul.,igliiii. „ NAM O G E EADI D 6 ECS CARE N 0ION DAI F'�'IIFNN NP DATE 11 W e 5 H I x o T o x C4.ukp4u'r 4mr GENERAL NOTES: 1, ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO AND CVNIRttC`e:LYH ��� �� CITY OF KENT SPECS, Cityof Kent Y HCHEYAL.L.LOCAL EMLYttLENQYSERVIL.LE OFL.LLiS(I YtCTINDI IF APPLICABLE OYIITHADpR AND GATES(MANDATORY) THIS SIGN SHALL BE DISPLAYED CaaYne'Ii ID'Arl e 1. ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROAD WORK(IF DURING SHALL BE NON-WORKING y APPLICABLE),20B-477.1140 Sri F0.t1J[4119CA91%N J. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY ACCORDING TO RCW 47.36.200 253-856-5548 Kent,WA CONDITIONS, ,., 5, PROTECTIVE VEHICLE RECOMMENDEOMAY BEAWORK VEHICLE ....I", a„c......... Te 6.. ALLSIGNSMIN,48 X46"UNLESS OTHERWISE SPECIFIED, 14a 1.1f28/17 1. CNANNELICATION DEVICES ARE STANDARD TRAFFIC ORDME G F , DELINEATOR POSTS NAB TABLE(1)for spa.HB dIINAHces).. - o BE --- 9„ ALL PACING MAYBE ADJUSTED TO ACCOMMODATE AT-GRADE DMIW21-1T01 Chris Grose O.253.25&1419 INTERSECTIONS ANDIOR DRIVEWAYS 9, DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES, F'. 23,0.),7Q.2x50 10,ALERT AFFECTED BUSINESSESIRESIOENTS OF CLOSURE TIMESIDATES, Chris@trafliccontrolplan.net 3 " "b61M° A"";v TRAFFIC CONTROL PLAN PCN13 KENT WA PCM$ JET 21 r 1........ % NCE sB wives wive W2D-1 W E DI CLOSED SHIFT ROAD AHEAD AHEAD WORKI�M rn3L'6 tV — AHEAD +'(/ S dAANH611TATWN (DEVICE 20 SEC 20 SEC ' eRAA'IHO r nJ "" "" W20 5R SE �.✓ e FIELD LOCATE FOR OPTIMUM C E Aroln / i" SIGHT LINE TO TRAVELING PUBLIC -ED cros[D ANEaD BUFFER D­ PCMS 2 GAP GA ✓r �/� AT PCM$ z 1 BE �°. r 6 GEtJ1ER GEISTER W4 2L ,�( / // / 4,8"x 24 I- I11 NNAE wNE wNe LI2 /. hNxnwwan� ....... w, ..� „ .. -, � CLOSED CLOSED 4 \ � / k620-2 BUSINESS A ouo 30,SEC 169EC.... `` .✓ d j4. I p ` II II FIELD LOCATE FOR OPTIMUM A BIGHT LINE TO TRAVELING PUBLIC 6NJ p f✓dD SO„„,,�� 1 f 1 !. -...1 I . q✓ 4P uzlf ! / �(' � W2-401 Typical Work Area-Right/Center Lane Closure BE ! / 0 All SB lanes closed On 5-lane roadway on E. Valley Hwy in advance of S 187th St. Closures+ continues to north of S 187th St. G 4 ! DELINEATION SHALL OFF-SET FROM 0 SB traffic will use center lane and return to A "''x`T ---SKIP STRIPE AS TO ALLOW MAX correct lanes after by-passing work area. .,4"Av` y.F-. f v..'W / LANE WIDTH FOR WIDE VEHICLES, 0 Center lane dosed to NB traffic on E.Valley Highway in advance of S 187th St.Closure m, F,'S` /_ /. -�y811 continues to south of S 187th 0 Traffic control shall be removed during non- {"""' titr4 +V6%a�� working hours. ROAD WORK 0 REASON: To provide a Sato and clear work !/ /m'�� // ~"EN, X AHEAD VV20-1 area for new grinding/overlay work f hr' /P AS \\ Standard Traffic Drumv'" (NIGHT WORN) (r / f r LEGEND !0 US OB/ OF " WORKAREA ANA m Y oa ea IN STANDARD TRAFFIC DRUM W f 2-401 ' ,'Y... 1r `Ikv` 'w';'\. Dellneat°r PDs[ MMmI„m wv DELINEATOR POST 48"x 24" 1 / ~ SIGN LOCATION / ! BY CAI PROTECTIVE/WORK VEHICLE I / / �` DELINEATOR POST SPACING MAY BE lgA"H� / C// / U2 ADJUSTED TO ALLOW SB TRAFFIC LEFT EXISTING TRAFFIC FLOW l TURNS AT INTERSECTIONSIDRIVEWAYS G202 "' / /fl r/ OUTSIDE OF TRAFFIC TRANSITION AREAS -- SEQUENTIAL ARRO WBOARD BY CONTINUATION LINE `TIF/ % // cmrrOLAN6 / UNI A, nntAu W20-5 �^ ROAD WASHINGTON Sip T£Tgq FFIC CONTROL L4, I WORK SUPERVISOR AI§BAD' 40 VV20-1 P Iwnw 4 �AIIII �( NAME Ch I ph G G se II INEIIOiY� �i TL9 CAROp 0101Pd EMP GATE 1/]LRO RO ENT GENERAL NOTES: W"' U.N 1 ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND CASURdC*Om CITY OF KENT GREGG City of Kent x. NOTIFY ALIL -OCAL.:Imr:.RcrNa:vsERvocEsoFCI.DsrrRe nnnem IF APPLICABLE sP.ra�so. wux HN D(SATES IMAmDurORYI. THIS SIGN SHALL HE DISPLAYED Garrett Inouye ]., ALERT METRO TRANSIT S DAYS IN ADVANCE OF ROAD WORK(IF DURING NON-WORKING NDDRB y APPLICABLE).206477-1146 3i&'Sm FBI fi rL1 PR°MVESIT cn7Y}A' 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY ACCORDING TO NOW 47,36,206 PROTECTIVE 253-856-5548 Kent,WA UNCTU 5, ALL SIGNS 40 LE X48RECOMMENDED OTHERWISE BE PWORK VEHICLE, yporve rvumeere ldq SHEET xuMe[a oaie 6 ALLSIGO MIN 49"%46"VNLEBS OTHERWISE SPECIFIED 15a 12I2•.fr LATE 7.. CHANNELIZATION DEVICES ARE STANDARD TRAFFIC DRU MEN ''�`'"` DELINEATOR POSTS YoR TABLE Tl for spacing Glslancesl. r. nerv'n BE.n„ 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE nru W21-1701 D;253.266.1410 INTERSECTION SANDIORDRIVEWAYS I� Chr$GfOSD 9 DEVICES SHALL NOT ENCROACH INTO AOJACENT LIVE LANES. 6.MAIL 10.ALERT AFFECTED BUSINESSESIRESIDENTS OF CLOSURE TIME51°ATEs. chrls@trafflcconlrelplan.net'. aPAGIN K, 1 TRAFFIC CONTROL PLAN PCMS KENT, WA N IGN "T"Tpo min PGMS -.-xrALLnWED v W E of aTR�.-E GENIEHLFFI W20° " i. LgNERNS OADS vI CLOSED wORK AIdEAD sec VV20-5L na )' av n _._. .._..... v ITT, FIELD LOCATE FOR OPTIMUM LEFT LANE "7tl" ' , SIGHT LINE TO TRAVELING PUBLIC AHEAD uD ARCA La nvalcxx rvn P er Nr •a ✓A /��/. ✓✓v I ,�r ,,,...� W4-AIJ( + J ✓ / ! MINIMUM LANE GLD"I'll-, I � "4/ �I Umm DELINEATION SHALL OFF-SET FROM L12 !�' ✓ /J 48"x 24" LIT51RE TAPER LENGTH I—) SKIP STRIPE AS TO ALLOW MAX J / �qW° a"j Ex0 LANE WIDTH FOR,WIDE VEHICLES. lj =J Air / i f " 9 �rC /'" t/ G20-2 Ar' .0 ery..1 4+P �..4 lra / � 4r/ •,Y Typical Work Area-LefGCenterLane Closure � y / ra� OrW2-4o1 O Left lane closed on 5-lane roadway on NB E. '_� Valley Hwy in advance of S 184th St. R3-2 r /E r✓ •"/' `''•. Standard Traffic Drum O Left lane closed on 5-lane roadway on SB E. .,..-. (NIGHT WORK) Valley Hwy in advance of S 184th St. O Dual closures create a work area in the 3 R F --- -- ✓ interior lanes of E.Valley Hwy. ,+' ' o "Right turn only"allowed from S 184th St. �'^ ".. .✓+,, _. j o Traffic control shall he removed during e� J !,/,_ ✓ WORK ROAD non-working hours. v,r�N' f / A \, AHEAD a REASON: TO provide a safe and clear work / ✓ area for new grindingPoverlay wark.. / / / F 18 x 24' Ai / / ✓ 8 a-xlv Sr LEGEND I / . .-.I ✓ W2-401 •�„� TO ✓ 15... , WORKAREA TR J " '�Y ✓-9=f„JA' �ti 11 i"1 H A i"I STANDARD TRAFFIC DRUM /'A/ J.,/ ~`' 41 SIGN LOCATION 1408 , , L. 1J2 C PROTECTIVE/WORK VEHICLE / / ✓/ /. X EXISTING TRAFFIC FLOW -Ln0 / / SEQUENTIAL ARROWBOARD x GZ�� '/J /J J ✓ X CONTINUATION LINE ! /� W4-2R,✓qqJL r P O JJ✓�'/ X.. CLOS of ... AHEAD Wq SXINGTON S LATE TRAFFIC CDNTROL / ,✓ WW20-5L SUPERVISOR ROAD WORK AREA �M WAR c"'Olpn Dcroso '"4y,1 INIIII TCS CARD 0 010 3< W20-1 'GOODS A K Er N T E+v ATE vama o We0XIMGTOH M zY+�''k,G,;. G GENERAL NOTES: LOry RRC OR 1 ALL SIGH"AND SPACING SHALL CONFORM TO THE RULED AND City of Kent - CITYOFKENTSPECS. IF APPLICABLE SDPERVBOR wom 2. NarIEVALI.I.DGAI.EIJ,ERGENCv sEFVIf,I=,oR CEDsuRE rllneB THIS SIGN SHALL BE DISPLAYED Garrett Inouye AND DALES(MANDAIORVI. y 3 ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROAD WORK(IF DURING NON-WORKING HOURS nG'IRTM Yum"'S'"Li ISO, L HAD - A'PC CA ICEI,206471-114° ACCORDING TO RCW 4].36.200 4 SI ON UPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY 253-856-5548 Kent,WA cSEDECTIVE v.DNE rvNR a"�I s.EET rvN.— DATE IONS 5 P SELECTIVE VEHICLE RECOMMENDED MAY9EA WEEK VEHICLE a ALL SIGNS AIN.49"%49"UNLESa DTXERWISEEPEGIFIEO 12123/17 1 G HANDED ARTI ON DEVICES A RE STANDARD TRAFFIC DRUM55ee wmnrvay.n'u 16a Lae L E(I)ba Pool Na m'Arlcell. axlaxrn.,.W FRI.mn—__.___...._____. ..___________._....___._.._ 6. ALL SPACING MAYBEAmusTED TOACCOMMODATEAT GRADE ° W218 1➢01 rihfl5 Clf05¢ OI pS9Q°!K-1d19 INTERSECTIONS ANOIOR DRIVEWAYS D EVIC E S SHALL NOT ENCROACH INTO ADJACENT LIVE LANES EMAIL F: 29'„1.2]la•rr^EISn 10 ALERT AFFECTED BVSIN SISESIRESIDENTS OF CLOSURE TOPPRATES, ChrlS Oct(aH CConI(O Pldn.net l IN •„I TRAFFIC CONTROL PLAN PCMS 1 mmM__....n KENT, WA .....7rT ..M„w ..- .__.,.- N „L"."I•,,, PCMS SNI11M 1 2 },yam ER erx IF CENT CENTER VIE -O 1- E -`\`rMY`/'-x„` LANE LANE VV20-1 CLOSED CLOSED RDAD W Wk IIY ,.. ...,. ... ...-...-., WORK n3 GHAM� FIELD 10 9EC ]D 9EC pHEAB ry -LOCATE FOROPTIMUMSIGHT LINE TO TRAVELING PUBLIC crrrtER9H cWsen / r pFG Er ,,..� BY IF ,� USE .,...„, '! NauNE-Ms f .. ... Ll2~ ✓f✓ ✓✓f✓f — ., - CL03ED D0 aHIFT /✓ / •4�✓ !f '�arfwwnpr�. 48 x 4 T FRIGNUM LANE E TAPER uLENGTH L um L _. ........ `,s +%1 f G20-2 D 6EC N SED ✓ ET Er IF FIE fiD LOCATE FOROPTIMUM SIGHTLiNE70TRAVELINDPNIKIc . N9 f �y ✓ yn6M W2-401 Tyyltr al Work Art1R Iti htlGenker_Lanr Clsu_re 9 r / u2 f BE o All NB Lanes closed Oil 5-Vane roadway on E. FIR / ✓ Fr .� Valley Hwy in advance of S 184th St. Closure `40� BE Valley / DELINEATION SHALL OFF SET FROM cc III nu as to north of S 184th St. ✓ PaA L� --SKIP STRIPE AS TO ALLOW MAX o NB traffic will use center lane and return to ✓ r✓ ✓' LANE WIDTH FOR WIDE VEHICLES. correct lanes after by-passing work area. / x✓ / O Center lane closed to SB traffic on E.Valley Highway in advance of S 184th St.Closure / 4 " ROpo continues to south of 5184th St. !' 4°M�✓ .Tn_...� w0Rrc o Traffic control shall he removed during non- rvwr'wtl ,q$j •"�. x AHEao VV20-1 working hours, f S 1 _, a REASON: To provide a safe and clear work �'t✓�� �✓ f✓ w area for new grind!ngIloverl BY work. Delineator Post STREET ACCESS MAINTAINED AT ALL DELINEATOR POSTTRAFFIC SPACINGMAY BE !A" TIMES. WORK AREA SHALL BE ' ADJUSTED TO ALLOWLLOW NB TRAFFIC LEFT E'.( ALTERNATED,AS NEEDED TURNS AT INTERSECTIONSIORIVEWAYS / OUTSIDE OF TRAFFIC TRANSITION AREAS f AA✓ /d��l" LEGEND / low _ f ="=3 WORK AREA Standard Traffic Drumrail 4 ✓ '•� (NIGHT WORN) •"II"I"I,^ .r` ✓ 4 STANDARD TRAFFIC DRUM W2-401 /✓ / I V-r ,ti, x0000 DELINEATOR POST ✓ �� OF d L /`' -�✓r ,rf 11 11 EH SIGN LOCATION 48"x 24" `� ✓ X F-7-1 PROTECTIVEPWORK VEHICLE f 0e wna ,,h /' 1A ' �_ EXISTING TRAFFIC FLOW ME ill ��✓ ✓ f , •,.;. SEQUENTIAL ARROWBOAR❑ /! / / ✓Ar✓ �! /✓ tiHOIAxE R4-2L CONTINUATION LINE RI / ✓,/ cfosfD ✓ /✓/• AHEAD ✓ /` 's< W20-51A wasewaro,v ware maFrrc coureoL RopO SUPERVIWORK SOR ROAD AHEAD W20'1 T^riO�F`I NAME. CN I51apA O6 IIH TOO DATE 19f0f Y4 "14tlIIIlYIII@ TOO OATP I/11,I0P0 KENT H x O O M 1.H..Fi L", Grq e. GENERAL NOTES: 1 ALL SIGNS AND SPACING SHALL C ONFORM TO THE M UTCO A ND ILOURI CITY OF KENT 5PECs City of Kent x. NOTII'YALL LOCAL IMI RNUI IV.`F 6l. VL Lvin CLOSSA,TIRES IF APPLICABLE wuivewvlsoR AND OATEB(MANDATORY). THIS SIGN SHALL BE DISPLAYED Garrett Inouye ] ALERT METRO TRANSITS DAYS IN ADVANCE OF ROADWORK(IF y APPLICABLE).206-477-1140 DURING NON-WORKING HOURS 1I GUER AI",nl 'Ui itfiIr LothfiN ".. 4 SIGN SPACING MAYBE REDUCED IN URBAN AREAS TO FIT ROADWAY ACCORDINGTO RCW47.36,200 253-856-5548 Kent,WA CONDITIONS" 5„ PROTECTIVE VEHICLE RECOMMENDED MAY BEAWORKVEHICLE, FINE Wnv1ER[Inx) 9REFlTxxMBEp DATE 6 ALLSIGNSMINAH)A40-UNLESS OTHERWISE SPECIFIED, 1Td 12f23f1y ]. CNANNELIIATION DEVICES ARE STANDARD TRAFFIC DRUMS& <:I DELINEATOR POSTS Rs TABLE(1)F r SpaI tll slan..U 09CFA AOTryIIS A LL SPACING MAY BE ADJ LISTED TO ACCOM MODATE ATG RACE 21-1]01 Chris Grose 0:253-259-1419 0 INTERSECTIONS ANUEl DRIVEWAYS. 9, DEVICES SH A LL NOT ENCROACH INTO ADJACENT LIVE LANES, S.MAII.rF F: 253-2]n-2250 10,ALERT AFFECTED BUSINESSEBIRESIDENTS OF CLOSURE TIMESIDATES, Crlfis0bratNCDenfrolplaB not. SIGN TRAFFIC CONTROL PLAN PCMS 1 KENT WA PCMS N ..- n ._ AFT"CROSs affig LANE W20-1 r W E a rr e CLOSED SHIFT ROAD (, AHEAD AHEAD WORK TA In ""' "' AHEAD $ x'sec zo sec P AR W20 5 FIELD LOCATE FOR OPTIMUMlater IANE / �GMANI SIGHT LINE TO TRAVELING PUBLIC COOSH, AHEAD PCMS 2r i 1p N RAIATFABil w,rrr °✓ ° a 4 PCMS / W4-2L GInNER LUNER.... , ,,,,„'�, Lt2r / I I CLOSED CLOSED / f/ / 48' x 24{" R IF �Fi�.,, �... �� ,u, / fill Niii E F r L I,­,I :o sec zD SEE G20-2 P ^ 1 d SIGHTLLOINECATEFO OPTIMUM L ATE FOR OPT) qr/g I 1 PUBLIC F. lypi al YW r r a- R hdCeRler Lathe Gp BHre /Ilol V O All SB lanes closed on 5-lane roadway on E. AN Valley Hwy in advance of S 184th St. Closure 1� / /�, f Highwaycontinues to north S 184th St. erect l In s after ef of by-passing or Closure � , 'x / �� / DELINEATION SHALL OFF-SET FROM o SB traffic will use center lane and return to '�~ `f" ----.SKIP STRIPE AS TO ALLOW MAX t. correct lanes after hy-passing work area '&N/ LANE WIDTH FOR WIDE VEHICLES. 0 Center lane closed to NB traffic on E.Valleys'`" continues to south of S 184th St. O Traffic control shall he removed during non r�IF tiSA p'S/44' working hours. Q'•tq /`, WORK r, ✓ti AHEAD o REASON: To provide a safe and clear work ., /�' / `., W20-1 area for new grindingloverlay work j_, ✓1^' // "�,,�Y StandardTraffic HNIG (NIGHT waR @HI tep �r 6 LEGEND lA2 xn ''„ / // IS..1.�1., I WORKAREA IdN d All m' STANDARD TRAFFIC DRUM V72-401 �,f ,�7 4 'f,., �. mm I �� _ Delineator Post Ix*ON n, DELINEATOR POST Ir/ H SIGN LOCATION 48"x 24'" r�-r/ , PROTECTIVEIWORKVEthICLE DELINEATOR POST SPACING MAY BE U2 ADJUSTED TOALLOW SB TRAFFIC LEFT EXISTING TRAFFIC FLOW / '�. TURNS AT INTERSECTIONSIDRIVEWAYS 320-2 / / /./ OUTSIDE OF TRAFFIC TRANSITION AREAS ,I. SEQUENTIAL ARROWBOARD CONTINUATION LINE CTMTR1AlNC / / jxr / CLUSEO J /.f AIX1 Ab ROAD WASXINGTON STATE TRAFFIC CONTROL A� WORK SUPERVISOR AHEADpµii^:WII4J{'�I,lµ W2D-1 M� 'rN . %o TGS MD eA G sa TCS Aua ENP DATE i31/1020 GENERALNOTES: w.SRI N o r O N G.Lrbnhr G.on- 1, ALL SIGNS AND SPACING SHALL CONFORM TOTHE MUTCD AND GONIUMAJION CITY OF KENT SPECS. IF APPLICABLE City of Kent 1. INOTREV AILL LOCAL EMERGENCY SERVICES OF CLOSURE TIMES BllrvigwlK4orz rind' 3.. ALERT METRO TNDABOR RANSIT 5 DAYS IN ADVANCE OF ROAD WORK(IF THIS SIGN SHALL BE DISPLAYED Garrett Inouye APPLICABLE).206-077-1140 DURING NON-WORKING HOURS II€' Ana Imo— WI1A 16. 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY ACCORDING TO RCW4l.36.200 253856-5548 Kent,WA CONDITIONS, 5. PROTECTIVE VEHICLE RECOMMENDED MAY BEA WORK VEHICLE, pH N Meere lmp SHEET xomsea 6. ALLEIGNSMINY6"%Y6"UNLESS OTHERWISE SPECIFIED. HE ISO 12123/17 T. CHANNELILIIION DEVICES ARE STANDARD TRAFFIC DRUMS& DELINEATOR POSiR)sea TABLE 11 lol spaeing tllslanc¢sf. om 9, ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE A G..rcvW211 0 1 Chns Grose 0:29325A-tlH19 INTERSECTIONS ANDIOR DRIVEWAYS 9 DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES. E-Mn,L F'. 2°y3.2Tn-225G 10,ALERT AFFECTED DU SINESSESIRESIDE NTS OF CLOSURE TIM ESTDAT ES, C hris@traffic con l rol The n.n et I6NER,IUBS x(„ TRAFFIC CONTROL PLAN pry//++p��p��++ KENTr WA N sv „ fMOIYN I} 7 v PGMS W ' .. E BETAPS _ NTERSEATIDENAIDCNG­ CENTLR NO LEE T' �NFFNIA—ANG DAY BE eo w URBAN A CEE To rrt 111F A' LANE TURNS S TAULE1Y A CLOSED ALLOWED If GNARFL1YArIOM BfY4LE AeACIHb({pglt &V SEO W SEE �➢�' KKpm a FIELD LOCATE FOR OPTIMUM ^2Jp� � SIGHT LINE TO TRAVELING PUBLIC ✓ . e`e /' gb "u �,� I A,� + j / ✓ ✓ �, /° ✓ ✓ 'r✓ F111— AT NET e ! DELINEATION SHALL OFF-SET FROM FINIMEN!LANE L (YIN SKIP STRIPE AS TO ALLOW MAX All1 o,1P aw N+ +, LANE WIDTH FOR WIDE VEHICLES. /✓ I/ j 1 I I pp ✓ / TyprcA!MQrkmArea Left/Center Lane Closure ! Standard Traffic Drum O Left lane dosed on 5-lane roadway on NB E. ! ✓ ,.- (NIGHT wDRH) Valley Hwy north of S 184th St. ✓ �,j% `"/ O Left lane closed on 5-lane roadway on SB E. ,rf_f ° ' ^"'✓ Valley Hwy south of SW 43rd St.See PLAN 19b. O Dual closures create a work area in the 3 '7` / -"'/-y •-� Interior lames of E..Valley Hwy. !/-(,/_... BE "Right turn only"allowed from all driveways ..,, .._ ALL DRIVEWAYS WITHIN WORN AREA within work area. x"1` /^ /' SHALL HAVE THIS SIGNAGE DISPLAYED o Traffic control shall be removed during non-working hours. .3,4` ✓✓ / ' / INSET A BEAT FOR HIGH O / /" ✓ WBRR VOLUME REASON: To provide a safe and clear work / -" '•' A1H..wzD-i DRIVEWAYS area for new grinding0ovarlay work, - � f-� / ONLY !../ ��/ ! DlsrancE / / "" - ✓ VARIES .............r.. / ! an{w MANDATORY Pof LEG e -401 ,., ,.,.,., /4•r�....!//e N:4',. WORKENS W2 � AREA /4 !'�.:!0 oo m.T w M STANDARD TRAFFIC DRUM ✓a4vlr ".,,/ �-I SIGN LOCATION 41 4 ✓ L12 BE, FSLL PROTECTIVEIWORK VEHICLE !F✓l✓ fl ��,° X EXISTING TRAFFIC FLOW 48 x 24" P / !✓ !! u SEQUENTIAL ARROWBOARD r G202 / ✓ / ! X CONTINUATION LINE / y/ ! ✓ LEETLANE W4-2R /'4f�f ! /f f e X CLOSED ARAB 4VASHINOTONSTY"FARFFICCONTROL AT f W20-5L SUPERVISOR ROAD uu&uI14@pY�MA. WORK IPK "uYyyq e AHEAD Its 1p NAME:Ch"'AN"erOGras ,,yam Ilm' rcSURDa BUGG, W20-1 4`"'rmul(p1,Wya"AN KENT ExaGArEr'LTmaeo 4! WFsHIHaroH 0—TAwHu'4rnz GENERAL NOTES: rnrvrancra, 1. ALL SI ONSAND SPACING SHALL CONFORM TO THE MUTCD AND City of Kent CITY OF KENT SPECS. IFAPPLICABLE UWASTAGAND ANA '[. NOTIPYALIL LDCALEMEr44YENCYG RViCEBOFCLCt6L1FETIMN P A NO nnTAN(MANDAB-Or Yl_ THIS S IGN SHALL BE DISPLAYED Garrett Inouye ] ALERT METRO TRANSIT S DAYS IN ADVANCE OF ROAD WORK(IF DURING NON-WORKING HOURS H y ,Ai : p [a 1'.'1. I APPLICABLEI,2asm]-nao ACCORDING TO RCW 4T.36.200 r 4. SIG N SPA CI NO MAY BE REDUCED IN URBAN AREAS TO FT ROADWAY 253^8585,i48 Kent,WA CONBITIONS, , PROTECTIVE VEHICLE RECOMM ENDED-MAY BE A WORK VEHIC TO F.IMHERNe.T SHEET NU ER HATE 6 ALL SIGNS MIN 46'%46'UNLESS OTHERWISE SPECIFIED 19a 12/217 ] CHANNELIB TION DEVICES ARE STANDARD TRAFFIC DRUMS(see TABLE(1)1.....FG,&III cesJ, A' PIILY/trRkfl dq 6 ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE Ar-GRADE rv¢evw2T 1701 Chns Gn Se 0251-258.1419 INTER SECTIONB ANDIOR DRIVEWAYS 9. DEV ICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES RT Y'..MAIY.'N]� F: 25,T.2Te."j,'j6O 1N ALE AFFECTED BUS INESSESIRESIDENTS OF CLOSURE TIMEBIOATEE,. Ch115yytrdrrlC6UlYrPOPId11.dIDr. REFER TO TCP PAGE 1a ALL DRIVEWAYS WITHIN WORK AREA TRAFFIC CONTROL PLAN FOR SPACING CHARTS SHALL HAVE THIS SIGNAGE DISPLAYED KENT, WA INSETA //, FOR HIGH N PCMS n VOLUME *� WOPK MANDATORY �WRB.n4 DRIVEWAYS Contact WSOOT NW Region Radio W E W20-I ONLY app a Smn prior to start a, PCMS olosure and again Immediatel alter "---- — --" DISTANCE 9a Y 4 VARIES opening ROW. S cENTeR Nn iEiY ,a¢._.-.........._._.. 