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Home My WebLink AboutAG 21-128 - MILES RESOURCES, LLCRETURN TO: PW ADMIN EXT: 2700 ID #: 3999 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / Capital Projects 2. ORIGINATING STAFF PERSON: Jeff Huynh EXT: 2721 3. DATE REQ. BY: 3. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT m SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ® CONTRACT AMENDMENT (AG#): 21-128 ❑ INTERLOCAL m OTHER unange Vraer iF I 4. PROJECT NAME: 2021 Pavement Repair Project 5. NAME OF CONTRACTOR ADDRESS: 400 Valley. E-MAIL: B rett.5ch u It SIGNATURE NAmF . B rea Miles Resources LLC TELEPHONE: FAX: TITLE: Project Manager 6. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES 0 COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE #. BL, EXP. 12/31/ UBI # , EXP. 7. TERM: COMMENCEMENT DATE: 9/1 55/2021 COMPLETION DATE, December 31, 2021 8. TOTAL COMPENSATION: $ 313,380.59 ($298,823.09+$14,557.50) (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: 13 YES [3 NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: I] YES ❑ NO IF YES, S; PAID BY: ❑ CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT: ❑ RETAINAGE AGREEMENT (SEE CONTRACT) OR ❑ RETAINAGE BOND PROVIDED O PURCHASING: PLEASE CHARGE TO: c11212 9. DOCUMENT / CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED 6 PROJECT MANAGER JH/ 10/10/2021 ❑ DIVISION MANAGER SLH 10/19/2021 ❑ DEPUTY DIRECTOR DSw 10/19/21 ❑ DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) 6 LAW DEPT KVA 10/29/2021 12/1/2021 MP 10. COUNCIL APPROVAL (IF APPLICABLE) SCHEDULED COMMITTEE DATE: COMMITTEE APPROVAL DATE: SCHEDULED COUNCIL DATE: COUNCIL APPROVAL DATE: 11. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: 12/02/21 DATE REC' D: _17Z ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR I MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL / DATE SIGNED ❑ FINANCE DEPARTMENT ❑ LAW DEPT 1 SIGNATORY (MAYOR OR DIRE OR ❑ CITY CLERK ❑ ASSIGNED AG # ❑ SIGNED COPY RETURNED COMMENTS: EXECUTE " " ORIGINALS yI 2ZWOA-Z AG# 21-128A DATE SENT: 1/26/22 1 /2020 11212 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG #21-128 01 AGREEMENT NUMBER CHANGE ORDER NUMBER 2021 PAVEMENT REPAIR PROJECT PROJECT TITLE 11 /30/2021 EFFECTIVE DATE MILES RESOURCES, LLC CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order covers the work changes summarized below: Change Order #1 provides to adjust completed final contract compensation and add S 304th St Pavement Repair patches to the Contract as shown on the attached plans. The time provided for completion in the Contract is ® Unchanged ❑ Increased by Working Day(s) ❑ Decreased by _ Working Day(s) This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No MODIFICATIONS TO UNIT PRICES: ORIGINAL CONTRACT AMOUNT $298,823.09 ALL COMPLETED CONTRACT WORK AMOUNT $269,593.15 TOTAL BUDGET SAVED $ 29,229.94 QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QTY UNIT UNIT PRICE TOTAL C — 16 Mobilization/TCS 1 LS $2,390.00 $ 2,390.00 C — 17 Grind Header Cuts 1 LS $5,880.00 $ 5,880.00 C — 18 Place HMA CI.'/z" PG 581-1-22 25 TN $351.50 _ $ 8,787.50 TOTAL NET CONTRACT: DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT COMPLETED CONTRACT AMOUNT THIS CHANGE ORDER AVAILABLE BUDGET $17,057.50 INCREASE $ DECREASE $ $17, 057. 50 $ 298.823.09 -$ 269,593.15 -$ 17,057.50 $ 12,172.44 CHANGE ORDER AGREEMENT 1 Rev. 8/ 19 STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of, or relating in any way to, the Work identified, to be performed, or deleted p strarrt to Change Order except as specifically described in this Change Order. CONTRACTOR'S SIGNATURE PUB IC WORKS DIRECTOR DATE [ zo zz� DATE CHANGE ORDER AGREEMENT 2 Rev. 8/ 19 CITY OF FIELD DIRECTIVE Federal Way PUBLIC WORKS DEPARTMENT Field Order No,: Project 2021 PAVEMENT REPAIR PROJECT Project Address S 304TH ST Owner: CITY OF FEDERAL WAY To: MILES RESOURCES, LLC From- CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT YOU ARE HEREBY DIRECTED TO EXECUTE PROMPTLY THIS "FIELD DIRECTIVE" WHICH MAY CHANGE THE ORIGINAL APPROVED PLANS ANDIOR TERMS AGREED TO UPON BY YOUR CONTRACT ISSUED BY THE PUBLIC WORKS DEPARTMENT FOR YOUR PROJECT. SUBJECT: S 304th St ADDITIONAL PAVEMENT REAPAIR PER THIS "FIELD DIRECTIVE"....: Removal and replacement of 2 asphalt concrete patches 65' x 31' and 35' x 31' on S 304th St to repair p: settlements. COMPENSATION TO COMPLETE THESE Fim n nIRFr_TIVF YVI1 I BF PFR CHANGE Bid Item Item Description Est. Qt Unit Unit Price Total 16 New Bid Item C-16 Mobilization/TCS 1 LS $2.390.00 $2.390.00 17 New Bid Item C-17 Grind Header Cuts 1 LS 1$5,880.00 $5,880.00 18 New Bid Item Place HMA Cl. 1/2" PG 581-1-22 25 TN 1$351.50 $8,787.50 Total = $17,057.50 Prepared By: Jeff Huynh C Directed By: Approved By: Received By: Capital Engineer P4 Public Works Director or Capital Project Manager Contractor (Miles Resources, LLC) Date: 9/23/2021 Date: 9/23/2021 Date: 09/23/2021 Date: - _ f is �' •-�� i �`NT � r- � ■ � L - , f�R •yam ., - c ti: ' Google;Ea`rt MILES RESOURCES LLC 400 Valley Avenue NE Phone: (253) 383-3585 Puyallup, WA 98372 Fax: (253) 572-8648 WA. Contractor LIC. # MILESRLS97RK To: City Of Federal Way Contact: Jeff Huynh Address: P.O. Box 9718 Phone: (253) 835-2526 Federal Way, WA 98063-9718 Fax: (253) 835-2709 Project Name: 2021 Pavement Repair Patch Repair Bid Number: Project Location: Bid Date: Miles Resources is pleased to offer the following quotation for the above referenced project. Our proposed scope of work is as follows: item # Item Description Estimated Quantity Unit Unit Price Total Price 1 Mobilization/TCS 1.00 LS $2,390.00 $2,390.00 2 Grind Header Cuts 1.00 LS $5,880.00 $5,880.00 3 Place HMA CL, 1/2" PG 581-1-22 Option 1 25.00 TON $351.50 $8,787.50 4 Plaee HMI-C-♦-if-PG58H-2-2-Optien 2 -----50;00--TON— ---- —$26&,GG— *13;300:00 $17,057.50 Total Bid Price: 357ZO Notes: • This quote is valid for 45 days, An Intent to Award or a Subcontract must be received within 45 days of Bid Submittal. • This proposal is subject to approved subcontract and mutually agreed to schedule. • Flagginq shall be per unit price. Payment Terms: Terms: Net 30 days from date of invoice ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: MILES RESOURCES LLC Authorized Signature: Estimator: Brett Schultz 253-307-4935 brett.schultz@milesresources.com Page 1 of 1 Na" ru 3 n �' a k• 3 rQQQ IA uR u '2' i (co N � �µ Y f1 � a • Y• � 7 s om cl �•9 niv.3 nn � It i i3 o z m Y n ❑ z T 2} ■ f� • o n ."• ~'�a i�" - �E:E $o� _$dr E' �-, •E � 4 ,': S8 o8' -885 8 - v$$$l $ s y R e S8 si$`6 �Se $S88 $ -mast 8588 E 8 jog O O O ^ S�]��i��,0 8I8;8 8j8.8,� ,8.a 8I8'8 �8�•�P000 8, 8 8 8 8$ :� ��.D 8 8 0�004o"Su��`•aS 818 8 8 8 8I8 8Qi j8 8'BXA 8 I p Y a a iSu&y.�tl inpS lnni 'fpps`on��,�ncii{{G»v U�y'b$bn�n D d CSajjffpii C. S,9`O?.] nrC1n6 $'$ i`O a nan'v:u 1] b'P H H� S pS O 8 pap PIO $ '=I8 $ H w v gf$!p S H " - - p) _- �_ p o 6 O � '-•. O .w - � _ y '�' �_ 1 OAP N, P1p V ,�A•FY-_ .} V � i _ lij-15,31i -�gsg�g_R5��5a5��,kk22,.sR' s i �I'i fill 5- $1 ilk ap Af1713lt ii il:l3, fl$ fYf 3 M N y a.sl74�ooaMa�Ba.N' w 87S2SS�.?Y7rMSSIId•:�v 11 FS:818,8888�88Ia�SI7S�A8S88 g 8885$,' $8G888jS15;$ AUTHORIZATION TO ACT ON BEHALF- OF MILES RESOURCES, LLC WASHINGTON LIMITED LIABILITY COMPANY WHEREAS, Miles Resources, LLC (the "Company") is it Washingtun limited liability company org.inized for purposes of (among other things) managing and operating business essats used in connection with the Company's construction, paving and related activities; WHEREAS, all authority to operate the business and affairs of the Company is vested in one or more mangers, and the managers of the tympany are Walt Miles, Lisa Kiltilsby, end Tim Kittiisby (hereinafter the "Managers"]; WHEREAS, the Mangers ofthe company Intend to dclegare certain authority relating to the day- to-day operations of the company to the individuals identified below, NOW THEREFORE, be it resolved as follows: RESOLVED, that the Managers hereby delegate a portion, of their authority to the "Operations Managers. ofthe Company named below; RESOLVED, that each of the Operations Managers, sctrng rndwedualty, shall have the power and authority to manage the day-to-day business of the company Wghout limiting the generality of the rtsrtgoing, the Operations Managers shall have the power and authority to negotiate and cater into contracts an behalf of the Company, sign documcnls relating io such contracts, and to engage in any other acu related to tiic Company's day •to -day operations; RESOLVED, that Angela Reis is hereby removed as Operations Mangers ofthe company. Fur the purpose of e.ccution of the Authorraaiicn, a racsimile or electronically scanned s+.