206.440-4490 LANE RNS CLOSED ALLOWED -- - - 3.0 SEC 20 SEC \18, ' �r W20-1 FIELD LOCATE FOR OPTIMUM �D � MANDATORY R�ARD T ioal Work Area-Lett&enker lane CVosur'vv AidEAD SIGHT'LINE TO TRAVELNNG PUBLIC W3.D e W20-5L �__�._......... __..._ ._._... LEFT IANE cL. o Lek lane closed on 5-lane roadway on SB E. n"AD Valley Hwy in advance of SW 43rd St. o Closure continues south of SW 43rd St and creates a closure of the 3 interior lanes on / / f / 48"x 24" E. o advance of SW 43rd St shallhegmaitained. W42R y/� / / IG20©A ValleyLeft Hig Highway in hway. MI 2 O UPO's to control all travel movements within intersection. Signal shall flash RED. O Traffic control shall he removed during non- / / y AdWDCe wam Nlg SHEDS s L �•. / "7 spacad @/xl or as space working hour / NEWS. \, / S / �1:y" a REASON: 'rG prnuide a saps and ofoar work See sign spacingchart. y "1 /Try / ,�+ area for new grindingfoverlay work. 14 �, . / .r�'L W34 W20-7A /141 TV. PRTPAaeeu T / s'TDry 18"X 24" ROAD / fAi WORK KRCP K A' '*� / AHEAD SW 43 ST I �I / W20-7a VV20-1 H94NT - �fr��.+rl�/ffi�f��i�� aka — t IC P-° tl — — PO& = r r ' ���✓✓---- LEGEND ♦♦ ,,W2D 7a ROAo ./ I y/ WORK AREA WORK �' •V �( AHEAD / � "xj / df'"=,." n � STANDARD TRAFFIC DRUM PPEnm¢eD 1 ( N SIGN LOCATION swmP W3 4 / Q? ✓ ■ / X W20-7a La—,I—1 PROTECTIVE/WORK VEHICLE Slanda"Traffic Drum / / II`"+,,• (NIGHT WORK) _././ EXISTING TRAFFIC FLOW ITEM / TWO_"'_ TM - 'PREPARED I;if;•'.. SEQUENTIAL ARROWBOARD / "we - Tit / SHOP W3-4 Hp , 9{F, WASHINGTON STALE TflAFFIC CONTROL DELINEATION SHALL OFF-SET FROM SUPERVISOR SKIP STRIPE AS TO ALLOW MAX IMry LANE WIDTH FOR WIDE VEHICLES. YpXVili''R'A NAME Fp CN TCS CARE 1 010I11 NNIyIIIIIIWIIh K E N T E%Pi GATE 1/3LP010 GENERAL NOTES: wes H�NOTDn pWsroPl't.cnnn 1 ALL aIGNR AND SPACING SHALL CONFORM TO THE MUTED AND CITY OF KENT SPECS. ((pN(npCyWl{ 2 NOTIFY Ao.J..LOCAL EMERGENCY SERVICE&BE CLOSURE nINe P City ofKent ALERT AMETROTR(MANrANSITr 5IDAYS IN ADVANCE OF ROAD WORN UP IF APPLICABLE 6DREPnxux w APPLICABLET 206477-1140 THIS SIGN SHALL BE DISPLAYED Garrett Inouye n A SIGN SPACINGMAY BE REDUCEOIN URBANAREAS TO FIT ROADWAY DURING NON-WORKING HOURS 'Co.'NV rrp."tl I '. AC' LGY„MM CONDInDNO CN 5 PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORN VEHICLE, ACCORDING TO REW 47.36,200 253.856-5548 Kent,WA 6, ALL SIGNS MIN,48'SHE UNLESS OTHERWISE SPECIFIED. T, CHANNELI2ATIDN OEVICESARE STANDARDTRAFFIC DRUMS B 1 .ANSI[ra'H EBIN P LGIC DELINEATOR POSTS Isee TOR page 1.for spacing cMrfta) 1911 12/23/1 Iy B ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE ._._ —.— ... INTERSECTIONS ANDIOR DRIVEWAYS, ry GGrmlt Bry 9 DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES " IAlat-H/D� ylrriS Grose D ZSA'SJ0-f Arg 10,ALERT AFFECTED BUSINESSESIRESIDENTS OF CLOSURE TIMESIDATES. I Hn.COU,YWBDOT BDAYSWADvawrr:oP CLOSUREIMANDATORY), EiA4ML E. 254,R7o-x'iso Chris�traftiecoDlTolplaR.nt DIDN,=.FIND F.(1) 'i TRAFFIC CONTROL PLAN KENT, WA =CMS N 'AL =CMS W E z TA FANNIE ISDnANHELIlAr IPN eEVlp ' L OBEDS SHIFT Ills '^fYCA BPPM1p4® 14 II AHEAD AHEAD p DEII1CatOr P05[ ' ry'II FIELD LOCATE FOR OPTIMUM BUFFER DATA SIGHT LINE TO TRAVELING PUBLIC �., /✓r ! / . LONGITUDINAL w SPACE ( ! / R ROLL AHEAD 1 'S BREAK l.lC DEL NEATORS ATBel I „ ,� INTERSECTION // .! s ( . '� �^ � SHALL ALLOW LEFT TURNS 1't" ��.� / FOR NB TRAFFIC •,� ! av✓ "1' / 8AT -...._ °° ° BE NII� ^E" / f OT / t I j fI ty'A^ AS Ty. l,Wgr_hArea_R1gb_taL BLr,La,Pg Gt m OF ✓ ",,"J O All NB lanes closed on 5-lane roadway on ! E. II 'd6 Valley Hwy north of S 184th St. NAL 4�d� ! DELINEATION SHALL OFF-SET FROM o NB traffic will use center lane and return to .,. .. ! or ✓. correct lanes after by-passing work area. ✓ ,ya - .-SKIP STRIPE AS TO ALLOW MAX O Center lane closed to SB traffic on E.Valley !/ 6'.d�/� E " LANE WIDTH FOR WIDE VEHICLES. Highway south of SW 43rd St.See PLAN lob. fW LLT`r- o Traffic Control shall he removed during non- / working hours. ✓ p'`w "'"f"""' °r0 STREET ACCESS MAINTAINED AT ALL O REASON: To provide a safe and clean work `"w� ,g�' ;«' -TIMES WORK AREA SHALL BE area for now grindingloverlay work. 5�$� w!-- !, ALTERNATED AS NEEDED SAME FRAFFIC CONTROL SHALL BE IN PLACE FOR A66 DRIVEWAYS WITKIN WVRKARXA SPJ;INA,71AP fSON,311b30I DO PUT m�_;� 79kifuIDBEN1PNroh PUT Pfikf r. ! LEGEND SO owl / Ad 'A Ew S,:;�. S3 WORKAREA WO Standard TR Drum a[� 4 / .��..7. Inucer WORK) x/ --✓.-/ a nr uY STANDARD TRAFFIC DRUM OFTy an y W2-401 r '"j+ 011 4Y DELINEATOR POST ! f U2 H SIGN LOCATION ✓ T' ! � Au Yr�_ �`w �•,� / !b / /^ FBI PROTECTIVE/WORK VEHICLE EXISTING TRAFFIC FLOW 48 A24' /' !/ X ' / ' SEQUENTIAL ARROBOARD CnonowoxaI�7• / �/ ^'i' W AS G20 2 �`'•1f Be / �, LSee l2 X �I CONTINUATION LINE / ✓ W4-2L / X Olcl"as D AxraD / W20-5R wasewcrDiu sraiE iRaFrrc ioura"oi"" ROAD SUPERVISOR /y WORK #'�.�r�y dIOEAtN 4�Ja/y W20-1 ���Wlllli[iny01t4� , .,IF and en DG tS" A .Y T TCS CARDtl °Ia144 V "M EXP GATE 1/9I..i Wn 5tle DOOM 'UI,lLFAlTU cant GENERAL NOTES: 1, ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTOD AND f,PNYRACIl4 CITY OF KENT SPECS City of Kent A NOTIFYA,L L LOCAL EMERGE AC(MRVIOPS e1F e0.ASURE LEE A IF APPLICABLE y(IpELLSOR ARE, AND HADESS(MANDATORY). THIS SIGN SHALL BE DISPLAYED J. AL ENT M RISE TRANSIT 5 DAYS I N ADVAN C E OF ROAD WORK(IF Garrett Inouye APPLICABLE(, 295 L7.11,D DURING NON-WORKING HOURS x&T"AITmGTA'IIr1,eeY x dLC L 4, SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY ACCORDING TO RCW 47.36,200 253-856-5548 Kent, WA CONDITIONS 5 PRO TECTIVE VE HI LE RELOM MENDED-MAY BE A WORK VEHICLE. II4 YNLLMIYK'Po IIxx4 "A",Names", 4fiW 6. ALL SIGNS MIN.46"%46 UNLESS OTHERWISE SPECIFIED, 20a 12/23/17 1. CHANNELIZATION DEVICES ARE STANDARD TRAFFIC DRUMS& l DELINEATOR POSTS fees TABLE(1)for spacing distances), \ ^^ Tyl AN' �"�"�® B. ALLSPACING MAY BE ADJ ESTEE TO ACCO MM ODATE ATGRAC E 't.\ "^IW21-1701 Chris Grose 2253258-1419 INTERSECTIONS AND/OR DRIVEWAYS, 9. DEVICES 5 HALL NOT ENCROACH INTO ADJACENT LIVE LANES. FBI,, "FI 253470-2250 AS ,ALERT AFFECTED BUSINESSESIRESIDENTS OF CLOSURE TIMESIOATES (II{Ijpylrafflt(:nntrorpaY.net REFER TO TCP PAGE 1a ALL DRIVEWAYS WITHIN WORK AREA TRAFFIC CONTROL PLAN FOR SPACING CHARTS SHALL HAVE THIS SIGNAGE DISPLAYED KENT, WA INSET A N OR HIGH _ ryATKp[w VOLUME MANDATORY ff KItN947 woND p1IVEWAVS COnt at W500i NW Region Radio W E IE D'lM1ZO�tl ONLY appraX Sinn prio to Start of PCMS closure antl again immediately alter ¢ "" DISTANCE opening ROW. g .,._,..,.....D ..,,,,.._....... VARIES �1 C AA AAp DENTED NO �1---...-------Y GU V-YYO-YYJU LANE CLOSED TURNS to ABC sec FIELD LOCATE FOR OPTIMUM eli r MANDATORY SIGHT LINE TO TRAVELING PUBLIC ktfnR ..�__ Typical Work Area-Fti htYCenter Lane Closure 401j s / O All INS lanes closed on 5-lane roadway on E. Valley Hwy north of S 184th St.See PLAN 20a. O NB traffic will use center lane and return to / / 48"x 24' correct lanes after by-passing work area. / / ." / aanthe 0 Center lane closed t0 SB traffic on E.Valley W20-1 // /./ / / --_ Highway south of SW 43rd St ROAD G20-2 0 UPO's to control all travel movements within WORK intersection. Signal shall flash RED. AntPA, O Traffic control shall he removed during non- W3 ,,`0. / / advance vlarrling sons gE / 'iT^ spac6d @(X)or a6space working hours. PIUPAD�PED / / .�' avows. STOP / / �S,y See sign spacing chart. 0 REASON: To provide a safe and clear work area for now grindinytoverfay work. • / / t0., W3-4 / ec / / PREPARED ._ W20-Ta // 1��F/ k. O 18 x 24" STOP J / ROAD / 0WORK WEEP / AHEAD SW 43 ST W20-7a VV20-1 mawrJ /f////!/✓/Jl/✓s/!/JJ/ dti\IS 180 ST) Rq 7 PULME rQLJCE = r r = A s'a W201 W20-7a / " ✓ - WOK ■ /'// Ap >A1 LEGEND s A, _ 7 AHEAD � // '� /� k WORK AREA nE mnUrp Pu b III 4 a II A STANDARD TRAFFIC DRUM srDl W3-4 % 11 0 cnmw DELINEATOR POST Delineator Post C7nf q'� S� / .,,, II W2C-7a jy} �,Q ✓ - `�, 41 SIGN LOCATION 1 �g4ti' j ,U PREPARED LT— PROTECTIVEIWORK VEHICLE Aran W3-4 EXISTING TRAFFIC FLOW pAC va Fc'� Standard Traffic Drum (NIGHT WORN) ................. WASHINGTON STATE TRAFFIC CONTROL BREAK IN DELINEATORS AT DELINEATION SHALL OFFSET SUPERVISOR INTERSECTIONSIDRIVEWAYS FROM SKIP STRIPE AS TO uSON441 SHALL ALLOW LEFT TURNS tl'0 V Name cn,mlopna.D ALLOW MAX LANE WIDTH Tca cA" mou4 FOR NB TRAFFIC `+;,I Imo"E 11L'1 T ern uATe+,rrzozo FOR WIDE VEHICLES. ewI �1 G�'M GENERALNOTES: W.BIIPOTDx 1, ALL SIG NS AND S PACING SHALL LONFOR M iD THE NEWS AND CITY O F H ENT SPECS, CEHIAII na a. NOTIFY AIL,LOCAI.EMeRaeacYseavlce:l Or CLOSUraa vNEs City of Kent AND DATES(MANDNIOR`Q' IF APPLICABLE IATa:WiRNIAsrn urw+ 9. ALERT METRO TRANSIT 5 DAYS IN ADVANCE OF ROAD WORK(IF APPLICABLE).296-477.114D THIS SIGN SHALL BE DISPLAYED Garret[Inouye 4, SIGN SPACING MAYBE REDUCED IN URBAN AREAS TO FIT ROADWAY DURING NON-WORKING HOURS COO,,1Nu.AIT1 S"' IC LUCA'91 PROTECTIVE ACCORDING TO RCW 47,36.200 m NS 5, PROTECTIVE VEHICLE RECOMMENDED MAYBEA WORK VEXICLE, 2S3^S5B^SBQB Kent,WA 6 ALLSIONSMIN 48"Xta"UNLESS OTHERWISE SPECIFIED p IP Md AyAnl L:I 1e[ _mmm.. envC T. C HANNELIZATION DEVICESARE STANDARD TRAFFIC DRUMSB n/ DELINEATOR POSTS(see TCP pogo la for spacing cM1aNs). M1 t1 12123 17 6, ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE AT GRACE PpCyAnEReY"""^"" INTECES BHA S NOT ENCROACH ROACH INTO 9, DEERSECHALLNOTENWOACM INTO ADJACENT LIVE LANES. MuuW211701 Chris Grose O.2,a^a50.144g 10.ALERT AFFECTED BUSINESSESIRESIDENTS OF CLOSURE TIMESIDATES, BMAA mw F'. 253,270,2250 19.NOTIFY WJDOT S DAYS 114 ADWAWCG OF CLOSURE(MANDATORY), chrisf0ttalficcontrolplanmet TRAFFIC CONTROL PLAN smu sPALIN x tnl CMS KENT, WA N r MS wtrL ii.±... x _-.. a HN.CE a Nr E 121 LIB APACING MINI BE REDUCED IN UFFIR pp NO ?, 111 LEFT �u� S SNANSMEISS Rom orva TURNS Wf __ pl, { 9 ry 20 SEC gyp 9. � FIELD LOCATE FOR OPTIMUM SIGHT LINE TO TRAVELING PUBLIC ✓ F ✓ / I, LurI n 2KJ M STREETACCESS MAINTAINED ATALL I �III TIMES WORK AREA SHALL BE _ UN i r;,E _ AT A,I R ALTERNATED AS NEEDED,� ✓'� AA! /✓ 6 SAME TRAFFIC CONTROL SHALLBE --.�/_ ✓ • y J_ H ]� IN PLACE FORALI.DRII I 11WIrNIN WORK AREA f °,NUU`""' REgiddRkmlLNLrD1=7�u1 J T Ip nal WOrK closed on 5-I �. _ Ares Rag 6Lt/Ce ner La t �?e l Ctasupe � r one �1 �'�°' O All SB lane 5-lane roadway an E ��^� /6 Valley Hwy south of SW 43rd St.See PLAN 21h. YP O SB traffic will use center lane and return to KI, `� ✓ DELINEATION SHALL OFF-SET FROM __ correct lanes after by-passing work area. w-" "��"/•- .✓ � - ----SKIP STRIPE AS TO ALLOW MAX o Center lane closed to NB traffic on E.Valley �yP �'q - / LANE WIDTH FOR WIDE VEHICLES. Highway north of S 184th St. ✓ ✓ O Traffic Control shall he removed during non ✓ ✓,ya.+ , / working hours. ( I ✓ /y0 BAN O REASON: To provide a safe and clear Work �,' •f. y, Delineator Post area for now grindingloverlay work, ,w,-,.-„ - .. •` BREAK IN DELINEATORS AT f_-f/p'� ✓/ INTERSECTIONS/DRIVEWAYS SHALL ALLOW LEFT TURNS REND ^ �' / FOR SIR TRAFFIC Standard Traffic Drum Iu ~ � (NIGHTWORK) Mli 1111 1 / ri ANNqD' LEGEND AN Ll2 •, // �1b WORKAREA �� I4 or uu INN STANDARD TRAFFIC DRUM W2-401 yy / ✓ 1' 0O0aW DELINEATOR POST .,...r.... / / SIGN LOCATION 48"x 24•' 1 o./ .,,• H-1 I PROTECTIVE/WORK VEHICLE �mmDw6Rxu ✓ '� /r rVT11 L12 EXISTING TRAFFIC FLOW G2D-2 •``EI �/ f / r r / CONTINUATION LINE CEN IBM LAW CIOSED / / W20-5 ......-....,,, ....................... ROAD Wq SNINGTON STgTETHq FGILCONTPOL WORK .SUPERVISOR AHEAD�. SwwW4W20-1 000J0. Sy 14IM 01� �,�I ics nwon old I Gioee K E p� EXp OgTE liJi(1030 W A 9 x I N O TON (�{�vvAvr+l+ev 4vo W GENERAL NOTES: 1, ALLSIGNSAND SPACING SHALL CONFORM TO THE M UTCD AND CtlMf1'MODR CITY OP KENTSPECS IF APPLICABLE City of Kent z P011"ALL ILaGAI-CWH,OENCY 3ENVICr.SCFCf_G WR6:HINS3 .111SMING .__ w AND IDAID I PMANnA1'nRv), THIS SIGN SHALL BE DISPLAYED e Garrett Inouye a ALERTMETROTRANSIT SDATSINADVANCEOFROADWORKIIF DURING NON-WORKING HOURS y APPLICABLE).206-0TT-1140 I. mm I^I�'wj w111)" LIx.KIN 4, SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY ACCORDING TO RGW 47.36.206 CONDITIONS, 253-856-5548 Kent,WA S PROTECTIVE VEHICLE RECDMMENDED.MAY BEA WORK VEHICLE. 1I4c NVMVG`"I'll 61,11,"I'MAN. 6, ALL SIGNS MIN,46'X 46"UNLESS OTHERWISE SPECIFIED 21a i2113{17 T C HANNELIZATIDN DEVICES ARE STANDARD TRAFFIC DRUMS S, u ' DELINEATOR POSTS ISee TABLE It)(Or spaclP9 tllslences). L eT 9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE °xrW21-1701 INTERS TIONS pNnIOR nRIVEWgYS, CM1FISGroSe O 2Ja'-u.A6^t4.19 EC 9 DEVIC E S SHALL NOT ENCROACH INTOADJACENT LIVE LANES, FI 2$'•$„2Tn-225a 10.ALERT AFFECTED BUSINESSESIRESIDENTS OF CLOSURE TIMESIDATES Dk YI$4pg(ra11M1CGeblrop3RF.BEt REFER TO TCP PAGE 1 a ALL DRIVEWAYS WITHIN WORK AREA TRAFFIC CONTROL PLAN FOR SPACING CHARTS SHALL HAVE THIS SIGNAGE DISPLAYED MANDATORY KENT,WA INSETREIGN ppoa.5rI pro rloslartot PCMS AlMpAU YGLUME tl a dlalel n ane d DRIVEWAYG opening ROW. Ya after W - E ...- W2o-1 ONLY 206 440 4490 PCMS mAR'NCE �a� S VARIES SB LANES LANE +H= -- ---► WZO V CLOSED GHIFr ROAD AHEAD AHEAD � WORK _.... ....____ AHEAD 18 x 24" 'v,y,yll W20-5R S IG HT U N E TO TRADE LI NG P U BLIC (y� RilLOSED if r ✓ �mn FIELD LOCATE FOR OPTIMUM AHEAD J / O� wLvi MANDATORY f Ty�c�IWo�kArea�Righ�l�entcr,Larkle�Clas�re, I � f r f / f O All SB lanes closed on 5 lane roadway on E W4-2L Valley Hwy south of SW 43rd St. f ✓ o SB traffic will use center lane and return to f / ✓, // 48"x 24" correct lanes after by-passing work area. ea0 o Center lane closed to NB traffic on E.Valley ✓/ `✓ / f Y�— RBM,w9aw� Highway north of S 184th St.See PLAN 21a. ✓ ,: G20-2 0 UPO's to control all travel movements within k. 4"ff r f f intersection. Signal shall flash RED. O Traffic control shall he removed during non- *.: 4, "'9 1 ✓ ,y, Advance warning signs ✓ 'T spaced O(X)OraBBpaOe working hours. `e' allow:W20- /' / ,h{y'*� See sign spacing chart. a REASON: To provide a safe and clear work f -t.� area for now grindingfoverlay work. ,r k, W3-4POSO 1, Standard Traffic Drum WIwMk 4(✓/ /11-4v ' � Ya to (NIGHT WORK) '}/'�// /,n,// NYDP 18 XZ4" + ROAD ME, sky q / WORK SW 43 ST In I �,..� fF W20-7a AHEAD VV20-1 (S 180 ST) R4a �,,,,,�� %✓!///1//J//lr/�////i/ p — 4"IE FIT 1 WIII e4 .mow wyt ®, 4wY o°'�m � 2L _ r W20-1 ROAD .s LEGEND AHEAD ✓ ��F W20 7a ,/ WORK rf K ����� WORK AREA 1 . RIGHT enlor ^4- 4�. �/ "� Is"'°u N"° STANDARD TRAFFIC DRUM CLOSED F kv f 4 AHEAD �, �.�.d Din aIla DELINEATOR POST W20-5R --,�•L ks` q Ill o4 X VV20-7a sH SIGN LOCATION u77 PROTECTIVE/WORK VEHICLE BE So CPA0.e0 as Y4v1_ w r0 EXISTING TRAFFIC FLOW. %RE, W34 Delineator Post SEQUENTIAL ARROWBOARD �� O f Apt ' BREAK IN DELINEATORS AT w4SNINGTONSTATETRAFFICCONTaOL DELINEATION SHALL OFF-SET FROM INTERSECTIONSIDRIVEWAYS SUPERVISOR SHALL ALLOW LEFT TURNS OLIVES SKIP STRIPE AS TO ALLOW MAX . NAme cnnamPne.D G.a,e LANE WIDTH FOR WIDE VEHICLES. FOR SB TRAFFIC mn� 't,"M K E T TCS 04TE 1 011111 N"MIIpy,MN6 u�L�' EPA DATE 1/3120R0 GENERAL NOTES: WnsnlaGTOx 1 ALL SIGNS ARE SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT SPECS. Yes"PrAC1Gp %. NOTIIY0.11.LOCALIINI tl(Gf:IJf,Y tiF.RVICLS pF CLOSURE T'IM'ES City of Kent AND lrXE'iMANDABORNf. IF APPLICABLE avPnNmagw - wua 3 ALERT METROTRANSIT5 DAYS INADVANCE OFROADWORKOF APPLACABLE),206477.1140 THIS SIGN SHALLBE DISPLAYED Garrett IndOye 4 SIGN SPACINGMAV BE REDUCED IN URBAN AREAS TO FITROADWAY DURING NON-WORMING HOURS rY 9N. M .:IYo 4x1 CONDITIONS. ACCORDING TO RCW 4].36.200 253^BSG`C4BA8 Kent,WA 5 PROTECTIVEVEHICLE RECOMMENDED MAY BE AWORK VEHICLE 1 6, ALLSIGNS MIN 46"%46"UNLESS OTHERWISE SPECIFIED Iscrun,r—lar.Inv) eneerxum1— once ], CHANNELF[ATION DEVICES ARE STANDARD TRAFFIC DRUMS6 21h 12/23f17 DELINEATOR POSTS sa a TCP page 1a fogspacing chaasl. �luei a, ALL SPACIN G MAY BE ADJUSTED TO ACCOMMODATE AT GRADE rua y- . pn 9, DEVICES SHALL NOT ENCROACH INTO ADJACENT LIVE LANES INTERSECTIONS ANDIOR DRIVEWAYS , W21-1]Ol ChrisGrose 0 p5}.2Sa:fA19 10 ALERT AFFECT'D BOSINESSESIRESIDENTS OF CLOSURE TIMEaIDATES. F. ]elD.2yH-2Z50 15':E. W BDo-I S Ow,IIJ ADVANCE,OF CLOSURE-EMANDAI011 DID ris@trafficeontroIplan.nel N'Gry W20-1 TRAFFIC CONTROL PLAN Roao WGRK j KENT, WA AHEAD N as za° AFFA X n ' W E yr e„,RGn ro s. 1 CA t PI@ni pA01E .. AHEAD I I I I G20-2 S .. - W20-3R I K L1.II I V I ° I Standard TWO Drum n R v I fl (NIGHT WORK) �.....T . � ; W4-2L 'X BIG E D I I M ,L' TyppcalANmrk AreamRghtlan�_C1osuNe' A, N is° 4✓I V 0 Right lane closed on 5-lane roadway on NBISB AL an L 4'ensNELRhuON oLacc ••:>MB" V E.Valley Hwy in advance of typical cross street spnDwn rE.naa. .uvl location. Closure continues to north/south of 1 ° �n cross street. .' N .....".�" Dr vErempnea ___ "I 0 Right lane closure can be applied to any typical sigh mM 4r . I cross street within project area(NB or SBj. W3 4 X mj I 0 FLAGGERS shall cross pedestrians to opposite I I side of street in advance of work area to bypass w, work area. ,........... I O Traffic control shall he removed during non- working hours. W20-7a 1 I X • m I O REASON: To provide a safe and clear work 7. I I area for AGA crosswalk ramp install.. n fl I I 1 ° 040 PCMS 1 I A I I ° I dal PCMS TYPICAL CROSS STREET szv List --"--- Re X Ali ( 111111 AHEAD #'nFfpARG I TOSTOP l I I I � 10.9EC 20 9EC 4VV20-1 FIELDLOCATE FOR OPTIMUM SIGHT L INE TO TRAVELING PUBLIC W20-7a LEGEND mh I V Iw X PCMS in I 1 Vur • .,,. ...- WORKAREA mu ICI IIIPcros of 1 111 Au FiAocER STANDARD TRAFFIC DRUM X I I AHEAD n2R RE ♦i SIGN LOCATION 1 I I �m se TESTED warvaneD —.----- he I ( IIIII � ro su RED zN sec PROTECTIVEPoVORK VEHICLE E ' '91Qp W3 4 FIELD LEGATE FOR OPTIMUM i I or L SIGHT LINE TO TRAVELING PUBLIC EXISTING TRAFFIC FLW O m SEQUENTIAL ARROW80ARD ( V I wa >':''' FLAGGING STATION n ll m < I I I I X w4-2L I I e0`KW11H VDN During hours of darkness,FLAGGER stations SHALL be fl X wA s H H illuminated without causing glare to the traveling public by fl I { *CGLHOTS 20 5R . ..,.,.usinga portable light tower or approved alternative. ° I I --...