-nature scull have the same force and effect as an original signature This Agreement may be executed in one or ntarerounrerparrz, all of which shall be considered one and the same Agreement. SIGNED and EFFECTIVE this I" day of August. 2018 MILES RESOURCES, LLC 7 By: Walt Miles Its: Manager and Member By: Lisa Kittitsby Its: Manager and Member By: Tien Kinilsby Its: Manager OPERATIONS MANAGERS lir I irf General Man ger/O orations Manager Kryslal Amos Controller/Operations Manager Client#: 17793 MILESAND ACORD.. CERTIFICATE OF LIABILITY INSURANCE DATD/YYYI) 8117/207I2021 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 poiicy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAMEAC1 Sharnel Di Vona Propel Insurance ��"G No, E„). 800 499-0933 JI F Na): 866 577-1326 Tacoma Commercial Insurance Ean IDS, shamel.divona@propelinsurance.com 1201 Pacific Ave, Suite 1000 INSURERS] AFFORDING COVERAGE NAIC AtTacoma, WA 98402 INSURER A: Alaska National Insurance Company 38733 INSURED INSURER B : Sirius International Insurance Corp Miles Resources, LLC Continental Casual Company 20443 . INSURER C : Casualty P Y 400 Valley Ave NE INSURER O : Puyallup, WA 98372 , INS�UR� ER E : _ INI Sl1RER F : rnVFRArFS CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. M L TYPE OF INSURANCE .wuur, avnn INSR_Lfln_ f_D P_OUCY NU_ 1ABE_R �'+ „�• �� • ""�, '-"� LIMITS _ DfYYWj.;.�YMID.DIYIYY) d _ Y0112021.0410112022 A X COMMERCIAL GENERAL LIABILITY 21 DLS11734 EACH OCCURRENCE ; $1 CLAIMS -MADE X OCCUR X BI/PD Ded: $1,000 DAMAGETpRENTED ) . PRF�uIk Ea omurer MED EXP [Arty weagrsarY) $10 5$,( PERSONAL & ADV INJURY XI WA Stop Gap I Si,( GENERAL AGGREGATE 52,( GEN'L AGGREGATE LIMIT APPLIES PER: �PRO f POLICY "I JECT I_�: LOC PRODUCTS -cowioPAsa s2,( $ A _ _ OTHER: _ AUTOMOBILE LIABILITY AUTO _ _ 21 DAT11734 01/2021 0410112022 �E. �""`e gj MISLE C BODILY INJURY (Per person) 11,10 S S TANY OWNED j SCHEDULED AUTOS ONLY I AUTOS Ix AUO SS ONLY AUTOS ONLY 21DLU11734 BODILY INJURY (Per accident) Par accIdonft $ A X UMBRELLA LB X OCCUR —^ 0410112021;04101120 EACHOCCi1RRENCE $5( I AGGREGATE s5 ( EXCESS LIAS CLAIMS -MADE DED X RETENITIONS$10 000 _ . S P A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y IN WA Stop Gap ONLY 21 DLS11734 ! _ XFT 0410112021. 04101 /2022 El. EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? C N f A (Mandatory In NH) E.L. DISEASE - EA a9u1PLOY`E S If yes, describe under DESCRIPTION OF OPERATIONS blow E.L. DISEASE - POLICY LIMIT + S B Pollution w/Mold CPL00011322 10112021 04101120221$3,000,000 limt C Leased/Rented Eq 6080724344 10112021, 04/01/2022 $800,000 (L/R Eq) Ef0112021.04)01/2022 C Inst. Floater ; 6080724344 $750,000 I.F. DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: 2021 Pavement Repair Project. Additional Insured Status applies per attached form(s). [:tK I IFi(:A I L HULULK CI of Federal Way SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 33325 8th Ave South ACCORDANCE WITH THE POLICY PROVISIONS. Federal Way, WA 98003 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserves. ACORD 25 (2016/03) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S4738175/M4530472 KTR00 10/19/21, 9:46 AM Corporations and Charities System g+-,?ssCl�ir ris-and Charities Filing System BUSINESS INFORMATION MILES RESOURCES LLC 602 870 349 WA LIMITED LIABILITY COMPANY ACTIVE 400 VALLEY AVE NE, PUYALLUP, WA, 98372-2516, UNITED STATES 400 VALLEYAVE NE, PUYALLUP, WA, 98372-2516, UNITED STATES 10/31 /2022 UNITED STATES, WASHINGTON 10/06/2008 PERPETUAL CONSTRUCTION REGISTERED AGENT INFORMATION hftps://ccfs.sos.wa.gov/#/BusinessSearch/Business Information Business Name: UBI Number: Business Type: Business Status: Principal Office Street Address: Principal