__.. WasnlrvcWAC 296-155-305 Section 9 c fl SUPERVISOR I X 48 1C 24„ 1 fl NAME`""A"M1ai .... ROAD TCsc p rz Aao om < G20 WORK SAP Aare IIIINEo �R94U WpW�'-""- - � I� "`y V ( � ♦ AHEHOCrnse- GENERALNOTES;, 2 I I It 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCU AND PCMS GCNTRACTOR (ITY aPKENvsPEcs. City of Kent 3, NOTIFY ALL LOCAL EMERGENCY SERVICES OF CLOSURE TIMES 9UV'f!0.N rypM1 W ALERTND METRO ETROTRANIT Garrett Inouye 3. ALERTTABLE) TRANSIT SDAYS IN ADVANCE OF ROAD WORK IIF y SIGNAPP SPACING MAYBE RED v 5 y IivaT'--""-"- RwvJ 6n t, new 4, SIGN MAV DE REDUCED IN URBAN AREAS TO FIT ROADWAY yM53-i1S5hr-J51IA Kent,WA CONDITIONS, 5 VEHICLE WORK VEHICLE. PHASE.NIPFJm1 tl1ktl 14 {dl ] ALLSIGSMIN,AM UNLESS OTHERWISE SFECI , CHANNELA➢ONDEVICES ARE STANDARD TRAFFIC DRUMS 22a L2/23I17 TABLE SA)N MAY BE ng ADJUSTED "532 9. ALL TERSECINGMANDIOR DRIVEWAY ACCOMMODATE AT Chris Grose E;2$3-2$8-EQE9 INTERSECTIONS ANDIOR DRIVEWAYS S. DEVICES THEALL NOT HECTIC SETS SS ESERSIDENTROAC"INTO ACENTLIVESU LANES. E-MAIL F. 253-2T02250 1N.ALERT AFFECTED SETS SS OF CLOSURE iIME510ATE5. CIIr15 nQlydfflCC0111rDpldn.n21 PROJECT S I GN i Fast.Valley Highway Preservation/Inouye A - 4 May 30, 2018 Federal Aid Number, STPUL-1073(005) Project Number: 07-3003.2 rill/ MINIM M IYM fidGi' s�rvww r ✓i� I N/«N! r;v„ 'Y/�'//i%//���fey II / �I / . . ro // !� nurlmie' ////ii/ r(rtrvUO✓r r� r/rmrmm� �r/ / � rt / f v� 1 pl/fir///«NF I „� / t/ilia/iniq/ h✓ �✓J/ � �, / L /a�rrrranoi, rlgp«ar«arme / .}r' I I � W `l j, SAMPLE DBE CONDITION OF AWARD LETTER East valley Highway Preservation/Inouye A - 5 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 Appendix 46.44 Mandatory Goal - Award Letter Example Date r Principle,Title Company Name Address City, State,Zip =. Contract Number Project Title 2 Federal Aid Number Dear: This letter is to advise you that the contract for the above referenced projcct has been awarded to your firm at your bid price of S ... ....................._.. As a part of entering this contract,the contractor agrees to take all necessary and responsible steps in accordance with 49 CFR Part 26 to ensure that Disadvantaged Business Enterprises(DBE)have an opportunity to participate in the performance of (I this contract. The award of this contract was made with the understanding that the firms listed on the DBE Utilization Certification will be performing the dollar value of work as indicated. Prior to submitting the signed contract for execution, (Company Name)will provide the following items: 1. Breakout information for all successful DBEs as shown on the DBE Utilization Cortificatiow s • Correct business name,federal employer identification number(if available),and mailing address. • List of all bid items assigned to each DBE firm,including unit prices and extensions,indicating any anticipated sharing of resources(e.g.,equipment, carployees). i • Indicate partial items—specify the distinct elements of work to be perfonned by the DBE firms and provide a complete description of these partial items. Note:Total amounts shown for each DBE shall not be less than the amount shown on the Utilization Certification. 2. A list of all firms who submitted a bid or quote in an attempt to participate in this contract whether they were sucecssfid or not. Include the following information: • Connect business name and mailing address. �( Send these two items to(Local Agency name and address).Failure to provide this information prior to execution wilt result in forfeiture of the bidder's proposal security. �rtorrlspmms�mmn�rrmcnnrrnauGrdmmmi�ugrmmwtanmu�mr<mmr�r'mv»1sru�utW,inrtm�,anm�r�Mmino�,�r�bir orunannwGrminn�twty�i�uaaimnruirvrs�urrovv++�mnrm�rrrturninrr,rwsmrr�rmn�rrrut�iTnymrroinvru��rr>srtmnvratrrr»irmvtiwirrvsvmvrn., ...._..... __........ . Page 46-10 WSDOT Local Agency Guidelines M 36-63.29 Octoder2015 1 The contract will be forwarded to you under separate cover.The contract must be signed and returned in accordance with the mailing instructions firmished with the f contract documents.Please return these documents within 20 calendar days after the date of award. j Sincerely, fi Local Agency cc: Region Local Programs Engineer �r 1 r i I f IL 4 ���%MNIYNYIlsi9lPr"Nr)nwAnw✓Y@WBYY4a%�y�ILY�WI%ailnwlwicllYl�yJrUM1°�aYNllt)mron�7Utk'U�11udllWYAVNN9�%P9wl��fypV/iPt1sN"7llMJlMlmtrrn��,9YR97lT,llPWPn'7Nri9NYMo7YfJDl�WIDYJV711a�mtigy'n�mirylhPW))mW7flm711vnquAStrilrrifuuYUYosnJM➢NYirri111"NrvvrylpStPDsgr9mlP,roiiY%mNN1l1Y iT WSDOT Local Agency Guidelines M 36-63.29 Page 46-11 October2015 SDQT SPCC PLAN TEMPLATE East Valley Highway Preservation/Inouye A - 6 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number 07-3003.2 I WSDOT SP'CC Flan Template Revised March 6, 2016 Check on WSDOT's Website for an updated version: http://www.wsdot.wa.gov/Eiivironrnerit/1-1LizMat/S iIIPi,evention.li,LrTi Instructions for use: • WSDOT designed this template for WSDOT contractors to use to develop Spill Prevention, Control and Countermeasures Plans (SPCC Plans) that satisfy the current WSDOT Standard Specification 1-07.15(1) and National Pollutant Discharge Elimination System (NPDES) requirements. • Replace the 'p „�. w I �, with project-specific information • Yellow highlighted text describes or provides an example of what needs to be written. Using this text as a guide, add a description tailored to the project and then delete the yellow highlighted text. • Create the table of contents (Page ii) for the completed plan by clicking anywhere within the Table of Contents, pressing F9, and selecting "Update Entire Table" and verify that the associated Plan sections/page numbers are consistent and complete. • Delete this front page before printing the plan and submitting it to WSDOT. Spill Prevention, Control and Countermeasures Plan i i Prepared by WSDOT Prime Contractor, Executive WSDOT Prime Contractor, Project Manager: 1 WSDOT Prime Contractor, Superintendent: !;soo F fftr""#; t C?t SHALL MAINTAIN A COMPLETE, UPDATED COPY OF THIS PLAN IN AN ACCESSIBLE LOCATION ON THE PROJECT SITE AT ALL TIMES. WSDOT Project Engineer (PE) (I WSDOT PE Office Phone. ,tanl'a�e�jf WSDOT Project chief Inspector: t4� - Office Phone (jj - Cell Phone: iiikjI WSDOT Project Chief Inspector: Please forward electronic versions of WSDOT and Contractor updated versions of electronic Project SPCC Plans and final versions of Project schedules to Trent Ensminger (gn, R1r int c wsde)t.wa,c oy;) where a copy will be filed for future WSDOT site inspections. SPCC Plan, tfrjt( r11a 01(0� Page Table of Contents SPCC Plan Implementation Requirements ..................................................................... 1 SPCCPlan Elements ........................................^...°°,.°......................................._2 � 1. Responsible Personnel...................................... .. .......................... ...... 2 � � 7. Spill Reporting ..................................~. ....................~~".,".~............ 3 � 3. Project and Site Information .~...,...........~...^.~.—~...~.~.... 5 4. P0t8Dti@l Spill Sources---'~^°^°"°.."....... ......... �.�.~. ...............�.~.' 6 5. Pre-Existing Contamination ............. ... ................... ........~ ...-.........~. 8 6. Spill Prevention and Response Training........................ ...~.......................... 9 7. Spill Prevention................................................... ..~.....�..... ................ 10 8. Spill Response......................................... .......... .... ................................ ..... 17 9. Project Site Map .................................... .......... ........ ....... .... ........ ........ 15 10. Spill Report F0[Dl(S)................. ................... ....... ............ ............................ 16 11. Plan Approval ..................... ................ ..~..~....~~......... ......... ........... 17 SPCC Plan Acknowledgement Form (to be signed bm all Project pe[S0OUeU..~...... 18 Figures Figure 7.1WS[}[)T Hazardous Materials Event Contractor Minimum Reporting Requirements......................................................... ............................... .........4 Appendix APPENDIX /\ EXAMPLE SPILL REPORT FORM......... ~.......____......... .^.°."°_~/\-1 SPCCP|an' Pagoii SPCC Plan Implementation Requirements WSDOT Standard Specification 1-07.15(1) and Project-specific special provisions (if applicable) require a Spill Prevention, Control and Countermeasures Plan (SPCC Plan or Plan)to be developed for each WSDOT project. The purpose of an SPCC Plan is to protect human health and the environment from spills and releases of"hazardous materials," a generic term WSDOT uses in Chapter 447 of its Environmental Procedures Manual to mean dangerous waste, problem waste, petroleum products, and hazardous substances. The SPCC Plan shall also address conditions that may be required by Section 3406 of the current International Fire Code, or as approved by the local Fire Marshal. 'I,, 00;1 pelr1)'q,Cb�t',tG�Gt�f', the Prime Contractor forUUS"OM}xf*0f'140 Y104�j h(t({ (Project), has developed this SPCC Plan to satisfy WSDOT Standard Specification 1- 07.15(1) for the Project, ��, Yr 4 „CgPajG ¢Ct shall update this SPCC Plan throughout the Project so that the written Plan reflects actual site conditions and practices. At a minimum V000"0 O,o#t j will update this Plan annually. `u ( ,10, "1�fijf4Ye„ bA fk t4 i shall fully implement this SPCC Plan, as accepted and updated, at all times. No on-site Project construction activities may commence until WSDOT reviews and accepts this Project-Specific SPCC Plan. SPCC Plan yj) C1t "t>1 144MOPl Page 1 SPCC Plan Elements 1. Responsible Personnel Table 1.1 identifies the name(s), title(s), and contact information for the personnel responsible for implementing and updating the SPCC Plan, and for responding to spills. If spill response Subcontractor(s) will be used for spill response (as described in Section 8, Spill Response, below), the Subcontractor(s) company name(s) and contact information are also included in Table 1.1. Complete Table 1. Table 1 Responsible Personnel Responsibility Name and Title Contact Information Implementing and Updating Company: SPCC Plan (primary Office Phone: contact person) Cell Phone: — ------..—.............................._..----------------- --- -- Implementing and Updating Company: SPCC Plan (secondary Office Phone: contact person) Cell Phone: On-Site Spill Responder Company: _.. ................. Office Phone: Cell Phone: On-Site Spill Responder Company: Office Phone: .............................................................._................................................................................................. Cell Phone: Spill Response Company: Subcontractor .,--__. Office Phone: (see Section 8, below) Cell Phone: (delete this line if not applicable; add lines if more than one Subcontractor will be used) SPCC Plan, ,,.. .,.. r PW4 Page 2 2. Spill Reporting In the event of a spill, �;, 0"',Nh ,�N S shall the WSDOT Project Engineer and shall notify the Federal, State, and Local Agencies listed in Figure 2 and Table 2. W Da will also notify the WSDOT Project Chief Inspector. Complete Table 2 including for each agency the agency name, the agency notification telephone number, and when the agency shall be notified. At a minimum, Table 2 must include and WSDOT Prime Contractor must make the notifications shown in Figure 2. SPCC Plan, t F!ralect;tlame FI, rrr Page 3 Figure 2. Regulatory Reporting Requirements Flow Chart Event: Hazardous Material Spill, Release or Encounter If a spill or release is caused by the Contractor, the Contractor reports it to the WSDOT Project Engineer (PE) and to the regulatory agencies as indicated below. If an encounter of unknown pre-existing contamination or an UST, the Contractor reports it to the WSDOT PE. The PE follows the WSDOT Environmental Compliance Assurance Procedure (ECAP, in WSDOT's Construction Manual M 41-01.06 at 1-2.2K), to determine internal and external reporting procedures to ensure compliance as indicated below. Spill or Release to Spill or Release to Soil Underground Storage Water Tank (UST) Including encounters of pre-existing Including panda,wetlands, ditches, contamination Encountering known or unknown &seasonally dry streams USTs in excavations If an immediate threat to Immediately call all health or environment three of the following (e.g., explosive, If confirmed release from 24-hour numbers: flammable, or toxic UST, report to Ecology's • National Response vapors; nearby water Regional Office' within 24 Center body; shallow hours 1-800-424-8802 groundwater; etc.) immediately call • Washington State Ecology's Regional Division to Office' Emergency Management 1-800-258-5990 • Washington State After removal of regulated Department If NOT an immediate LISTs, provide reports to Ecology (Ecology) threat but may be a Ecology's Regional Office Regional Office' threat to health or the within 20 and 30190 days environment, report to per WAC 173-340 and Ecology's Regional 173-360. Office' within 90 days Ecology Regional Office Numbers Eastern (Spokane): 509-329-3400 Northwest (Bellevue): 425-649-7000 Central (Yakima): 509-575-2490 Southwest (Lacey): 360-407-6300 Ecology regional lines and the type of information needed is provided on Ecology's spill reporting welasite at ht1i P/www.er .wa, #oylf rtrgrarr slspill otherdreir artras aill.6tkrti7 Table 2 Project-Specific Federal, State, and Local Agencies to be Notified in the Event of a Spill Agency Notification When Agency Shall be Agency Name Telephone Number Notified Agency Region (e,..g.. Department of (e.g,, 1-425-649-7000) (e.g„ spill or release to scan (e.y.,Northwest Regional Ecology) that is an immediate threat Office) to human health or the environment or a spill or release to water or a confirmed release or spill from a LIST) (e.g. National Response (e,g.,, 1-804-424-8802) (e:g: spill or release to (e.g,, Not applicable) Center) water) (e.g., Washington State (e.g., 1-800-288-5990) (e.g.,spill or release to (a.g.,Not applicable) Division of Emergency water) Management) (e.g., Department of (e g , 1-426 649-700D) (e.g,, spill or release to (e,g.,Northwest Regional Ecology) water during over water Office) work per Project-Specific Special Provision or other permit requirement) SPCC Plan, aGfq" % f; ]fy ? ltntl3kr Page 4 3. Project and Site Information Please describe the following items: A. The Project work: (briefly describe the construction activities that will take place) B. The site location and boundaries: (include city, county, and starting/ending mileposts— as well as Project boundaries if Project work is not exclusively on a highway corridor) C. The drainage pathways from the site: (either provide information here or complete Table 3) D. Nearby waterways and sensitive areas and their distances from the site: (either provide information here or complete Table 3) Either complete Table 3, below, or provide information above for 3.0 and 3.D. and delete Table 3 Table 3 Nearby Waterways' and Sensitive Areas2 __........ ..... _...., _............................ ._ . Waterway' or Distance from Direction of Flow Runoff Drainage Pathway Sensitive Areal Project Site from Project Site from Site (e.g., Derby Creek) (e.g., 35 feet (e.g., downhill towards (e.g., downhill to northeast from east of Project the northeast) the Project staging area to the Site) lower reach of Derby Creek) (e.g., Milwaukee Ditch) (e.g., 350 feet (e.g., across the (e.g., across the pavement east of south of Project pavement to the east) the roundabout, into the catch site) basin, and into Milwaukee Ditch) Notes.........................................._. .. .................................................................................................._ .._....................................................______._...._ ' Waterways include streams, creeks, sloughs, rivers, Puget Sound, etc. 2 Sensitive areas are areas that typically contain populations that could be particularly sensitive to a hazardous materials spill or release. Such areas include wetlands, areas that provide habitat for threatened or endangered species, nursing homes, hospitals,child care centers, etc. Sensitive areas also include areas where groundwater is used for drinking water, such as wellhead protection zones and sole source aquifer recharge areas. SPCC Plan, W$,1DJO f Pre#jcac4 Pj�ffie174600 Page 5 4. Potential Spill Sources A description of each potential fuel, petroleum product and other hazardous material brought or generated on-site is set forth in Table 4.1. The potential fuel, petroleum product and other hazardous materials listed on Table 4.1 include materials used for operating, refueling, maintaining, and cleaning equipment- including equipment used below the ordinary high water line. Complete Table 4, listing information for EACH fuel, petroleum product and hazardous material. SPCC Plan, 4/IgWP''N*04 F't tO Page 6 ........................... ......... ........... ---— ow o 0 0 En -C w o M ,rn 0 E 0) m W z" E V)m 0 m = V 0 v -0 C co C M -- -0 0 c -F- (1) cc m 0- 0 4) 0 U) a) U) 0 a. m > .0 1 0- 0 BE r m r 0 U) UA 7 m 0 r- 0 co J_- .0 Q) 0 a cn r cn 41) m 4, a) o W Q) =5 (n o U) :D 0 m 0 c 0 .2 co a) N mm — 0 Z .0 (1) (U ow U) M 'a c -r 0 c Ea) 0) -0 (D 01 c = .-0 .- -C: = 0 M ,c: 0 is > 0 u 0 w 0 CL V :3 "CL M— a U) m LU m CL 0 —co 0 w C , 2 = co -C co a' _0 U) m U) m C: Z 0 O) o M > (L L) =3 0 P0 a) 0 E 0 m 2 ui c o 0 4) 0 M 0 0 0 > m IL a (6 m a '0 E u) c U. 0 —W M V) U N 0 -06 (D cu p c m 0 M 0 z E 0 .2 u) M L) m - a m 0 m c .2 0 M a) Ln -0 0 2: cu 75 co :L� 0) 0 CL�E ca V 0 (n r� C% C) A > ....................... z (f) 5. Pre-Existing Contamination Describe any pre-existing contamination and contaminant sources (such as buried pipes, buried tanks, buried drums or other buried containers) in the Project area that are described in the Contract documents; and Identify equipment and work practices that will be used to prevent the release of contamination. - if no pre-existing contamination or contaminant sources - are described in the Contract documents, write "N/A" Example: Soil contaminated with petroleum products is suspected of existing near the southeast corner of the intersection of SR 99 and Cordane Street. If soil that is suspected of being contaminated is encountered, it will be stockpiled in the vicinity of the excavation for characterization sampling and determination of disposal options. Soil that is suspected of being contaminated will be stockpiled separately from soil showing no indication of contamination. Soil that is suspected of being contaminated will be stockpiled on an impervious surface and will be set up to allow for ease of sampling and load-out once characterization is complete. Stockpiles of suspected contaminated soil will be covered with plastic sheeting when not being worked; stormwater that could run into the base of such stockpiles will be diverted from the area. "If a Project-specific soil management plan (SMP), water management plan (WIMP), temporary erosion and sediment control (TESC) plan, contaminated media management plan (CMMP) or other plan concerning contaminated materials has been prepared for known SPCC-related Project conditions, please briefly refer to them here and attach final versions to this Plan. SPCC Plan, 1NSD„aT,',P,r,6jik Nil" P( no* Page 8 6. Spill Prevention and Response Training Describe how and when all Project personnel(including refueling personnel and other subcontractors) shall be trained in spill prevention, containment, and response, and the location of spill response Fits. SPCC Plan, M t 5 kkclje f l 1fY OWd6,t 0 Page 9 7. Spill Prevention A. Spill response kit contents and |V88tiO8(S) (see Table 7). Appropriately stocked spill response kits shall be maintained in close proximity to hazardous materials and equipment and shall bo immediately accessible to all Project 0oroonne|. CVnhpleteTahle7. Table Spill Response Kit Contents and Locations Type of Spill Kit Spill Kit Contents Spill Kit Location(s) (e.g. vehicle kit, (e.g., air horn to get attention of those (e.g., adjacent to in-water work, drum kit, conex kit) working nearby, personal protective on bridge ramp, within 1,000' of equipment(PPE, such as safety glasses, active construction areas, next to gloves, coveralls, boot covers), spill pads, Honey Buckets, on large absorbent, booms, catch basin covers, equipment, outside main job anti-static shovels, garbage bags, plastic trailer, in staging area conex, on sheeting, overpack or disposal drum, mitigation site, below north end of complete copy of SPCC Plan, etc.) bridge, etc.) B. Soouhtvmeaouoeoforpotenda| opiUoour000. Deoohbothoseovrhvmeavvreo \hatviUbe maintained to prevent accidental spills and vandalism, e.g., the staging area will be surrounded by a secured fence, hazardous materials will be stored inside a locked storage shed, equipment will he equipped with locked fuel caps, etc. C. Methods used toprevent shorImwatel from contacting fuel, petroleum products and hazardous materials. Describe the methods that will be used ioprevent stormwater contact with hazardous materials, e.g., contaminated soil will be placed on bermed plastic and covered. D. Secondary containment for each potential spill source listed in Section 4, above. Describe here or in Table 4.1 the practices and structures that will be used to store and contain potential fuel, petroleum product and hazardous materials as well as the practices and structures that will be used to store and contain equipment used to transfer potential fuel, petroleum product and hazardous materials. The description must at least incorporate the following requirements: w Secondary containment structures shall be in accordance with Section S9.D.9 ( uv/o[qgr��ryj oIm��� ) Uf Ecology's (�oOStrUCtiVn ��torrovv8t8r General NPDES Permit, where secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. This NPDES Permit does not require additional secondary containment for double-walled tanks. • Any more stringent secondary containment requirements (including for double-walled tanks) required by a 401 Permit, Special Provision or other Permit/Contract requirement for work in or over water. Attach a copy of the 401 Permit, Special Provision or other Permit/Contract document indicating the more stringent requirement. Any more stringent secondary containment (including double-walled tanks) required by an IFC official (local fire marshal). Attach a copy of the IFC official documentation indicating the more stringent requirement. SPCCP|an' "'JOWOW Puge10 Secondary containment BMPs, as presented by Ecology (httr)tltwww,ecy,wa.clear/nrograrr,tsJwo/otorr-nwaterinlanual.htrTib.are required during fueling activityfrom fuel tanks, including double-walled tanks. E. Best Management Practices (BMP) Methods used to prevent discharges to ground or water during mixing and transfers of hazardous materials, petroleum product and fuel. Describe here methods to control pollutants using BMPs in accordance with Ecology's Construction Stormwater General NPDES Permit. BMPs guidance is provided in Ecology's Stormwater Management Manuals, such as Volume II — Construction Stormwater Pollution Prevention, BMP C153 (Volume III Construction Stormwater Pollution Prevention) (and Volume IV Source Control BMPs (Stormwater Manual Volume IV Source Control BMPs). F. Refueling procedures for equipment that cannot be moved from below the ordinary high water line. Describe these procedures. Write NIA if no work will be performed below the ordinary high water line. G. Daily inspection and cleanup procedures that ensure all equipment used below the ordinary high water line is free of all external petroleum-based products. Describe these procedures, Write NIA if no work will be performed below the ordinary high water line. H. Routine equipment, storage area, and structure inspection and maintenance practices to prevent drips, leaks or failures of hoses, valves, fittings, containers, pumps, or other systems that contain or transfer hazardous materials. Describe the equipment and structure inspection and maintenance practices. I. Site inspection procedures and frequency. Describe the site inspection frequency and site inspection procedures. SPCC Plan, VI/ D„07;Frjecf Namet4( $Page 11 8. Spill Response Tables 8A and 88, below, outline the response procedures that � � , 6 "r shall follow for the scenarios described in the tables below, indicating that if hazardous materials are encountered or spilled to soil or water (including stormwater, as described in Section 7C) during construction, the W, """', , Y�', , N shall do everything possible to control and contain the material until appropriate measures can be taken. The response procedures include a description of the actions thatj, ' 1tk shall take to address each task shown in the tables as well as the specific on-site, spill response equipment that shall be used to perform each task. Complete Tables 8A and 8B. If ., f� rfadkrrf will use a Subcontractor for spill response, provide contact information for the Subcontractor in Table 1 and, in the appropriate table below, identify when the Subcontractor shall be used and the actions that shall take at the site while waiting for the Subcontractor to respond. Add Subcontractor information to Tables 8A and 8B accordingly. If " "'O'W encounters unanticipated pre-existing contamination within the Project area during Project work, WSDOT Prime Contractor shall immediately notify the WSDOT Project PE. S P C C Plan, N ?j,BCt ( ot If; F41t9'(1dt Page 12 i (C m E L N O S] C U) N �p W 5 o a O a c N N d E m a w o L y a 3 n m o CL.s L O —3 j m _ O fB E C71 O NWc61 C m m , N - a@D c w ° Mca) 4 O U ¢F- 2 0 O O c_ N z) (0 (n Co 3 N N W a N . O O N @ m0 ° L — m E . � a� c m vd0 = , c w � .° c a -O V p o c .5 0 co 0) Tm � a m E p L w Dmm mEa � a) > (n T 'C m (D O L U 3 O a) °' 3Smaa 'mna � L `- m O N C: com O T D m N (� � 'o N m o C E y o o c m > a) N N m U N .Q Y '¢E N G O O Q a) O w cm (nEc a— 7 d c 9 N o m = O mco ,a E o c L .° .a U 0) co Y y o a w m �> c n O > — 0 u OO. me @ca.ocm M d W .a. a W � a N m O a) c y U ai .o � W O O a7 N d � o D E � � co a m m Ro' d s 9 o m a m 0 a) n. a ° C C O p V 3 O p.Q y 3 � 3 � m � w o a) c y ° y E 0cu ,p :0 y o) N o a s U N C > } i — ca CD O G Q -- . mam (Do E ao m a°) (n 00 E O L .30m :3 N - (n > D � c Q oc mrEcw � m30 U O c r ° N m O a) m 76 N = N xi N a) M w Q U N U O d ~O m fn E O T- U a E @ C E C t/1 C N N C O N E (6 o Q1v O N m O Q D ¢ p D (n (n 0 mmEnmm a `o - >�� o m_.�.................. E a a � o o m m m N y (e ° 'p m D =_ ate o aD 0 . .Dm3acm Eo � J +. O oo) aQ (a ,roc cuo C6M c ° 0 = oL m OE o(� a 0y 0UmeEu U N c cNo '� ° aa a Mn O M n m O 'O J O O m ¢ l 052 a) Cc . C_m E O ? ll d M E M aQ) 0oa : Y` ;;..2 D1 N O 0 N N C Y pC O — 'C �O..CC (n L .0 N U N �— � O Z - CO "- t�00 v 1] G !n � ¢, 10 a'C '- co dc_ 4EL c C4 a aV= 3 _ E c r N Wa7m - �_ a=i Xnma cad 0— PJ G •aMam Cm 0 0 L?.O m E .� O O�.LO. H ID jo N N V_ w c N N a Y a (a O V G O c G a O iV voi a f6 C Uy'. ❑ D L L � � d� � O � � r fa O Q w [1 N J tU N cis L � - T o — 3 tn y N d = N C � '@ (on +w _ L« G N O O N a'[ 0 Ocm U C 9 y N Nm C O O d p R c j c - E p N Y p y Q N ~ •E N U = N W 0 00 - m C p 3 G d c a � O T C O c O.' U � (o >,W p, m m O > O 0 0 3CL w � 0 3w a U) o o� o a x -p to c� O>= E E o o o ID x o r 3 m a` o 3 o to rn L c U O V : to o�'� ti c6 N rn O . > Ti . 3 m o o c 0- 0a ....... ..... ... . o ac o a o N _3 L 3 om m '� G S o c � m5 m m Co M N L m O� N J m E N 0 (1 N F- N N a Q Gcmm �. ma a O o. o co q} y � m "u� �Gi@p 'o L. p -0 rn N "" 'ems O 0 = mmE `o.Nm Q `O � Z O ¢ ............... ......... d M r N L 7 *' 7 O '4 9 o aam o ' ydo GAG aa�i cco o .c m m 2 (U O D00 N rL N m O Ul O a w 't7% m to > o > � Ew _ D ov o � F N amoa� E .Qa) 50 a ° aa � cna3c `c U S m O N N N U ''.,� 0t03 Z � C/) 9. Project Site Map A Project site map, clearly showing each of the following required or recommended items (attach map): A. Site location and boundaries; B. Site access roads; C. Drainage pathways from the site; D. Nearby waterways and sensitive areas (Waterways include streams, creeks, sloughs, rivers, Puget Sound, etc. Sensitive areas are areas that typically contain populations that could be particularly sensitive to a hazardous materials spill or release. Such areas include wetlands, areas that provide habitat for threatened or endangered species, nursing homes, hospitals, child care centers, etc. Sensitive areas also include areas where groundwater is used for drinking water, such as wellhead protection zones and sole source aquifer recharge areas.); E. Hazardous materials, equipment, and decontamination areas identified in Section 4 (Potential Spill Sources), above; F. Pre-existing contamination or contaminant sources described in Section 5 (Pre-Existing Contamination), above; G. Spill prevention and response equipment described in Section 7 (Spill Prevention) and Section 8 (Spill Response), above; H. Recommend providing the WSDOT Prime Contractor Executive, WSDOT Prime Contractor Project Manager and WSDOT Prime Contractor Superintendent initial sign-off; and I. Recommend using Project-specific Plan Sheets or a consistent map scale with identifiable or readable map symbols for each Project SPCC Map. SPCC Plan, ; F?'w1," Page 15 10. Spill Report Form(s) A copy of the spill report form that WSDOT Prime Contractor shall use in the event of a release or spill is attached (attach form„ an example is attached at the end of this template). SPCC Plan, W$E) it°fY)�fct F Iltt tt(i Page 16 11. Plan Approval This SPCC Plan is supported by the executives, project manager and the superintendents of V,V1 f?pjk A, � having the authority to commit the necessary resources, including labor, equipment, and materials, to expeditiously control and remove any harmful quantity of fuel, petroleum product or hazardous materials spilled or released to the waters or land of the State of Washington. x,,OPYw;P `� kw; {}�" , Efkp & , ff " It?T,IrifY <; ncC � 000xd � �� Qftt SPCC Plan, Wt 1 M k f j2 k 11 P 01"0 Page 17 SPCC Plan Acknowledgement Form (to be signed by all Project personnel) This is to certify that I have read this Project SPCC Plan and understand its contents. I have attended a Project orientation meeting discussing the elements of this SPCC Plan and the safety and health hazards associated with SPCC operations to be performed at this Project. Failure to comply with the requirements contained in this SPCC Plan may result in my removal from the Project. PRINT NAME SIGNATURE DATE SPCC Plan, WSOOT Project Name Plan date Page 18 I i i APPENDIX A EXAMPLE SPILL OR INCIDENT REPORT FORM Instructions: Complete for any type of petroleum product or hazardous materials/waste spill or incident. Provide a copy of this report to management. 1. WSDOT Personnel Involved in Spill Reporting Project Office: Name, Title, and Phone Number: Regional Environmental Office: Name, Title, and Phone Number: 2. Contractor: Name and Title of Person Responsible for Spill Response: _ Phone Number: 3. General Spill Information: Common Name of Spilled Substance; Quantity Spilled (Estimate): Describe Concentration of Material (Estimate): Date of Spill: Time Spill Started: AM PM Time Spill Ended: AM PM 4. Spill Location and Conditions: Project Title: Street Address and/or Milepost, City: Weather Conditions: If Spill to Water, Name of Water Body (if ditch or culvert, identify the water body that the structure discharges to): Identify the Discharge Point: Estimate the Depth and Width of the Water Body: Estimate Flow Rate (i.e., slow, moderate, or fast): Describe Environmental Damage (i.e., fish kill?):. 5. Actions Taken: To Contain Spill or Impact of Incident: Page A-1 To Cleanup Spill or Recover from Incident: To Remove Cleanup Material: To Document Disposal: To Prevent Reoccurrence: 6. Reoortina the Spill: Spills to water: Immediately call the National Response Center(1-800-424-8802), Emergency Management(1-800-258-5990), and the appropriate Ecology Regional Office. Spills to soil that may be an immediate threat to health or the environment i.e. explosive, flammable.toxic vapors, shallow groundwater. nearby creek, etg.l: Call the appropriate Ecology Regional Office immediately. If not immediately threatening, but may be a threat to human health List all agencies contacted; include names, dates, and phone numbers for people you spoke with: Record ERTS #, if issued by Ecology: 7. Person Resoonsible for Managing Termination/Oosure of Incident or Solt: Name and Phone: Address and Fax: 8. Additional Notesfinformation (if necessary): Page A-2 STATE AND FEDERAL PREVAILING WAGERATE: Y East Valley Highway Preservation/Inouye A - 7 May 30, 2018 Federal Aid Number: STPUL-1073(005) Project Number: 07-3003.2 Page 1 of 18 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: 06/26/2018 County Trade .fob Classification Wage Holiday Overtime Note King Asbestos Abatement Workers Journey Level $46.57 5D 1H King Bo4ennakers Journey Level $66.54 5N 1C King Brick Mason Journey Level $55.82 5A 1M King Brick Mason Pointer-Caulker-Cleaner $55.82 5A 1M King E uimldine_Ser ice Employees Janitor $23.73 5S 2F King l ualaln g,5crvrce Employees Traveling Waxer/Shampooer $24.18 5S 2F King Bualdi,ng i2rvice EeDLL(qyges Window Cleaner (Non- $27.23 5S 2F Scaffold) King tlurldr"og 5t o vacs: F I ploy(, s Window Cleaner (Scaffold) $28.13 5S 2F King Cal r€7r�t`MakcrxuO,rt SEso,i,i,) Journey Level $22.74 1 King Ca en! rra Acoustical Worker $57.18 5D 4C King Carp�,—Mkcrs Bridge, Dock And Wharf $57.18 5D 4C Carpenters King Carpenters Carpenter $57.18 5D 4C King Carpenters Carpenters on Stationary Tools $57.311 5D 4C King C<arperrters Creosoted Material $57.28 5D 4C King Carpenters Floor Finisher $57.18 5D 4C King QK xarp itet's Floor Layer $57.18 5D 4C King Carfxjiters Scaffold Erector $57.18 5D 4C King Cemcnt Masons Journey Level $57.21 7A 1M King Divers & Tenders Bell/Vehicle or Submersible $110.54 5D 4C Operator (Not Under Pressure) — King [Jivers F* Tenders Dive Supervisor/Master $72.97 5D 4C King Divers & Ten................... _ _ King, Divers It Tenders Diver On Standby $67.97 5D 4C — King Divers-&.Tenders Diver Tender $61.65 5D 4C King Divers & Tenders Manifold Operator $61.65 5D 4C King Divers & Tenders Manifold Operator Mixed Gas $66.65 5D 4C ...............-------......------- — King Divers Er Tenders Remote Operated Vehicle $61.65 5D 4C Operator/Technician — King Dyers_Ft_Tenders $57.43 5A 4C httos://fortress.wa.anv/lni/wanelnnkun/nrvWanalnnkiin acny S/7Q/�f11R Page 2 of 18 Rpmnhp Operated Vehicle Tender I King Assistant Engineer $56.44 5D 3F King !LrcdgecU+tar_keff! Assistant Mate (Deckhand) $56.00 5D 3F King 2iLdve Workers Boatmen $56.44 5D 3F KingDredge Workers Engineer Welder $57.51 5D 3F King lDf-emNg-Workers Leverman, Hydraulic $58.67 5D 3F King e d g L'��0k_m Mates $56.44 5D 3F King Dredge� Workers Oiler $56.00 5D 3F King P 5 fyAat[ Apj)dcaLot Journey Level $56.78 5D 1H King PLY�s Journey Level $57.43 5P 1 E 8.99 King Electrical Fixture Maintenance Journey Level r$28.99 5L 1E Workers King Electricians - Inside Cable Splicer $76.96 7C 4E -King Electricians Inside Cable Splicer (tunnel) $82.24 7C 4E King Electricians - Inside Certified Welder $74.38 7C 4E King Electricians"- Inside"'' ' Certified Welder (tunnel) $79.80 7C 4E King Electricians - Inside Construction Stock Person $39.69 7C 4E King Electricians - Inside Journey Level $71.80 7C 4E King Electricians - Inside Journey Level (tunnel) $76.96 7C 4E King Elects icians - Motor Shop Craftsman $15.37 1 King Electricians,-- Motor Shop Journey Level $14.69 1 King Electricians - Powerline, Cable Splicer $79.43 5A 4D Construction King Electricians - Powerline Certified Line Welder $69.75 5A 4D Construction King Electricians - Powerline Groundperson $46.28 5A 4D Construction King Electricians - Powerline Heavy Line Equipment $69.75 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $69.75 5A 4D Construction ............... King Electricians - Powerline Line Equipment Operator $59.01 5A 4D Construction ----------------------------- King Electricians - Powerline Meter Installer $46.28 5A 4D 8W �_o_ns ............................................. c'Construction ..................... King Electricians - Powerline Pole Sprayer $69.75 5A 4D Construction King Electricians Pj�wWFFI_n_e­ Powderperson $52.20 5A 4D Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $91.24 7D 4A King Elevator Constructors Mechanic In Charge $98.51 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $17.72 5B I 1R Products Work Only King Fence Erectors Fence Erector _$15 18 King �Flaggei s Jourrey Level $39.48 7A 31 King Gla7iers Journey Level $61.81I f httDs://fortress.wa.aov/lni/waaelookui)/orvWaaelookuo.asr)x 5/29/2018 Page 3 of 18 King Ho al, & Frost Insulator's And Journeyman $67.93 5JI 4H Work r s- King Heating Equipment Meclhamc5 Journey Level $78.17 7F I E King Hod Carriers ft Mason fenders Journey Level $48.02 7A 31 ............ .......... King Industrial Power V8CLIIArn Journey Level $11.50 1 Cleaner King Inland Boatmen Boat Operator -$-61.41 5B 1K King Inland Mai nicn Cook $56.48 5B 1K King Inland Bowncii Deckhand $57.48 5B 1K King Intand Boatmen Deckhand Engineer $58.81 5B 1K King Inland Boatmen Launch Operator $58.89 5B 1K King Inland Boatmen Mate $57.31 5B IK King I=Isc�c.dqn/ Cleaner Operator, Foamer $31.49 1 Of Sewer a Watej Sy�slerm sBy Operator Remote Control ............. King I n sl�(,c 1,i o iL/C,L�Ljjjj n P/S ea l i ng Grout Truck Operator $11.50 1 Of Sewer & Syysterres By Rernote Control King Se-atifrl, Head Operator $24.91 1 Of Sewer a. Water Svsterns By Remote Control King LrL4LeLLLO�q/Clewmig/SPalLng Technician $19.33 1 Q_tSq Sewer \A/auq�I' Systems_By Remote Control King 1n�i�(qLioq/Cjt�(an i nq/S(La(i rip Tv Truck Operator $20.45 1 Of Sewer [L WatcrSysterns lay s Reroute Contra[ King jlsulatiq[L�Ls Journey Level $57.18, 5D 4C ............................................ King ronworkers Journeyman $67.88 7N 10 King Laborers Air, Gas Or Electric Vibrating $46.57 7A 31 Screed King Laborers Airtrac: Drill Operator $48.02 7A 31 King Laborers Ballast Regular Machine $46.57 7A 31 King Laborers Batch Weighman $39.48 7A 31 King Laborers Brick Pavers $46.57[ 7A 31 King Laborers Brush Cutter $46.57 7A 31 King Laborers Brush Hog Feeder $46.57 7A 31 King Laborers Burner $46.57 7A 31 King Laborers Caisson Worker $48.02 7A 31 King Laborers Carpenter Tender $46.57 7A 31 King Laborers Caulker $46.57 7A 31 King Laborers Cement Dumper-paving $47.44 7A 31 King Laborers Cement Finisher Tender $46.57 7A 31 King Laborers Change House Or Dry Shack $46.57 7A 31 ...............-- E King Laborers Chipping Gun (under 30 Lbs.) $46.57 7A 31 King Laborers Chipping Gun(30 Lbs. And $47.44 7A 31 ..Laborers Over) King Laborers Choker Setter $46.57 7A 31 httos://fortress.wa.ciov/lni/wanp.lnc)kiin/nrvVVanpinnkiin A-ny r;/?Q/gnlR Page 4 of 18 King, Laborers Chuck Tender $46.57 7A 31 King Laborers Clary Power Spreader $47.44 7A 31 King Laborers Clean-up Laborer $46.57 7A 31 King Laborers Concrete Dumper/chute $47.44 7A, 31 Operator King Laborers Concrete Form Stripper $46.57 7A 31 King Laborers Concrete Placement Crew $47.44 7A 31 King Laborers, Concrete Saw Operator/core $47.44 7A 31 Driller King Laborers Crusher Feeder $39.48 7A 31 King Laborers Curing Laborer $46.57 7A 31 King Laborers Demolition: Wrecking a $46.57 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $46.57 7A 31 King Laborers Diver $48.02 7A 31 King Laborers Drill Operator $47.44 7A 31 (hydrau tic,diamond) King. Laborers Dry Stack Walls $46.57 7A 31 King Laborers Dump Person $46.57 7A 31 King. L,«horers Epoxy Technician $46.57 7A 31 King Laborers Erosion Control Worker $46.57 7A 31 King. Laborers Faller a Bucker Chain Saw $47.44 7A 31 King Laborers Fine Graders $46.57 7A 31 King Laborers Firewatch $39.48 7A 31 --------- - King Laborers Form Setter $46.57 7A 31 King Laborers Gabian Basket Builders $46.57 7A 31 King Laborers General Laborer $46.57 7A 31 King Laborers Grade Checker a Transit $48.02 7A 31 Person King Laborers Grinders $46.57 7A 31 King Laborers Grout Machine Tender $46.57 7A 31 King Laborers Groutmen (pressure)including $47.44 7A 31 Post Tension Beams King Laborers Guardrail Erector $46.571 7A 31 King Laborers Hazardous Waste Worker $48.02 7A 31 (level A) King Laborers Hazardous Waste Worker $47.44 7A 31 (level B) King Laborers Hazardous Waste Worker $46.57 7A 31 (level C) King Laborers High Scaler $48.02 7A 31 King Laborers Jackhammer $47.44I 7A 31 King Laborers Laserbeam Operator $47.44 7A 31 King Laborers Maintenance Person $46.571 7A 31 King Laborers Manhole Builder-mudman $47 441 7A 31 King Laborers Material Yard Person $46.57 7A 31 httns://fortress.wa.aov/lni/waaelookUD/r)rvWaaelookUD.asDx 5/29/2018 Page 5 of 18 King I Laborer's Motorman-dinky Locomotive $47.44 7A 31 King Laborers, Nozzleman (concrete Pump, $47.44 7A 31 Green Cutter When Using Combination Of High Pressure Air @ Water On Concrete 8t Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker mm$47.44 7A 31 King Laborers Pilot Car $39.48 7A 31 King Laborers Pipe Layer Lead $48.02 7A 31 King Laborer's Pipe Layer/tailor $47.44 ZA 31 King Laborers Pipe Pot Tender $47.44 7A 31 King Laborers Pipe Reliner $47.44 7A 31 King Laborers Pipe Wrapper $47.44 7A 31 King Laborers Pot Tender $46.57 7A 31 King Laborers ��- Powderman $48.02 7A 31 _.. 7A - King Laborers Powderman's Helper $46.57 7A 31 King Laborers Power Jacks $47.44 7A 31 King Labo rers Railroad Spike Puller - Power $47.44 7A 31 King Laborers Raker - Asphalt $48.02 7A 31 King Laborers Re-timberman $48.02 7A 31 King Laborers Remote Equipment Operator $47.44 7A 31 King Laborers Rigger/signal Person $47.44 7A �31 King Laborers Rip Rap Person $46.57 7A 31 King Laborers Rivet Buster $47.44 7A 31 King Laborers Rodder $47.44 7A 31 King Laborers Scaffold Erector $46.57 7A 31 King Laborers Scale Person $46.57 7A 31 King Laborers Sloper (over20") $47.44 7A 31 - - - 1 King Laborers SloperSprayer $46.57 7A 31 King Laborers Spreader (concrete) $47.44 7A 31 King Laborers Stake Hopper $46.57 7A 31 King $.......................-laborers Stock Piler 46.57 7A 31 - - King Laborers Tamper Q Similar Electric, Air $47.44 7A 31 f[ Gas Operated Tools King Laborers Tamper (multiple 3 Self- $47.44 �N7A 31 propelled) - King Laborers Timber Person - Sewer $47.44 7A 31 (lagger, Shorer 8 Cribber) - King Laborers Toolroom Person (at Jobsite) $46.571 7A 31 King Laborers Topper $46.57 7A 31 King Laborers Track Laborer $46.57 7A 31 King Laborers Track Liner (power) $47.44 7A 31 King Laborers Traffic Control Laborer $42.22 7A 31 8R King Laborers Traffic Control Supervisor $42.22 7A 31 8R King Laborers Truck Spotter $46.57 7A 31 King Laborers Tugger Operator $47.44 7A 31 httos:Hfortress.wa.aov/Ini/wanelnnkirn/nrvWanalnnkiin acnx S/7U/?nlR Page 6 of 18 King I abor"I Tunnel Work-Compressed Air $92.60 7A I 31 §_Q Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $97.63 7A 31 8g Worker 30.01-44.00 psi King Laboieis Tunnel Work-Compressed Air $101.31 7A 31 8� 'Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $107.01 7A 31 Worker 54.01-60.00 psi King Laborers ITunnet Work-Compressed Air $109.13 7A 31, Worker 60.01-64.00 psi King 'Laborers ers Tunnel Work-Compressed Air $114.23 7A 31 8g (Worker 64.01-68.00 psi King Lahorers Tunnel Work-Compressed Air $116.13 7A 31 Worker 68.01-70.00 psi — King Laborers Tunnel Work-Compressed Air $118.13 7A 31 8� Worker 70.01-72.00 psi King I Laborers Tunnel Work-Compressed Air $120.13 7A, 31 Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $48.12 7A 31 8S Tender King Laborers Tunnel Work-Miner $48.12 7A 31 8Q King Laborers Vibrator $47.44 7A 31 King Laborers Vinyl Seamer t4l 7A 31 King Laborers Watchman 7A 31 King Laborers Welder 7A 31 King Laborers Well Point Laborer $47.44 7A 31 King Laborers Window Washer/cleaner $35.88 7A 31 — King Laborers - Underground Sewer General Laborer @ Topman $46.57 7A, 31 Et Water King Laborers Underground Sewer Pipe Layer $47.44 7A 31 & Water-- -- — King Lanrlsca e Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landsca e Cor7struction Landscape Equipment $28.17 1 Operators Or Truck Drivers King LandscapewConstruction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $56.78 5D 1H King Marble Setters Journey Level $55.82 5A 1M King Metal Fabrication Shop Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $11.50 1 King Metal Fabrication(in Shops Machine Operator $13.04 1 Kirk MoCal Fal7rrcationlrv 'Shoa Painter $11.50 1 King Metal Fabrication (In Shop) Welder $15,481 1 King Millwright Journey Level $58.68 5D 4C King Modular Buildings Cabinet Assembly $11.56 1 King M95491lar Bui ings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Mi; iaalar_I3uildings: Plumber $11.56 1 httos://fortress.wa.00v/Ini/waaelookuo/i)rvWacelookuD.asDx 5/29/2018 Page 7 of 18 King Mnd4lao Brnlchgr,gs Production Worker $11.50 1 King Modular BuildinRs Tool Maintenance $11.56 1 King Mndr2 Lpr Buitdii&,s Utility Person $11.56 1 King Ma'rdulnr Burldir%5 Welder $11.56 1 King PaintcI-s Journey Level $41.60 6Z 2B King Pile Driver Crew Tender $52.37 5D 4C King Pile„Driver Hyperbaric Worker - $71.35 5D 4C Compressed Air Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - $76.35 SD 4C Compressed Air Worker 30.01 - 44.00 PSI King Pile Driver ^ Hyperbaric Worker - $80.35 5D 4C Compressed Air Worker 44.01 - 54.00 PSI King Pile Driver Hyperbaric Worker - $85.35 5D 4C Compressed Air Worker 54.01 - 60.00 PSI King Pile. Drivpr Hyperbaric Worker - $87.85 5D 4C Compressed Air Worker 60.01 - 64.00 PSI King Pile Driver Hyperbaric Worker - $92.85 5D 4C Compressed Air Worker 64.01 68.00 PSI King Pile Driver Hyperbaric Worker - $94.85 5D 4C Compressed Air Worker 68.01 70.00 PSI King Pile Drivcr Hyperbaric Worker - $96.85 5D 4C Compressed Air Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - $98.85 5D 4C Compressed Air Worker 72.01 - 74.00 PSI King Pile Driver Journey Level $57.43 5D 4C ..................._ _ _ King Plasterers Journey Level $54.891 7Q 1R King Rl2cy.gLgund tC Par'k Equipment Journey Level $11.50 1 Installers King Plumbers Ft Pipefitters Journey Level $81.69 6Z 1G King Power gWprnerrt Operatorrs Asphalt Plant Operators $60.49 7A 3C 8P King Power Luirrornent, 04>cratal,;s Assistant Engineer $56.90 7A 3C 8P King )owe^r__Er i r1°r Barrier Machine (zipper) $59.96 7A 3C 8P King Pawer EcLylp ?ent--Opr C qLs Batch Plant Operator, $59.96 7A 3C 8P T Concrete King Power E:grrpn ent.Oppcpte rs Bobcat $56.901 7A 3C SP King Powct' Ec4urlsri�lr7t. iakors. Brokk - Remote Demolition $56.90 7A 3C 8P Equipment King Power Ggtn4�sncn0:O1 cr itoEr Brooms $56.90 7A 3C 8P King Pnwert Ec uiprnent Operators Bump Cutter $59.96 7A 3C 8P King Power Egurpment..Operator-s Cableways $60.49 7A 3C 8P King Power Equipment Operators Chipper $59.96 7A 3C 8P httos://fortress.wa.nnv/lni/wanelnnktin/nrvWanelnnkiin_acny S/74/7f11R Page 8 of 18 King Compressor $56.90�:1 7A 3C 8P King Power Exluip — — ner t Operators Concrete Pump: Truck Mount $60.49 7A 3C8P With Boom Attachment Over 42 M King FraLVtr_ftlu Ai) Concrete Finish Machine -laser $56.90 7A 3C 8P Screed .......... ................... King Power;LgLt pff Le Li t Qp crpt,qLq Concrete Pump - Mounted Or $59.49 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure.. King Power [qUjt)q1e1i )LejLaIM Concrete Pump: Truck Mount $59.96 L A 3C8P With Boom Attachment Up To 42m King Conveyors $59.49 7A 3C SP King Power Equipment Operators Cranes Friction: 200 tons and $62.33 7A 3C 8Pover King Power Equipment Operators Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Tons With Attachments King Power Egpj HUDILgRtLr112rs Cranes: 100 Tons Through 199 $61.10 7A X 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Lqv�er Ecpn7errt Opeaators Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P 250' of boom including jib with attachments King Power Equipment Cpecator'5 Cranes: 300 tons and over or $62.33 LA 3C 8P 300' of boom including jib with attachments King L)L)�Ler EcIL612nn!nLQIll�L 5 Cranes: 45 Tons Through 99 $60.49 7A X 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Powet EquipyncrLt Operator!, Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P Under King Cranes: Friction cranes $61.72 7A X 81? through 199 tons King RqteE.Eqqjp j21tr ra t qrs Cranes: Through 19 Tons With $59.49 7A X 8P Attachments A-f rame Over 10 Tons King ­Power EgUipirrent Operators Crusher $59.96 7A 3C 8P_ King Power Equipment Operators Deck Engineer/deck Winches $59.96 7A 3C 8P .................. (power) King Lo��!�L EqL02MtELOp-,rators Derricks, On Building Work $60.49 7A 3C 8P 1_ — — - King Pow�rnent.Op ators Dozers D-9 Et Under $59.49 7A 3C 8P King Power EQUiornerlt Operalors Drill Oilers: Auger Type, Truck $59.49 7A 3C 8p Or Crane Mount I King Power EguippM001._Operators Drilling Machine $61.10 7A 3C 8P King Power_FcLuji)ment Operator5 Elevator And Man-lift: $56.90 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell $59.96 7A 3C 8P And Gamaco Et Similar ff Equipment King $59.49i LA X 8P htti)s://fortress.wa.cov/1ni/wacielookUD/DrvWaaelookUD.asDx 5/29/2018 Page 9 of 18 Forklift: 3000 Lbs And Over With Attachments ..................................­­­------ With Attachments $56.90 7A 3C P King Power Equipment Operators Forklifts: Under 3000 Lbs. King Powor EQUir)Tnent Operatws Grade Engineer: Using Blue $59.96 7A 3C IP Prints, Cut Sheets, Etc King Powpr.Equij2ment 0p erators Gradechecker/stakeman $56.90 7A 3C 8P ................ King Powei Equzp�q ent Qjreratorl Guardrail Punch $59.96 7A 3—c 8P King Power.Equipment Operators Hard Tail End Dump $60.49 71A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over I Z King rmient Ot,)eialws Hard Tail End Dump 59.96 7A LC 8P Articulating Off-road Equipment Under 45 Yards King Power EquipLyLent OE ralqrs Horizontal/directional Drill $59.49 7A 3C 8P Locator King 22wer_Ej� uil rrr =rrl o aLor Horizontal/directional Drill $59.96 7A 3C 8P Operator King Rowc,�i-LqViptlLeA_)CpPLa Hydralifts/boom Trucks Over $59.49 7A 3C 8P ta�� — — 10 Tons King Rower Equipment CIDerEltOrS Hydratifts/boom Trucks, 10 $56.90 7A 3C 8P Tons And Under King Power EgLipffic nt Orjt atqrs Loader, Overhead 8 Yards. Et $61.10 7A X 8P Over King PowerlaLfipmC-Ft O teraturs Loader, Overhead, 6 Yards. $60.49 7A 3C 8P But Not Including 8 Yards King Rower FqLaif EALqLiL� Loaders, Overhead Under 6 $59.96 7A X 8P Yards King Pqye Sjui)rre t Opztatcrr.s LoadersPlant Feed $59.96 7A 3C 8P King Power Eouiumoint Operators Loaders: Elevating Type Belt $59.49 7A 3C 8P King Locomotives, All $59.96 7A 3C 8P King Rower [clyipLnent OperztOrs Material Transfer Device $59.96 7A 3C 8P King jt:­QL)LCLitors Mechanics, All (leadmen - $61.10 7A 3C 8P $0.50 Per Hour Over Mechanic) King Power Equipmcrit Operators Motor Patrol Graders $60.49 7A X 8P King 22y r Ec1 In rent pjxtEiltors Mucking Machine, Mote, $60.49 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Powo E(Ljjp�irrio(IL Operators Oil Distributors, Blower $56.90 7A 3C 8P Distribution EL Mulch Seeding Operator King Power ECILlipmerA Operators Outside Hoists (elevators And $59.49 7A X 8P Manlifts), Air Tuggers,strato King Bower IE-qent Operators Overhead, Bridge Type Crane: $59.96 7A 8P _ ­�b_!L_ 3C 20 Tons Through 44 Tons King Power Equijlment Operators Overhead, Bridge Type: 100 $61.10 7A X 8P Tons And Over King Pow Eggjp�LTientj3,p; LEgLs Overhead, Bridge Type: 45 $60.49 7A 3C 8P Tons Through 99 Tons King A 3C 8P _qt_I Pavement Breaker $56.901 L httDS://fortress.wa.(iov/lni/wacieloc)ktj r)/r)rvWanL-Innkti n.acny R Page 10 of 18 King EL�v o F.Sjij2j)] nl,nratni s Pile Driver (other Than Crane $59.96 7A 3C 8P Mount) King Power.Equipment Operators Plant Oiler - Asphalt, Crusher $59.499 7A 3C 8P King Pow $56.90 7A 3C 8P it.Qp- ,i Posthote Digger, Mechanical L S King 2-oLvv—eLEQWV! Power Plant $56.90 7A X 8P King Power EgqipMegt_qpe!:A� Pumps - Water $56.90 7A X 8P King Power Equipment Operators Quad 9, Hd 41, D 10 And Over $60.49 7A X SP King Power 1clianent-01.1 ators Quick Tower - No Cab, Under $56.90 7A X 8P 100 Feet In Height Based To Boom King Power E(Luipment Q[2trators Remote Control Operator On $60.49 7A X 8P Rubber Tired Earth Moving Equipment King I!gw(:r E(jy Rigger And Bellman $56.90 7A X 8P King Pr (111LOfLei atoi s Rigger/Signal, Person, BeRman $59.49 7A 3C 8P 2 (Certified) King Power Rottagon $60.491 7A 3C 8P King- POWer EQUirmnont Ooerators Roller, Other Than Plant Mix $56.90 7A X...................8P......