Office Mailing Address: Expiration Date: Jurisdiction: Formation/ Registration Date: Period of Duration: Inactive Date: Nature of Business: 1/2 10119121, 9:46 AM Corporations and Charities System Registered Agent Name: TIMOTHY KITTILSBY Street Address: 400 VALLEY AVE NE, PUYALLUP, WA, 98372-2516, UNITED STATES Mailing Address: 400 VALLEY AVE NE, PUYALLUP, WA, 98372-2516, UNITED STATES GOVERNORS Title Governors Type Entity Name First Name Last Name GOVERNOR INDIVIDUAL TIM KITTILSBY GOVERNOR INDIVIDUAL LISA KITTILSBY GOVERNOR INDIVIDUAL WALT MILES Back Piling History Name History Print 1 [Return to Business Search https:#ccfs.sos.wa.gov/#/BusinessSearch/Businessinformation 212 10/19/21, 9:47 AM Washington State Department of Revenue Washington State Department of Revenue < Business Lookup License Information: Entity name: MILES RESOURCES LLC Business MILES RESOURCES name: Entity type: Limited Liability Company UBI #: 602-870-349 Business ID: 001 Location ID: 0001 Location: Active Location address: 400 VALLEY AVE NE PUYALLUP WA 98372-2516 Mailing address: 400 VALLEY AVE NE PUYALLUP WA 98372-2516 Excise tax and reseller permit status: Click here Secretary of State status: Click here Page 1 of 3 Endorsements Filter Endorsements held a License # Count De v's Status https://secure.dor.wa.gov/gteunauth/—/#3 New search Back to results Expiratioi First issua 1/4 10/19/21, 9:47 AM Washington State Department of Revenue Endorsements held a License # Count Details Status Expiratioi First issua Bonney Lake Active Oct-31-2( Nov-18-2 General Business - Non -Resident Bremerton General 27782 Active Oct-31-2( Nov-02-2 Business - Non - Resident Buckley General Active Oct-31-2( Aug-09-2 Business - Non - Resident Burien General 07942 Active Oct-31-2( Nov-09-2 Business - Non - Resident Covington General Active Oct-31-2( Jul-31-20 Business - Non - Resident DuPont General 774 Oct-31-2( Oct-28-2( Business - Non - Resident Eatonville General Active Oct-31-2( Jun-23-2( Business - Non - Resident Edgewood General Active Oct-31-2( Mar-17-2 Business - Non - Resident Enumclaw General GUST000( Active Oct-31-2( Mar-26-2 Business - Non - Resident https:Hsecure.dor.wa.gov/gteunauth/—/#3 2/4 10/19/21, 9:47 AM Washington State Department of Revenue Endorsements held a License # Count Details Status Expiratioi First issua Federal Way 09-10441 Active Oct-31-2( Nov-13-2 General Business - Non -Resident Fife General Active Oct-31-2( Nov-13-2 Business - Non - Resident Fircrest General Active Oct-31-2( Dec-02-21 Business - Non - Resident Gig Harbor Active Oct-31-2( Nov-18-2 General Business - Non -Resident Kirkland General OBL2945i On Hold Oct-31-2( Feb-28-2( Business - Non - Resident Lacey General 18567 Active Oct-31-2( Dec-31-21 Business - Non - Resident Governing People May include governing people not registered with Secretary of State Governing people Title KITTILSBY, LISA KITTILSBY, TIM MILES, WALT Registered Trade Names Registered trade names Status First issued https://secure.dor.wa.gov/gteunauth/_/#3 3/4 10/19/21, 9:47 AM Washington State Department of Revenue Registered trade names MILES RESOURCES Status First Issued Active Mar-04-2015 View Additional Locations The Business Lookup information is updated nightly. Search date and time: 10/19/2021 9:44:33 AM Contact us How are we doing? Take our survey! Don't see what you expected? Check if your browser is supported hftps://secure.dor.wa.gov/gteunauth//#3 4/4 RETURN TO: PW ADMIN EXT: 2700 ID #: 3999 &- CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATINGDEPT/DIv: PUBLIC WORKS/ Capital Projects 2. ORIGINATING STAFF PERSON: Jeff Huynh EXT: 2721 3. DATE REQ. BY:_ 3. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT 0 SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION 0 CONTRACT AMENDMENT (AG#): 21-128 ❑ INTERLOCAL 0 OTHER unange Vraer 1F1 4. PROJECT NAME: 2021 Pavement Repair Project 5. NAME OF CONTRACTOR: Mlles Resources LLC ADDRESS: 400 Valley Ave NE, Puyallup, WA 98372 TELEPHONE: 253-383-3585 E-MAIL: Brett. Sch u Its cc milesresources.com FAX: SIGNATURE NAME: Brett Schultz TITLE: Project Manager 6. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES 0 COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # BL, EXP. 12/31/ UBI # , EXP. 7. TERM: COMMENCEMENT DATE: 9/15/202 COMPLETION DATE: December 31, 2021 S. TOTAL COMPENSATION: $ 313,380.59 $298 823.09+$ 1 4 557.50 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT: n RETAINAGE AGREEMENT (SEE CONTRACT) OR ❑ RETAINAGE BOND PROVIDED O PURCHASING: PLEASE CHARGE TO: c11212 9. DOCUMENT / CONTRACT REVIEW INITIAL / DATE REVIEWED 8 PROJECT MANAGER JH/ 10/18/2021 ❑ DIVISION MANAGER SLH 10/19/2021 ❑ DEPUTY DIRECTOR DSW 10/19/21 ❑ DIRECTOR -- - ❑ RISK MANAGEMENT (IF APPLICABLE) 6 LAW DEPT KVA 10/29/2021 12/1/2021 MP 10. COUNCIL APPROVAL (IF APPLICABLE) SCHEDULED COMMITTEE DATE: SCHEDULED COUNCIL DATE: 11. CONTRACT SIGNATURE ROUTING INITIAL / DATE APPROVED COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: 12/02/21 DATE REC' D. IZ ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR I MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL / DATE SIGNED ❑ FINANCE DEPARTMENT ❑ LAW DEPT 6L/-SIGNATORY (MAYOR OR DIRE(A-OR) ❑ CITY CLERK ❑ ASSIGNED AG # ❑ SIGNED COPY RETURNED COMMENTS: EXECUTE " " ORIGINALS Z I SI �70Z A # DATE SENT: 1 /2020 11212 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG #21-128 AGREEMENT NUMBER 01 CHANGE ORDER NUMBER 2021 PAVEMENT REPAIR PROJECT PROJECT TITLE ORIGINAL 12.106121 EFFECTIVE DATE MILES RESOURCES, LLC CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order covers the work changes summarized below: Change Order #1 provides to adjust completed final contract compensation and add S 304'h St Pavement Repair patches to the Contract as shown on the attached plans. The time provided for completion in the Contract is ® Unchanged ❑ Increased by_ Working Day(s) ❑ Decreased by _ Working Day(s) This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No MODIFICATIONS TO UNIT PRICES: ORIGINAL CONTRACT AMOUNT $298,823.09 ALL COMPLETED CONTRACT WORK AMOUNT $269,593,15 TOTAL BUDGET SAVED $ 29,229.94 QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM C —16 Mobilization/TCS C —17 Grind Header Cuts C —18 Place HMA Cl. 1/" PG 581-1-22 TOTAL NET CONTRACT: DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT COMPLETED CONTRACT AMOUNT THIS CHANGE ORDER AVAILABLE BUDGET QTY UNIT UNIT PRICE TOTAL 1 LS $2,390.00 $ 2,390.00 1 LS $5,880.00 $ 5,880.00 25 TN $351.50 $ 8,78T50 $17, 057.50 INCREASE $ DECREASE $ $17, 057.50 $ 298,823.09 -$ 269,593.15 -$ 17,057.50 $ 12,172.44_ CHANGE ORDER AGREEMENT 1 Rev. 8/19 STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all claims by the Contractor arising out of, or relating in any way to, the Work identified, to be performed, or deleted pursuant ange Order except as specifically described in this Change Order. i IZ J -7_z CON RAG R' S}GNAT E DATE 64/'/' 0 PUBLI ORKS DIRECTOR DATE CHANGE ORDER AGREEMENT 2 Rev. 8/19 RETURN TO: PW ADMIN EXT: 2700 ID #: 3910 / 3945 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIY: PUBLIC WORKS / Capital Projects 2. ORIGINATING STAFF PERSON: Jeff Huynh EXT: 2721 3. DATE REQ. BS 3. TYPE OF DOCUMENT (CHECK ONE): 0 CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT 0 SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT (AG#): ❑ INTERLOCAL 0 OTHER RFB #21-006 4. PROJECT NAME 2021 Pavement Repair Project 5. NAMEOFCONTRAACTOR: Miles Resources, LLC ADDRESS: 400 Valley Ave NE, Puyallup, WA 98372 TELEP14ONE: 253-383-3585 E-MAIL: Krvstal.AmosCZDmi1esresources.com FAX: SIGNATURE NAME: Krvstal Amos TITLE: Operations Manager 6. EXHIBITS AND ATTACHMENTS: 0 SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # BL, EXP. 12/31/ UBI # , EXP. / / 7. TERM: COMMENCEMENT DATE: TBD 09/10/2021 COMPLETION DATE: December 31 2021 8. TOTAL COMPENSATION: $ 298 823.09 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED. ❑ YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT: ❑ RETAINAGE AGREEMENT (SEE CONTRACT) OR ❑ RETAINAGE BOND PROVIDED O PURCHASING: PLEASE CHARGE TO: 101-4400-240-542-50-650 9. DOCUMENT / CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED 8 PROJECT MANAGER JH/4/27/2021 JHl7/22/2021 6 DIVISION MANAGER SLH 4/25/2021 6 DEPUTY DIRECTOR