-- -------------------------------------King Power Eqqjpmcnt_O:erators Roller, Plant Mix Or Multi-lift -$59.44 7A 3C 8P L Materials King Power EQuiOrnellt, Operators Roto-mill, Roto-grinder $59.96 7A X —8P King I?qwcr F(jknLaiEnLQL s Saws - Concrete $59.49 7A 3C 8P King Power EQUirWrient Operators Scraper, Self Propelled Under $59.96 7A 3C 8P 45 Yards King C:qvierbqujjpment OLLi awif Scrapers - Concrete Et Carry $59.49 7A 3C 813 All King Power Equipment Ojl)eWor Scrapers, Self-propelled: 45 $60.49 7A X SID Yards And Over King Power.jEc_Lu�Tiont_g_pei_AtcTs Service Engineers - Equipment $59.49 7A X 8P King Power Equipment Operators Shotcrete/gunite Equipment $56.90 7A X SP King Power Equipment era.op ators Shovel , Excavator, Backhoe, $59.49 7A 3C8P Tractors Under 15 Metric Tons. King Power EquiPIT1011t Operators Shovel, Excavator, Backhoe: --$60.49 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Tractors: 15 To 30 Metric Tons King Pq,��2LLf.,gj[iL)nr�(,Lij Operators Shovel, Excavator, Backhoes: $61.10 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Over 90 Metric Tons King Power E.cgnp!L(LtLt�o)t[AtqLs S[ipfornn Pavers $60.49 7A 3C 8P King Power Eouioniont Ooegatois Spreader, Topsider & $60.49 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $59.96 7A 3C 8P King Power E U!)rnent Operatoi s Tower Bucket Elevators $59.49 7A 3C 8P King Power [guji )rrwntj 3C_OjeraLors Tower Crane Up To 175' In $61.10 7A 8P _ Height Base To Boom httr)s://fortress.wa.00v/1ni/waaelookuD/DrvWaaelookUD.aSDX 5/29/2018 Page 11 of 18 King Pg ver._EOuiryn gpt .paT-vc: rs Tower Crane: over 175' $61.72 7A 3C 8P through 250' in height, base — — to boom King lay >ra �npt OTr�e T moors, Tower Cranes: over 250' in $62.33 7A 3C 8P height from base to boom King Pa&pr Eg mrtt Opfli armors Transporters, All Track Or $60.49 7A 3C 8P _ Truck Type King Power Ecru III(rot: Ua erritr rx Trenching Machines $59.49 7A 3C 8P King Power_Equi rttrrNg Q ra�L s Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Tons And Over King Fcyv *r_Ecrtbu�arv:,a;�rr(,OperaL r Truck Crane Oiler/driver $59.49 7A 3C 8P Under100 Tons King awgr mEcLrri,l5rti7 o1,t—f-l xerat -- crn ; Truck Mount Portable $59.96 7A 3C 8P Conveyor King Powc^r Ettuip rrir,3c31 C1pertN3u;s Welder $60.49 7A 3C 8P King Power Equipment Ot)eratoes Wheel Tractors, Farman Type $56.90 7A 3C 8P King LPower Fc url7 r eraG;: t).p,trat.car°s Yo Yo Pay Dozer $59.96 7A 3C 8P King Power EguiNpn3,ei,�r�t �f?elmatr�ars- Asphalt Plant Operators $60.49 7A 3C 8P Underoround Sewer &. Water King Powerwquoenr^ral' Operators• Assistant Engineer $56.90 7A 3C 8P Underground Sewer i Water — King Power Etruiaamc nt Ouer wtgL,- Barrier Machine (zipper) $59.96 7A 3C 8P Under nound Sewer,d: Water — — — King Loweer FoutpmerotjOjarrators, Batch Plant Operator, $59.96 7A 3C 8P Underground Sewer Eu Water Concrete ... ......... King 1�csw�rFgLA Thentm Bobcat $56.90 7A 3C 8P 2ntie=nrri Sewer Et Water lr King Power Ec tprnt rit_Oo ators- Brokk - Remote Demolition $56.90 7A 3C 8P tJnclt:r€rgtat] we>r a Water Equipment — — King Pcrwr r iurgur r gn _OpCe���rators..- Brooms $56.90 7A 3C 8P t1md rPi'S7und Sewer a Water — — — King Power Eraaralsnaent (3peratmmc rs- Bump Cutter $59.96 7A 3C 8P l��'ndeiPL2und r?ewe{' Et Water — — King Bower E¢uirl�nuc rt Operators- Cableways $60.49 7A 3C 8P UndeiQp und Scmmwcr_It,„Watcrr King Power Eouipur7ent Operators_ Chipper $59.96 7A 3C 8P Underrtrtt}tnnd Sewer tt Water — King Power EGUIDrnent Operators- Compressor $56.90 7A 3C 8P U11dera9round Sewer Et Water King Power_Eauioment Operators- Concrete Pump: Truck Mount $60.49 7A 3C 8P Unde%,rorrnci Sr wer EL Water With Boom Attachment Over .--.,- 42 M King Power EQUirirlaent Opr rates` Concrete Finish Machine -laser $56.90 7A 3C 8P lJnders'ratund Sewer Et Water Screed — King. Power` Errritrimer;rt Pp atcat-s-, Concrete Pump - Mounted Or $59.49 7A 3C 8P gLidergiLr.irad Sgw!ter B., _W�aL er Trailer High Pressure Line — Pump, Pump High Pressure. King Power�Frquapmert.-Operators-. Concrete Pump: Truck Mount $59.96 7A 3C 8P Wndernground Sewer ft.Water With Boom Attachment Up To 42 m King Conveyors $59.49 7A 3C 8P httos://fortress.wa.aov/Ini/wacieIookuo/r)rvWaaelookiin-asnx S/9q/?nlR Page 12 of 18 Power EqL!jpfno�tgITr.T.�,,' rt Water King ?O—Wr�C-11--(Ltlii)�—TuC-ILIt-OAlLct—alo—r�w Cranes Friction; 200 tons and $62.33 7A 3C 8P UndererOUnd Sewer It, Water over King Cranes: 20 Tons Through 44 $59.96 7A 3C 8P .UnderorouL)d Sewer & Water Tons With Attachments King Ppwg Equipmqrit_Qj2q_tors Cranes: 10O Tons Through 199 $61.10 7A 3C 8P jtdfrp gjt�odLwd Sewer Fx Water Tons, Or 150' Of Boom (Including Jib With Attachments) King LL!bm Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P Undei fir OL111d Sewer & Water 250' of boom including jib with attachments King Power Egui ment Opc.rators- Cranes: 300 tons and over or $62.33 7A 3C 8P _P Underground Sewer Et Water 300' of boom including jib with attachments King LYLL.Iggi(srYren O')erators- Cranes; 45 Tons Through 99 $60.49 7A 3C 8P Underground Sewer & Water Tons, Under 150' Of Boom (including Jib With lAttachments) King Cranes: A-f rame - 10 Tons And $56.90 7A 3C 8P lkdeqqround Sewer It Water Under King aqyyCL._L Cranes: Friction cranes $61.72 7A LC 8P !LldeLpan Lnriln_er k]-A�a L�t through 199 tons King Power Equipment Operators- Cranes: Through 19 Tons With $59.49 7A 3C 8P LLtldorgrountIAcrweL0 Wan: r Attachments A-frame Over 10 le Tons King Power Equipment Ooerators- Crusher $59.96 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Deck Engineer/deck Winches $59.96 7A 3C 8P Underground Sewer Ft-Water" (power) King 1 owtL EcLUMpritnt Operators- Derricks, On Building Work $60.49 7A X 8P Underground Sewer Et Water King f3ayLe Dozers D-9 ft Under $59.49 7A 3C 8P Underground Sewer FT. Water King Pqwgr E_ Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Underground Sevver Et Water Or Crane Mount King Rower E_qui )nneiLt 02trat�)rs. Drilling Machine 7A 3C 8P j_ $61.10 AndergLqugd Sewer a Water King Power Equipment.Operators- Elevator And Man-lift: $56.90 7A 3C 8P LkL(Lefground_.Sewer a Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell $59.96 7A 3C 8P Underground Sewer Et Water And Gamaco Et Similar Equipment King Power Eqwdprrjent operators- Forklift: 3000 Lbs And Over $59.49 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. $56.90 7A 3C 8P 1 11cdee�round Sewer Fi Water With Attachments King PowerEcluiLment OL)erators.- Grade Engineer; Using Blue $59.96 7A 3C 8P Y_q�Lcrgrqund_Scwer' a Water Prints, Cut Sheets, Etc King Power Equipment Operators- c $56.90 7A 3C 8P j- �Gradeche ker/stakeman — 12d gm—nd Sewer—awatel httDs://fortress.wa.00v/1ni/waaelookUD/DrvWaaelookuD.aSDX 5/29/2018 Page 130f 18 King Pqwer,EqujpLmnt Operators- Hard Tail End Dump $60.49 7A 3C 8P Underground.Sewer Et Watei Articulating Off- Road Equipment 45 Yards. Et Over King EL(Lw_erL(A��Sj)N_Iuk�_Oj st Hard Tail End Dump $59.96 7A 3C 8P Equipment Under 45 Yards Operator King op ft Water 10 Tons Sewer a Water Tons And Under King Pnwer EOUiDmert Operators- Loader, Overhead 8 Yards. Et $61.10 7A 3C 8P King P�LV jLr.ide�grpurLd_Sewer ft Water But Not Including 8 Yards King �9v�gEr.gLijl�ni(�iit.0r)et-ators- Loaders, Overhead Under 6 $59.96 7A 3C 8P _LqL��aqieijt Operators- Loaders, Plant Feed $59.96 7A 3C 8P ft Water King Powen Eggi'me Loaders: Elevating Type Belt $59.49 7A 3C 8P Undero,round Sewer it Water Underg,round Sewer Et-Water King E_0_m%L_L(LUIpIr_en t._02enua t...ors...-. Material Transfer Device $59.96 7A 3C 8P Underground Sewer Et Water Underqround Sewer [t Water $0.50 Per Hour Over Underg,i ound Sewei & Water Tunnet Drill, Boring, Road Header And/or Shield UnderL)round Sewer Et Water Distribution Et Mulch Seeding Operator King P o w e r_E a u i p_alg_nt_0 p q na t c�t�- Outside Hoists (elevators And $59.49 7A 3C 8P King Power EqUiUrnent Operators- Overhead, Bridge Type Crane: $59.96 7A 3C 8P ,�urd Scwer U Water 20 Tons Through 44 Tons King Power EuLlipment Operators- Overhead, Bridge Type: 100 $61.10 7A 3C 8P Llnderp=nd Sewer & Water Tons And Over King Power Equipment Oper-ato-r�-- Overhead, Bridge Type: 45 60 49 7A 3C 8P Underqround Sewer Et Water Tons Through 99 Tons Underpround Sewer Et Water httnS://f8rtreS1m/8.Uov/Ini/vvaoeInnkun/nn/VVaonInok|/n-annx c;/7q/?01K Page 14 of 18 Power Ecjuwprnent Pile Driver (other Than Crane er & Water Mount) King raLoi s- Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P Underground Sewer Ct Water King Posthole Digger, Mechanical $56.90 7A 3C 8P UoLlffgtqMnd�Sewer & Water King ApL Power Plant $56.90 7A 3C 8P i!i-1der.Pr0Lt-tnj_Lewer F1 Water King Power EadiDiverit Operators- Pumps - Water $56.90 A L 3C 8P Ft Water King Power EOLIiDment Operators- Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Underground Sewer ft Water King Dower Fctt r 8P gigL�1�2LIt Qp c oLs-. Quick Tower - No Cab, Under $56.90 7A 3C tL�L — — Underuround Sewer 6 Water 100 Feet In Height Based To .Underground........ Boom King L)Q-Vfr F-quiL)LTlt,,nt_P E��a L)Ls- Remote Control Operator On $60.49 7A 3C P LL L . — — 4-- Undemround Sewer Et Water Rubber Tired Earth Moving ....................... Equipment King Rigger And Bellman $56.90 7A 3C 8P JnderP,1-0Ur)d Sewer Et Water King jEqwcLLqUJL)rngnt Qpq atqrs-s_ Rigger/Signal Person, Bellman $59.49 7A 3C 8P Underground Sewer Et Water (Certified) King Power Eguipment�r Rollagon $60.49 7A 3C 8P Operators- Underground Sewcn R Water King Power Equipment Opel aLot-L- Roller, Other Than Plant Mix $56.90 7A 3C 8P )ndgrgwond Sewer &Water I King Power EouiDrnent Operators- Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P LfinLeLgrouncl Sewew R Water Materials King Eo�NqrEqujprnent_0 esters. Roto-mitt, Roto-grinder $59.96 7A 3C 8P Underground Sewell Water I King Power Equipment Onerators- Saws Concrete $59.49 7A 3C 8P Underground Sewer ft Water King Power.Equipment Operators- Scraper, Self Propelled Under $59.96 7A 3C 8P _Unc6er u o¢and Sewer Ft Water 45 Yards King Power Scrapers - Concrete Et Carry $59.49 7A 3C 8P 11nderg,Lound.Sewer CS Water All King Power E.ctqjp n )qLt 0 ,Eq�L o ,EL Scrapers Self-propelled: 45 $60.49 7A 3C 8P Lpj� _ — — Underground Sewer & Water Yards And Over King Lower EqqjLrLicnt9 erators- Service Engineers - Equipment $59.49 7A 3C 8P Qttide^rqround Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $56.90 7A 3C 8P Underground Sewer Et Water King Power EqurpU gnt Oraerato Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. King Power Eo pment 0 erators- Shovel, Excavator, Backhoe: $60.49 7A IC 81 ULndgrg,i L LidI---.Swer Ft Water Over 30 Metric Tons To 50 _U e --- Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $59.96 7A 3C 8P _ Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Po we r ff tqi �Mfl.fl t $61.10 7A 3C 8P -L L)ndenj I ound Sewer Ft Water httos:Hfortress.wa.aov/ln i/wacielooku D/DrvWaaelookuo.asox 5/29/2018 Page 15 of 18 Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons King Sower Shovel, Excavator, Backhoes: -$61.72 7A 3C 8P Underground Sewer Et Water Over 90 Metric Tons ............ ............................. King LloVLi pLqt' Slipform Pavers $60.49 7A 3C 8P Underground Sewer it Water ............- I King Power EQUIOMPIA Operatw,- Spreader, Topsider Et $60.49 7A 3C BID Ei Water Screedman King llowcr_Ec Lip nervir 4) rators-C ,e -m _ --- ISubgrader Trimmer $59.96 7A 3C 8P King LOw(Ll' Eq(r.ffj�,�ut ra�tor- !Tower Bucket Elevators 7A 3C BID L _ -p r�e $59.49 2jqder,nr0Und Sewer Et Water King La Tower Crane Up To 175' In $61.10 7A 3C 8P thj�krg?Lo jr�LS�� ittp Height Base To Boom U MgL__Y�L .E King Power -(L1j1P1[ LLDt _.pg�CLiLors- TowerCrane: over �Pround Sewer Er,_w 11ter through 250' in height, base to boom King 112-tQr Eotriornent Opeiatois- Tower Cranes: over 250' in $62.33 7A 3C 8P jL11der.Pr()LJnd Sewer & Water height from base to boom King Power EcLuipment Operator s- Transporters, All Track Or $60.49 7A 3C 8P Undcrground Sewer ft !dater Truck Type King L( L)LLa tqLs- Trenching Machines $59.49 7A 3C 8P Sewer & WaLei King Elqwe ,_erators Op - Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Sewer rt Water Tons And Over King Power Eeiuipmerrill.Opetators. Truck Crane Oiler/driver $59.49 7A 3C 8P Underground Sewer 8: Water Under 100 Tons King Power Fauu�-)mf n t Qjl)e ra tors- Truck Mount Portable $59.96 7A 3C 8P Underqi2uLd Se r i AilLL� Conveyor 2�L k. _ King Power Fqyr.,Ume )LLl o i:sz Welder $60.49 7A 3C 8P 1�t Pj_ � prideLp urg ev�er Ei Watoi,�,o _S King L(2- Wheel Tractors, Farmall Type $56.90 7A 3C 8P Under-FrXind Sewer It Water King R2w2LLqjjprracrrrt Opu ators- Yo Yo Pay Dozer $59.96 7A 3C 8P Underel DUnd SeVV,1 RWater King Power Line Cleardrice Ti ee Journey Level In Charge $50.02 5A 4A Trimrners King Power Line Clearance Tree Spray Person $47.43 5A 4A :F1-rnrrler s ------ King Power Line-Clearance Ft ee Tree Equipment Operator $50.021i LA 4A ..............--- ........ Trimmers King Power Line Clearance Tree Tree Trimmer $44.64 5A 4A Trimmers KingPower Line C[earar-c-e-Tree Tree Trimmer Groundperson $33.67 5A 4A Trimmers King Refuaseratron tt Air Journey Level $77.86 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $55.821 5A I LM I King Residential Cai S,�c ?enters Journey Level $28.20 King Residential-atiCement Masons Journey Level $22.64 httDS://fortress.wa.c3ov/1ni/waaelookiin/nrvWaneInc)ktjn.a-n)( r)/?q/?nl R Page 16 of 18 King Residential Or $�2.86t I I Journey Level 5D IC King Residential Di y atITapis. Journey Level $57.431 LP 1E King Residential Electricians Journey Level $30.44 King Residential G[iziers Journey Level $41.05 7L 1H King Residential Insulation Journey Level $26.28 1 King Residential Laborers Journey Level $23.03 1 King Residential Marble Seticis Journey Level $24.09 1 King Residential Painters Journey Level $24.461 1 King Residential Plumbers E Journey Level $34.69 1 - EIRCLI-tten -- King Residential Refriperation Et Air Journey Level $77.86 6Z IG . ..........-.-........................................ Conditionim! Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $44.56 7F 1R Workers King Residential Soft FWULLayers Journey Level $47.61, 5A 3J King Rc,sidoritial.SpLmk2er_Frtters Journey Level $46.58 5C 2R t:tne-P LO t L�q 1J.q D.I - King Residential Store Masons Journey Level $55.82 5A 1M King Residential Terrazzo WOrkers Journey Level $51.36 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $20.00 1 King Roofers Journey Level $51.02 5A 3H King Roofers Using Irritable Bituminous $54.02 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $78.17 7F 1E King ShripAuildd Lnp p_LL 5kip c h Boilermaker $43.31 7M 1H King Shipbuilding Et Ship Repair Carpenter $41.06 7T 2B King jhiL).buf(djnP ft Ship RI Electrician $42.07� 7T 4B King Shtipir-LlfLc Llrnli2tip3ieoair" Heat Et Frost Insulator $67.931 5J 4H King Shipbuilding Et Ship Repair Laborer $41.99 7T 4B King Shipbuilding Ee Ship_Repair Machinist $42.00 7T 4B King 5hr shrri'A ing_k..F.Lliip Relaah, Operator $41.95 7T 4B King Shinbuiitlinr Et Slrip RcUarr Painter $42.00 7T 4B King Shipbuilding a Ship Repair Pipefitter $41.96 7T 4B King ShipbUftcling It, Ship_Ecp& Rigger $42.05, 7T 4B King 51r _�L�N R lLai" Sheet Metal. $41.98 7T 4B L Hr King Shipbuilding Et Ship Repair Shipfitter $42.05 TF 4B King 511ijp3u I 1jq 4 5tjiP air Trucker $41.91 7T 4B di -Re P. King SlhilC tdin-q tt Ship Repair Warehouse $41.94 7T 4B King S�43ILy Wing�Et Sf�fp c L)�ai Lr Welder/Burner $42.05 7T 4B L_ _Rq -- King Sign MI!S2.E� -Sign Installer $22.92 1 iUe9til"iCal�i, King Sign Makers fit Installers ISign Maker $21.36 httr)s://fortress.wa.aov/1ni/waaelookUD/DrvWaaelookur).asox 5/29/2018 Page 17Of18 King Sign�Makers R Instftt_LrLLNon- Sign Installer $27.28 1 King Solar Controls For Windows Journey Level $12.44 1 ,qinq Mechanics (Non Journey Level Structurall King Store Masons Journey Level $55,82 5A Im King Street And Parking Lot Journey Level $19.09 1 King 5-Ltl Y U211-s Assistant Construction Site -�59.49 7A 3C 8P Surveyor King SUrvevoi Construction Site Surveyor $60.491 ZA 3C 8P King Telecommunication Journey Level $22.76 1 King ItL�!Le_Line Construction - Cable Splicer $40.52 5A 2B King l��gpl�oiie_Liiie_Consti,uctio[i - Hole Digger/Ground Person $22.78 5A 2B �Ihone, Line Construction - Installer (Repairer) Outside King lLe e3hone Line Conqruction - Special Aparatus Installer 1 $40.52 5A 2B Outside King Teleohone Line ConsLruction - Special Apparatus Installer 11 $39.73 5A 213 Outside I King jgjL�phone Line Construction - Telephone Equipment $40.52 5A 2B Outside Operator (Heavy) Outside Operator (Light) Outside Outside Outside Lineperson/Instatter King I'dephone Line Construction - Television System Technician $34.10 5A 2B Outside Outside King TcALp io ie in(,Construction - Tree Trimmer $37.74 5A 2B Outside King Terrazzo Workers Journey Level $51.36 5A IM King Tile Setters Journey Level $51.36 5A 1M King Tile, Mai ble 6. Terrazzo Finisher $42.19 5A 1B Finishers I King Traffic Control Str�ers IJourney Level $45.431 7A 1K htfn�-//6nrfne,;-.m/a.00v/lni/vvaoe|nok|m/nn/VVAn("|onk/masnx c;/7q/7O18 Page 18 of 18 King (Truck Di Asphalt Mix Over 16 Yards (W. $52.70 5D 3A 81 f WA-Jowt Council 28) King Truck_Drivers Asphalt Mix To 16 Yards (W. $51.86 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $52.70 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $51.86 5D 3A 8L 'Council 28) King Truck Drivers Other Trucks (W. WA-Joint $52.70 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Welt Dritters [I Ilrr_iltiion Purnp Irrigation Pump Installer $17.71 1 Installers King Well Drillers a Irrigation Pump Oiler $12.97 1 Installers King Welt DrWe s (t Irrigation Pumra WeVV Driller $18.00 1 Installers httDs://fortress.wa.00v/Ini/waaelookUD/DrvWaaelookUD.aSDX 5/29/2018 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 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 atone 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) horns after eight (8) regular hours Monday through Friday and the first ten(10)hours on Sauirday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked oil 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 he 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 hotly rate of wage. F, The first two (2) hours after eight (8) regular hours Monday through Friday and the first ton (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-lralf times the hourly rate of wage. All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2)hours after eight(8) regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the horsily 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 Lit 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. 1 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 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 atone 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 horns as may be agreed upon by any employer and the employee)and all horns worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 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 tunes 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 onc-lralftimes the hourly rate ofwage. 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 thin 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 ,an 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(S1.00)per hour for all hour's 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 overtire rate until such time as the employee has had a break of eight(8)hours or more. 3 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 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 151h shall be compensated at one and one half(1-1/2)times the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.In the event the job is down due to weather conditions during a five day work week(Monday through Friday,) or a four day-ten hour work week(Tuesday through Friday,) 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 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, J. All hours worked between the hours of 10:00 pin 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. 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(I-1/2)tines the straight time rate of pay, unless a four(4) day ten (10) hour A,orlcwcck has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday maybe worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 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 ofpay.Rates include all members of the assigned crew. EXCEPTION: On all mnttipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two(2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate,of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half(1'iz) 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. II. The first two(2)hours aftenr 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. Ilolidav 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). 5 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Hoh(lay Codes Continued 5. 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, hrdependence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas(6). 1. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: Now 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 Cluisnnas, And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays: New fear'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). e 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, Tharilcsgiving 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(I1). 6 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 Iloliday Codes Continued 6. 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. 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. C. 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. 7 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Holiday Codes Continued 7. 1. Holidays: New Year's Day, Resident'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. I. 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. M. Paid Holidays: New Year's Day, The Day after or before Now 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 aholiday 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. & 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. 8 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Holidov Codes Continued 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. Note Codes 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: $025, 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. R. 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. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal ofall 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. 9 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Note Codes Continued 8„ U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit: $2.00,Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked.Workers who do "pioneer"work(break open a cut, build road, etc.)more than one hundred fifty (150) feet above grade elevation receive an additional$0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50'to 100'-$2.00 per foot for each foot over 50 feet.Over 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 Linemau/Groundmen rates would apply to meters not fitting this description. 10 General Decision Number: WA180001 03/16/2018 WA1 Superseded General Decision Number: WA20170001 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 $10.35 for calendar year 2018 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 $10.35 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 2018. 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 01/05/201B 1 01/12/2018 2 02/23/201B 3 0:3/16/2016 CARP0001-008 06/011/2017 Rates Fringes CARPENTER GROUP I. . . . . . . . . . . . . . . . . . . . . $ 32 .32 16. 14 GROUP 2 . . . . . . . . . .. . . . . . .. . . . . . $ 43 .42 18.44 GROUP 3 . . . . . . . . . ... . . . . . .. . . . . .$ 33 .41 16. 14 GROUP 4. . . .. . . . . . .. . . . . . . . . . . .$ 32 .32 16. 14 GROUP 5 . . .. . . . . . . . . . . . . . . . . . .$ 75. 16 16 .14 GROUP 6 . . . . . . . . . . . . . . . . . . . . . $ 36 .58 16 .14 GROUP 7 . . . . . . . . . . . . . . . . . . . . . $ 37 .58 16.14 GROUP 8 , , , , , , , , , , , , , , ,, , , , , , $ 34 .41 16 . 14 GROUP 9 . . , .. . . . . . . .. . . . . . .. . . . .$ 40 .58 16 . 14 WA180001 Modification 3 Federal Wage Determinations for Highway Construction ..y t 2 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 carpenters GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby, Bell/Vehicle or Submersible operator Not Under Pressure GROUP 8: Assistant Tender, ROV Tender/Technician GROUP 9: Manifold Operator-Mixed Gas ZONE PAY: ZONE 1 0-40 MILES FREE ZONE 2 41-65 MILES $2 .25/PER HOUR ZONE 3 66-100 MILES $3 .25/PER HOUR ZONE 4 OVER 100 MILES $4. 75/PER HOUR 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 (302 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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction 3 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. LEVEL C + $ .50 per hour - This level uses an air purifying respirator or additional protective clothing, LEVEL R + $ .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. ------ ----------------------- -- ---------------- -- -- ------ ------ ------ WA180001 Modification 3 Federal Wage Determinations for Highway Construction 4 CARP0003-006 10/01/2011 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 and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: Rates Fringes Carpenters: CARPENTERS. . . . . . . . . . . . . . . . . . $ 32 .04 14 . 18 DIVERS TENDERS. . . . . . . . . . .. . . . $ 36 .34 14 . 18 DIVERS. . . . . . . . . . . . .. . . . . . . . . . $ 77 .08 14 . 16 DRYWALL. . . . . . . . . . . . . . . . . . . . . $ 27 .56 14 . 18 MILLWRIGHTS, . . . . . . . . . . . . . . . . $ 32 .19 14 . 18 PILEDRIVERS. . . . . . . . . . . . . . . . .$ 33 .04 14 . 18 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 - $0 . 85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2. 00 Zone 6 - 3 . 00 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point. ) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2 : Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3 : Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities WA180001 Modification 3 Federal Wage Determinations for Highway Construction CARP0770-003 06/01/2015 Rates Fringes CARPENTER CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL. . . . . . . . . . . . . . . . . . .$ 40 .46 13 .66 CARPENTERS . . . . . . . . . . . . . . . . .$ 40 .36 13 .66 DIVERS TENDER. . . . . . . . . . . . . .$ 35 . 02 14 . 00 DIVERS. . . . . . . . . . . . . . . . . . . . .$ 73 .44 14. 00 MILLWRIGHT AND MACHINE ERECTORS. . . . . . . . . . . . . . . . . . .$ 41 .86 13 .66 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING. . . . . . .$ 40.61 13 .66 (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 (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 $1.50/hour WA180001 Modification 3 Federal Wage Determinations for Highway Construction 6 - - - - ------- ---- ------- ------ — -__-_____-_ _______m __ mm .. . ..__ _..n _ CARP0770-006 06/01/2016 Rates Fringes CARPENTER WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only) , MASON,PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , PIERCE, SAN JUAN,SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES BRIDGE CARPENTERS. . . . . , . . .. .$ 40 .92 14 .59 CARPENTERS ON CREOSOTE MATERIAL. . . . . . . . . . . . . . . . . . .$ 40 .46 13 .66 CARPENTERS. . . . . . . . . . . . . . . . .$ 40.,92 14 .59 DIVERS TENDER. . . . . . . . . . . . . ..$ 44.,.67 13 .66 ➢IVERS. . . . . . . . . . . . . . . . . . . .. .$ 93 .56 13 .66 MILLWRIGHT AND MACHINE ERECTORS . . . . . . . . . . . . . . . . . .. .$ 41 .86 13 .66 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL FILING. . . . . . .$ 40 .61 13 .66 (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 (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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction s, 7 --- — -- —— —--— —-—---_____....._.._-----,------___—— —_—___—_....r,—..---_-- -— ELEC0046-001 02/05/2018 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER. .. . . . . . . . . . . . . . . . . . . $ 46. 87 3$+15 . 96 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . . $ 50. 09 3s+20.21 _ _.-.._______,_ .------- -------- ------------- - AND CABLE SPLICER. . . . . . . . . . . . . . . . .. . . . $ 44 .22 21. 50 [,;1,E CTR I: ;s,KN . . . . . . . . . . . . . . . . . . .. . . $ 4:1°.Cio 12.75 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 $9. 00/hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ___ _... -.-_ _-_____-.__--._-- .-- -- - ------------ -------- -- AND Rates Fringes CABLE. SPLICER. . .. . . . . . . . . . . . . . . . . .$ 44 .22 21..50 111iEC`RT„CXA;N. . . . . . . . . . . . . . . . . . . . . .. $ 42. tio 22 .75 _ ..______ ________.__.,___..---_-__-.---__-___-_-......._-_._._____-__--__.-.- ELEC0073-001 01/01/2018 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . .. . . . . . . . .$ 34 .10 16.68 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 33 ,25 18 .40 WA180001 Modification 3 Federal Wage Determinations for Highway Construction ------------------------------------- 0 Q(AYN' f i7i M-A S Qlj"' �0 2", j"",T Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . 40 . 05 24 ,49 . . . . . . . $ 40.70 23 „01 - ------- ------ -------- ---------------------- - ELEC0112-005 06/01/2017 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTTTAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes CABLE SPLICER. . . . . „ . . . . . . . . . . . . .$ 42 . 95 20 . 06 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . .$ 40.90 20 . 06 FLECO191-003 06/01/2017 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER. . . , „ . . . . . . . . . . . . . . .$ 44 .23 17 . 73 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 43 .45 19.69 ---- - ------------- -- ------ ----- ----------- -- ELFC0191-004 06/01/2017 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . $ 40 . 82 17.63 ELECTRICIAN. . . . . $ 40 .65 19.59 - -- -- -- - - - - - -- -- - -- ---- - ------ ----------------- ----- -- -------- --- WA180001 Modification 3 Federal Wage Determinations for Highway Construction I p 9 ENGIO302-003 06/01/2017 CHELAN (WEST OF THE 120TH MERIDIAN) , CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITA.S, 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 IA. . . . . . . . . . . . . .. . . . . .$ 41.90 19.20 Group 1AA. . . . . . . . . < . . . . . _$ 42 .52 19.20 Group 1AAA. . . . . . . . . . . . . . . . .$ 43 . 13 19,20 Group I. . . . . . . . . . . . . . . . .. . . . . $ 41 .29 19.20 Group 2 . . . . . . . . . .. . . . . . . . . . . . $ 40 . 76 19.20 Group 3 . . . . . . . . . . . . . . . . . . . . .$ 40.29 19.20 Group 4 . . . . . . . . . . . . . . . . . . . . . $ 37.70 19.20 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 IAAA - Cranes-over 300 tons, or 300 It of boom (including jib with attachments) GROUP IAA - 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 lA - Cranes, 100 tons thru 199 =ons, 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 truck or track type WA180001 Modification 3 Federal Wage Determinations for Highway Construction 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; Pesthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator WA180001 Modification 3 Federal Wage Determinations for Highway Construction 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. ----- ------ - --- -- --- -- - - ................ .....__----__ ENGIO370-002 06/01/2017 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) , COLUMBIA, DOUGLAS (EAST OF THE "20TH 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 . . . .. . . . . .. . . . . . . . . . . . .$ 27. 11 15 .20 GROUP 2 _ _ . . . . 27 .43 15.20 GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 28 . 04 15.20 GROUP 4 . . . . . . . . . . . . . . . . . . . . . $ 28 .20 15 .20 GROUP 5 . . . . . . . . . . . . . . . . . . . . .$ 28 .36 15 .20 GROUP 6 . . . . . . . . . . . . . . . . . . . . . $ 28 .64 15 .20 GROUP 7 . . . . . . . . . . .. . . . . . . . . . . $ 28 .91 15 .20 GROUP 8 .. . . . .. .. . . . . . . . . . . . . . . . $ 30 .01 15 .20 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 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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction 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 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) WA180O01 Modification 3 Federal Wage Determinations for Highway Construction (; ( 13 GROUP 5: Backhoe (under 45, 000 gw) ; 3ackhoe & 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 Operattr (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) ; Rcto Mill (pavement grinder) ; Scrapers, all, rubber-tired; Screed Operator; Shovel (undcr 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) 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 inc=uding B5 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 6 : 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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction > 114 BOOM PAY: (All Cranes, Including Tower) 180 £t 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 $1 . 00 an hour above classification. _.-..-.---.-----.-.-—--.-----.-_______.._,_...._,.,...__,__.....____.______________.--- ENGI0612-012 06/01/2014 LEWIS, PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS, ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles) : Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1A. . . . . . . . . . .. . . . . . . . .$ 38 .39 17.40 GROUP 1AA. . . . . . . . . .. . . . . . . . .$ 38 . 96 17.40 GROUP 1AAA. . . . . . . . ... . . . . . . . . $ 39 .52 17.40 GROUP I. . . . . . . . . . . . . . . . . . _ $ 37 .84 17.40 GROUP 2. . . . . . . . . . . . . . . . . . .. . .$ 37 .35 17.40 GROUP 3 _ . . . . _ . . . . _ . . . . . .$ 36 .93 17.40 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 34 .57 17.40 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 tt of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 It 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, back_hoes-6 yards and over with attachments WA180001 Modification 3 Federal Wage Determinations for Highway Construction 15 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 aver 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, S 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 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; Pesthole digger-mechanical; Power plant; Pumps-water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator WA180001 Modification 3 Federal Wage Determinations for Highway Construction 16 FOOTNOTE A- Reduced rates may he paid on the following: I . 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 . 11-2 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. ---- --- --- - - - -- --- - - - - ---- - ----- ---- ----- -- --------------------- ENC10701-002 01/01/2018 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES POWER EQUIPMENT OPERATORS: ZONE 1 Rates Fringes POWER EQUIPMENT OPERATOR GROUP I . . . . . . . . . . . . . . . . . .. . . . $ 41. 65 14 .35 GROUP IA. . . ._ . . . . ... .. . . . . . . . . $ 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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction 17 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 B4 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. 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. WA180001 Modification 3 Federal Wage Determinations for Highway Construction 1' 1,8 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 (2001 ) boom Including jib, inserts and/or attachments) ; Crane, Tower Crane with one hundred seventy five foot (1751 ) tower or less and with less than two hundred foot (2001 ) jib; Crane, Whirley ninety (90) ton and over; Helicopter when used in erecting work Group IA 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 (2001 ) 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 (1751 ) tower or over two hundred foot (2001 ) jib; Crane, tower Crane on rail system or 2nd tower or more in work radius Group 13 Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (2001 ) 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 (1501 ) 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 (2001 ) 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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction 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 (1501 ) 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. Group 4 Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement profiler, under eight foot (81 ) 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, mu-ti-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 (1001 ) in height and less than one hundred fifty foot (1501 ) jib (on rail included) ; Diesel-Electric Engineer (Plant or Floating) ; Directional ➢rill 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 (31 ) depth and deeper; Tub Grinder (used for wood debris) ; Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine; WA180001 Modification 3 Federal Wage Determinations for Highway Construction 20 Ultra High Pressure Water Jet Cutting Tool System Operator; Vacuum Blasting Machine Operator; Water pulls, Water wagons 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 (S ' ) or less; Concrete, Planer; Concrete, Pump; Concrete, Pump Truck; Concrete, Pumperete 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 (31 ) 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 -------- ----- --------- ---- - -------- ------- -- -- ------- ----------- WA180001 Modification 3 Federal Wage Determinations for Highway Construction 211. WAIT 1A AND 11MY'PMAN '.