DSW 4129i21 DSW 7125/21 6 DIRECTOR EJW 5/3/2021 ❑SW for EJ&1 W21 ❑ RISK MANAGEMENT (IF APPLICABLE) 8 LAW DEPT Eric Rhoades 513/21; KVA 8/10/2021 10. COUNCIL APPROVAL (IF APPLICABLE) SCHEDULED COMMITTEE DATE: COMMITTEE APPROVAL DATE: SCHEDULED COUNCIL DATE: COUNCIL APPROVAL DATE: 11. CONTRACT SIGNATURE ROUTING r� ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: ` L- 2 DATE REC'ti: 09/ 10/21 ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL / DATE SIGNED ❑ FINANCE DEPARTMENT m LAW EFT GNATORY (MAYOR OR DIRECTOR) ❑ CITY CLERK c ❑ ASSIGNED AG # AG# 1-j L " Al: ❑ SIGNED COPY RETURNED DATE SENT: 9. to. COMMENTS: EXECUTE, " ORIGINALS If2020 CITY OF Federal Way BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS FOR 2021 PAVEMENT REPAIR PROJECT PROJECT # 11212 RFB # 21-006 City of Federal Way PUBLIC WORKS DEPARTMENT 33325 8th Avenue South Federal Way, WA 98003 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT PROJECT #11212 CFW RFB VERSION 2020-JUN BID AND SMALL PUBLIC WORKS CONTRACT AND SPECIFICATIONS FOR 2021 PAVEMENT REPAIR PROJECT PROJECT # 11212 Quotes Bid Accepted Until 10:00 a.m., July 14, 2021 Prepared By: City of Federal Way Public Works Department 33325 8th Ave South Federal Way, WA 98003 The contract plans and specifications for this Project have been reviewed and approved by: �� SA(.�- Public Works Director / Deputy Public Works Director CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-1 PROJECT #11212 CFW RFQ VERSION 2020-JUNE TABLE OF CONTENTS PAGE NOTICETO CONTRACTORS................................................................................................................................3 INSTRUCTIONS TO BIDDERS & CHECKLISTS..................................................................................................4 QUOTE....................................................................................................................................................................6 CONTRACTOR WAGE LAW COMPLIANCE CERTIFICATION.........................................................................12 SMALLPUBLIC WORKS CONTRACT ............ ..... .................................................... ........................................13 SAMPLECONTRACT CHANGE ORDER..........................................................................................................20 CERTIFICATEOF INSURANCE..........................................................................................................................22 PERFORMANCE AND PAYMENT BOND...........................................................................................................23 CONTRACTOR'S RETAINAGE OPTION............................................................................................................25 RETAINAGE BOND TO CITY OF FEDERAL WAY.............................................................................................26 SPECIAL PROVISIONS (APPENDIX A).............................................................................................. White Page STANDARD PLANS AND DETAILS (APPENDIX B).......................................................................... White Page PREVAILING WAGES AND BENEFIT CODE KEY (APPENDIX C)................................................... White Page PROJECTPLANS............................................................................................................. BOUND SEPARATELY CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-2 PROJECT #11212 CFW RFQ VERSION 2020-JUNE NOTICE TO CONTRACTORS 2021 PAVEMENT REPAIR PROJECT The City of Federal Way extends this invitation to bid to selected contractors listed with the MRSC Small Works Roster. This proiect is a small public works Project and will be awarded under the small works roster process. PURPOSE: The City of Federal Way ("City") is requesting quotes for the 2021 Pavement Repair Project. Quotes will be received via email only to PW BidsPcityoffederalway.com on July 14, 2021 at 10:00 a.m. Quotes received after that time and date will not be considered. This project shall consist of: 2021 Pavement Repair including