(UTIQTI is --- -- --- ------------ ---- - --------- -- -- ---- ----- --------- ----- - ------- --- IRON0029-002 07/01/2015 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . $ 34 .12 23 . 04 ------ -------------- --- ... .. . ---- --- - ------ --- i, k �TTl"V�..;i AM) cl HA,0"7 )Px AND WHAT F`DMI Rates Ff U+OXWO)P�Fff,-, . . . . . . . . . . . . . . 40 .52 --- - ------------ ----- ----- - ---------- - - --- - ----------------------- WA180001 Modification 3 Federal Wage Determinations for Highway Construction LABO0238-004 06/01/2017 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 . . . . . . . . . . . . . . . . . . . . .$ 24 .66 11 .30 GROUP 2 . . . . . . . . . . . . . . . . . . . . .$ 26 .76 11 .30 GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 27 .03 11 .30 GROUP I . . . . . . . . . . . . . . . . . . . . .$ 27.30 11 .30 GROUP 5 . . . . . . . . . . . . . . . . . . . . .$ 27 .58 11 .30 LABORER (SPOKANE) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 24 .66 11 .30 GROUP 2 . . . . . . . . .. . . . . . . . . . . . .$ 26 .76 11 .30 GROUP 3 . .. . . . . . . . . . . . . . . . . . _$ 27.03 11.30 GROUP 4. . . . . . . . . . . . . . . . . . . .. .$ 27.30 11 .30 GROUP 5. . .. . . . . . . . . . . . . . . . . „ ,$ 27.5S 11 .30 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, pumperete 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) ; ➢umpman; 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 all bull gang, concrete crewman, dumpman and pumperete WA180001 Modification 3 Federal Wage Determinations for Highway Construction I ;r r= 23 crewman, including distributing pipe, assembly & dismantle, and nipper) ; Nipper; Riprap Man; Sandblast Tailhoseman; I 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; Fodder 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, shores, 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) WA180001 Modification 3 Federal Wage Determinations for Highway Construction y l24 LAB00238-006 06/01/2017 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. . . . . . . . . . . . . . . . . . . . . . $ 26. 76 11 .30 -—--.-- ----._._.__.-.. _.__.__-----——_____._.__— LABO0252-010 06/01/2017 CLALLAM, GRAYS HARBOR, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC (EXCLUDING SOUTHWEST) , PIERCE, AND THURSTON COUNTIES Rates Fringes LABORER GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 24 . 85 10 . 99 GROUP 2 . . . . . . . . . . . . . . . . . . . . .$ 28 .45 10 . 99 GROUP 3 — . . . . . 35.54 10 . 99 GROUP 4 . . . . . . . . . . . . . . . . . . . . .$ 36.41 10 . 99 GROUP 5. . . . . . . . . .. . . . . . . . . . . .$ 36. 99 10 . 99 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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction ZS I 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 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; Redder; Sloper (over 20 ft) ; Spreader (concrete) ; Tamper and Similar electric, air and glas operated tool; T_mber 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) . WA180001 Modification 3 Federal Wage Determinations for Highway Construction t " 26 LAB00292-008 06/01/2017 ISLAND, SAN JUAN, SKAGIT, SNOHOMISH, AND WHATCOM COUNTIES Rates Fringes LABORER GROUP 1. . .. . . . . . . .. . . . . . . . . . . .$ 24 . 35 10 .99 GROUP 2 _ _ . . . . . . . . . . _ _$ 28 .45 10 .99 GROUP 3 _ . . . . . . . . . . . . . . . _$ 35 .54 10 .99 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 36 .41 10 .99 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 36 .99 10 .99 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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction , as }„ rr 27 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; Redder; 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) . WA180001 Modification 3 Federal Wage Determinations for Highway Construction (r; 28 LAB00335-001 06/01/2017 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 Rates Fringes Laborers: ZONE 1: GROUP 1. . . . . . . . . . . . . . . . . . . .$ 31 .36 10 .89 GROUP 2 . . . . . . . . . . .. . . . . . . . . .$ 32 ,01 10 .89 GROUP 3 _ . . . . . . . . $ 32 .49 10 .89 GROUP 4_ . . . . _ . . . . . . . . . .$ 32 .90 10 .89 GROUP 5. . . . . . . . . ... .. . . . . . . . . .$ 28 . 68 10 .89 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 26 . 07 10 .89 GROUP 7. . . . . . . . . . . . . . .. . . . .$ 22 . 62 10 .89 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) WA180001 Modification 3 Federal Wage Determinations for Highway Construction 29 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, Stripoers 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) ; Pumperete 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 ______.---------------`_____._,___,__._,. --------- __.-__----------.--_._. LAB00335-019 09/01/2013 Rates Fringes Hod Carrier_ _ . . . . . . . . .. . . . . . . .$ 30 .47 10 .05 WA180001 Modification 3 Federal Wage Determinations for Highway Construction );5 30 LABO0348-003 06/01/2017 CHELAN, DOUGLAS (W OF 12TH MERIDIAN) , KITTITAS, AND YAKIMA COUNTIES Rates Fringes LABORER GROUP I. . . . . . . . . . . . . . . . . . . . . $ 21 .21 10 .99 GROUP 2 . . . . . . . . . . . . . . . . . . . . .. $ 24 .31 10 .99 GROUP 3 . . . .. . . . . . . .. . . . . . . . . . . $ 26 .60 10 .99 GROUP 4. . . . . . . . . . . . . . . . . . . . . $ 27 .24 10 .99 GROUP 5. . . . . . . . . . . . . . . . . . . . . $ 27 .70 10 .99 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 (AD➢ 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 WAIS0001 Modification 3 Federal Wage Determinations for Highway Construction 31. 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 1bs . ) ; 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; Poolroom 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; Redder; Sloper (over 20 it) ; 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) . WA180001 Modification 3 Federal Wage Determinations for Highway Construction � 32 LAB00440-001 06/01/2017 KING COUNTY Rates Fringes LABORER GROUP 1— . . . . . . . . . . .$ 24 . 85 10 .99 GROUP 2 . . . . . . . . . . . . . . . . . . . . .$ 28.45 10 .99 GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 35 .54 10 .99 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 36.41 10 .99 GROUP 5. . .. . . . . . .. . . . . . . . . . . . .$ 36.99 10 .99 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 (A➢D 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 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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction 133 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 lhs. ) ; 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) p 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) . ---.-_ `___-_.____..._..___`_.----`-____._______-.-----._..__-___.. PAIN0005-002 07/01/2017 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS. . . . . . . . . . . . . . . . . . . .$ 29.50 15 .43 _ -- ---- ---- ----- ---- ------__.---__.__.__....___..____...._,._,e,______________`- PAINOOOS-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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction 34 PAINO005-006 07/01/2017 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 ,29 11. 10 Over 30 ' /Swing Stage Work. ,$ 22 .20 7 . 98 Brush, Roller, Striping, Steam-cleaning and Spray. . . .$ 25.19 11. 10 Lead Abatement, Asbestos Abatement. . . . . . . . . . . . . . . . . . .$ 21.50 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. PAIN0055-003 07/O1/2017 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes PAINTER Brush & Roller. . . . . . . . . . . . . . $ 23 . 02 11 .02 High work - All work 60 ft. or higher. . . . . . . . . . . _ , $ 23 ,77 11. 02 Spray and Sandblasting. , , , , , $ 23 , 02 11. 02 _.__._..-------------------------'—------------------'----.._,__ PAIN0055-006 07/01/2017 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER. . . . . . . . . . . . . . . . . . . . . $ 34 .87 11.46 -- --------- -------- -------------------------- ----- ----- ----- -- -- WA1800O1 Modification 3 Federal Wage Determinations for Highway Construction 35 PLAS0072-004 06/01/2017 ADAMS, ASOTIN, DENTON, 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. . . . . . . . . . . . . . . . . . . . . . $ 28 .23 13 .77 Zone Differential (Add to Zone 1 rate) : Zone 2 - $2 .00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1 : 0 - 45 radius miles from the main post office Zone 2 : Over 45 radius miles from the main post office ......._...,_--__..-----..-.-__...--___-.-.-.._...............--"°-'-- --'--.-----... PLAS0528-001 06/01/2017 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes CEMENT MASON CEMENT MASON. . . . . . . . . . . . . . . ..$ 40.52 16 .54 COMPOSITION, TROWEL MACHINE, GRINDER; POWER TOOLS, GUNNITE NOZZLE. . . . . . . $ 41. 02 16.54 TROWLING MACHINE OPERATOR ON COMPOSITION. . . . . . . . . . . . . . $ 41.02 16 .54 -- ----- --- - ----- ----....-------- -- - ----- --.-______-___.-.._-_--_.__----_-- PLAS0555-002 06/01/2017 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates Fringes CEMENT MASON CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD. .$ 32 .87 17 .62 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD. . . . . . . . . . . .$ 22. 87 17 .62 CEMENT MASONS. . . . . . . . . . . . . . . $ 31.50 17,62 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS. . . $ 32 .19 17 .62 Zone Differential (Add To Zone 1 Rates) : Zone 2 - $0.65 Zone 3 - 1. 15 Zone 4 - 1.70 Zone 5 - 3 . 00 WA180001 Modification 3 Federal Wage Determinations for Highway Construction ( 36s BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall . ZONE 3 : More than 40 miles but less than 50 miles from the respective city hall . ZONE 4 : More than 50 miles but less than 80 miles from the respective city hall. ZONE 5 : More than 80 miles from the respective city hall _..`-- -----._-------------- -- TEAM0037-002 06/01/2017 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Truck drivers: ZONE 1 GROUP I. . . . . . . . . . . . . . . . . . . .$ 27 .94 14 .37 GROUP 2. . . . . . . . . . . . .. . . . . . . .$ 28 . 06 14 .37 GROUP 3 . . . . . . . . . . . . . . . . . . . .$ 28 .19 14 .37 GROUP 4. , . . . . . . . . . ., , , , . . , . .$ 28 .46 14 .37 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 28 .68 14 .37 GROUP 6 . . . . . . . . . . . . . . . . . . . . $ 28 . 85 14.37 GROUP 7. . . . . . . . . . . . . < . . . . . .$ 29 . 05 14.37 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 AN➢ 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 . WA180001 Modification 3 Federal Wage Determinations for Highway Construction 37 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 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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction _' 38 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) -------- ------- - -...---- ------ -.I--- ----_---- _.__.-------- TEAM0174-001 01/01/2017 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 wes7 to the Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Truck drivers : ZONE A: GROUP 1 : . . . . . . . . . . . . . . . . . . . $ 34 . 13 18.57 GROUP 2 : . . . .. . . . . . . . . . . . . . . . $ 33 .29 18 .57 GROUP 3 : . . . . . . . . .. . . . . . . . . . $ 30.4S 18 .57 GROUP 4 : . . . . . . . . . . .. . . . . . . . . $ 25 .51 18 .57 GROUP 5 : . . . . . . . . . . . . . . . . . . . $ 33 .66 18 .57 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 13ELLEVUE 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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction I i 39 GROUP 2 - Bullli£ts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tcurnowagon, 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: +$. 75 per hour - This level utilizes a fully- encapsulated suit with a self-contained breathing apparatus or a supplied air line. --- ----- -- -- ----- --------------- - -- - ------------ ---------- -- - - WA180001 Modification 3 Federal Wage Determinations for Highway Construction p;, c 40 TEAM0690-004 06/01/2017 A➢AMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Truck drivers : (AREA 1: SPOKANE ZONE CENTER: Adams, Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pen Oreille, Spokane, Stevens, and Whitman Counties AREA 1: LEWISTON ZONE CENTER: Asotin, Columbia, and Garfield Counties AREA 2: PASCO ZONE CENTER: Benton, Franklin, Walla Walla and Yakima Counties) AREA 1: GROUP I. . . . . . . . . . . . . . . . . . . .$ 21.82 17.20 GROUP 2. . . . . . . . . . . . . . . . .. .$ 24. 09 17.30 GROUP 3 . . . . . . . . . . . . . . . . . .. . .$ 24.59 17,30 GROUP 1 . . . . . . . . . . . . . . . . . . . .$ 24. 92 17 .30 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 25. 03 17 .30 GROUP 6. . . . . . . . . . . . . . . . . . .$ 25.20 17 .30 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 25. 73 17 .30 GROUP 6. . . . . . , . . . . . .. . . . . . . . $ 26. 09 17 .30 AREA 2 : GROUP 1 . . .. . . .. . . . . . . . . . . . . . . $ 23 ..96 17 .30 GROUP 2 _ . . . . . . . . . . _ $ 26,20 17 .30 GROUP 3 . . . . . . .. . . . . . . . . . . . . . $ 26..71 17 .30 GROUP 4 .. . . . . . . . . . . . . . . . . .. . . $ 27. 04 17 .30 GROUP 5 . . . . . . . . . . . . . . . . . . . . $ 27 .15 17.30 GROUP 6 . . . . . . . . . . . , . . . . . _$ 27. 15 17 .30 GROUP 7 . . . . . . . . . . . . . . . . . . . . $ 28 .05 17.30 GROUP 8 .. . . . . . . . . . . .. . . . . . . . .$ 28 .01 17.30 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 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) WA180001 Modification 3 Federal Wage Determinations for Highway Construction 41 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, bottom and articulated end dump (over lo0 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. WA180001 Modification 3 Federal Wage Determinations for Highway Construction 47 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 he paid Hazmat pay in increments of four (4) and eight(8) hours. NOTE: Trucks Pulling Equipment Trai_ers: 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-3acon 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) ) . WA180001 Modification 3 Federal Wage Determinations for Highway Construction 48 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 (CSA) governing this classification and rate. Survey Rate Identifiers Classifica=ions 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 un=on 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. WA180001 Modification 3 Federal Wage Determinations for Highway Construction P r i' 44 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. OS/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 confo-mance (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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction 45 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 requester 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 WA180001 Modification 3 Federal Wage Determinations for Highway Construction a i n �" n u CA � x � � " � � � Qb � � � �� b w Y µq m .. aW..� i YX'w mi IW .. � ..� �. m v m � m � .gym � � vN � W w �b � n���,.u"� " � � I� V �� Io� � I piq i,�iV . G � � .i � �a '� I� �� .,i�. ����� i � a � � "u : L w m4„ a � i r.n w mm �� .. a n � � w r, a mm� . » a. ,:I� a are. I� 4� � � � '. � : .'� � . w a „ � u �w,aw .. � m � � � � �. I�w t m: "" �.; W nuau� � . m� � � ��� � 97 n v an ro r ai uu - � �� s. �" c» m wr m u� � " iro an � un aq ^ � � ��ttry ,.� ass ar I � �� Y � u ' � aw :. - ¢✓�. ww me - a w •iaa a ubcma " eW ilu � � �i••w 1 w I�wa aN � � �., � b� uf�p I .� �. �ww i + m J m ...m c u� a � u m _. � 7� ... r ldRr✓l, ... f f i l f I k., mr w: w w W u's Y ., i c J � vmw:• � 1 � VW' . � a fin:. WUwm: u.o -w ENT Agenda Item: BIDS - 10A uv �,i," 1 TO: City Council DATE: July 3, 2018 SUBJECT: East Valley Highway Preservation South 1801h Street to South 196th Street Project - Award MOTION: Award the East Valley Highway Preservation South 1801h Street to South 196th Street Project to Scarsella Bros., Inc., in the amount of $2,247,843.75 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: This project will plane and overlay 47,000 square yards of the East Valley Highway between South 1801h Street and South 19611 Street. The existing pedestrian curb ramps will be replaced with new ADA compliant ramps. The bid opening for the East Valley Highway Preservation South 1801h Street to South 196th Street Project was held on June 26, 2018 with one bid received. The bid was submitted by Scarsella Bros., Inc. in the amount of $2,247,843.75. Bid Tab Summary 01. Scarsella Bros., Inc. $2,247,843.75 Engineer's Estimate $2,341,895.00 EXHIBITS: None RECOMMENDED BY: Public Works Director BUDGET IMPACTS: The project will be paid for using a federal grant of $1,500,000, with the balance paid for using budgeted Business and Occupation Tax Funds. STRATEGIC PLAN GOAL(S): ®E.yaPying IInfraittu t nre—connecting1 people and places through strategic investments in physical and Yechnological infrastructure, l ®Thriv[nu City- Creating safe neighborhoods, healthy people, vibrant commercial districts, and inviting parks and recreation. I