roadway excavation, HMA Cl. 1/2' PG 58H-22 for pavement repair, crack sealings, and channelization at three (3) locations within City of Federal Way. The City anticipates awarding this project to the successful bidder and intends to give Notice to Proceed as soon as the Contract and all required documents are executed in full. Regardless of the date of award or Notice to Proceed, the Contractor must complete all work within 30 working days or by October 30, 2021. BID DOCUMENTS: Plans, Specifications, and Addenda can be found at https://ftps.cityoffederalway.com/#/assignments/2021%2OPavement%2ORepair/ QUESTIONS: Any questions must be directed to Jeff Huynh, Capital Engineer, by email at JeH.Hu nh cit offederalwa .com. OTHER PROVISIONS: All quotes and this Project shall be governed by the Contract, as defined by the Washington State Department of Transportation Standard Specifications for Road, Bridge, and Municipal Construction 2020 (Standard Specifications), which is incorporated by this reference as though set forth in full. All quotes shall be in accordance with the Contract. The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49 C.F.R., Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally -assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The City encourages minority and women -owned firms to submit bids consistent with the City's policy to ensure that such firms are afforded the maximum practicable opportunity to compete for and obtain public contracts. The City of Federal Way reserves the right to reject any and all quotes, waive any informalities or minor irregularities in the solicitation process, and determine which quote or bidder meets the criteria set forth in the bid documents. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-3 PROJECT #11212 CFW RFQ VERSION 2020-JUNE INSTRUCTIONS TO BIDDERS & CHECKLISTS (1) NOTICE TO CONTRACTORS AND CONTRACT DOCUMENTS Contractors must comply with the bidder instructions in the Notice to Contractors and the Contract Documents. (2) EXAMINATION OF QUOTE AND CONTRACT DOCUMENTS — BIDDER RESPONSIBILITIES The submission of a quote shall constitute an acknowledgment upon which the City may rely that the bidder has thoroughly examined and is familiar with the bid and Small Public Works Contract and the other Contract Documents, the Project site, the availability of materials and labor, publically available information, and has reviewed and inspected all applicable federal, state, and local statutes, regulations, ordinances and resolutions dealing with or related to the equipment and/or services to be provided herein. The failure or neglect of a bidder to examine such documents, statutes, regulations, ordinances or resolutions shall in no way relieve the bidder from any obligations with respect to the bidder's quote or the contract documents. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract documents, statutes, regulations, ordinances or resolutions. Bidders shall visit delivery and service locations(s) as required. Bidders shall become familiar with and verify any environmental factors, which may impact current or future prices for this requirement. (3) INTERPRETATION OF QUOTE AND CONTRACT DOCUMENTS No oral clarifications, interpretations, or representation will be made to any bidder as to the meaning of the quote or Contract Documents. Bidders shall not rely upon any oral statement or conversation they may have with City's employees, agents, representatives, consultants, or design professionals regarding the Contract Documents, whether at the pre -bid meeting or otherwise and no oral communications will be binding upon the City. Any questions must be directed to Jeff Huynh, Capital Engineer, by email at Jeff. Hu nh cit offederalwa .com. Any interpretation deemed necessary by the City will be in the form of an Addendum to the bid documents and when issued will be sent as promptly as is practical to all parties to whom the bid documents have been issued. All such Addenda shall become part of the bid. (4) QUOTE PRICE The quote price shall include everything necessary for the completion of the Contract and the Work including, but not limited to, furnishing all materials, equipment, tools, freight charges, facilities and all management, superintendence, labor and service, except as may be provided otherwise in the Contract Documents. All Washington State sales tax and all other government taxes, assessments and charges shall be included in the various Bid item prices as required by law. The offer shall remain in effect ninety (90) days after the bid opening. (5) POSTPONEMENT OF QUOTE OPENING The City reserves the right to postpone the date and time for receiveing the quotes by Addendum at any time prior to the bid opening date and time announced in these documents. (6) REJECTION OF BIDS The City reserves the right to reject any quote for any reason including, but not limited to, the reasons listed in Special Provisions Section 1-02.13. The City further reserves the right to reject any portion of any quotes and/or to reject all quotes. In consideration for the City's review and evaluation of its quote, the bidder waives and releases any claims against the City arising from any rejection of any or all quotes. If, in the opinion of the City, there is reason to believe that collusion exists among bidders, none of the bids of the participants in such collusion will be considered. (7) RECYCLED PRODUCTS The Contractor shall use recycled paper for proposals and for any printed or photocopied material created pursuant to a contract with the City whenever practicable and use both sides of paper sheets for reports submitted to the City whenever practicable. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-4 PROJECT #11212 CFW RFQ VERSION 2020-JUNE BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms, which must be executed in full as required. Failure to comply may result in rejection of any bid not so complying. Quote: The Quote shall be completed and fully executed, including filling in the total bid amount. [� Contractor Certification — Wage Law Compliance: This form shall be filled in and fully executed by the bidder. Proposal for Incorporating Recycled Materials: This form shall be filled in and executed by the bidder. (8) CONTRACT CHECKLIST The following documents are to be executed and delivered to the City after the Bid is awarded: ❑ Small Public Works Contract: The successful bidder will fully execute and deliver to the City the Small Public Works Contract ("Contract") from these Bid Documents. ❑ Certificate of Insurance: The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. ❑ Performance/Payment Bond: The successful bidder will provide a fully executed Performance/Payment Bond as appropriate or in lieu of a bond, option to authorize the City to retain ten percent (10%). ❑ Contractor's Retainage Option: The successful bidder will fully execute and deliver to the City the Contractor's Retainage Option. ❑ Contractor's Retainage Bond: If the retainage bond option is chosen, then the successful bidder will fully execute and deliver to the City the Contractor's Retainage Bond. Business License: The successful bidder will provide a copy of a current Business License with the City of Federal Way. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-5 PROJECT #11212 CFW RFO VERSION 2020-JUNE QUOTE 2021 PAVEMENT REPAIR PROJECT QUOTE SUBMITTED VIA EMAIL TO: PW Bidsocayoffederalway.com Subject line "Bid Submittal — 2021 PAVEMENT REPAIR PROJECT QUOTE SUBMITTED BY: Bidder: Miles Resources, LLC Full Legal Name of Firm Contact: Krystal Amos, Controller/Operations Manager Individual with Legal Authority to sign Bid and Contract Address: 400 Valley Ave NE Street Address Puyallup, WA 98372 City, State Zip Phone: 253-383-3585 E-Mail: Krystal.Amos(dmilesresources.com Select One of the Following- ❑ Corporation ❑ Partnership. c Individual a Other (LLC, S-Corp) State Contractor's License No.: MILESRL897RK State Contractor's License Expiration Date 12 1 12 f 2021 Month Day Year State UBI No.: 602-870-349 State Worker's Comp. Account No.: 183,696-00 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-6 PROJECT #11212 CFW RFO VERSION 2020-JUNE k NOTE: All entries shall be written in ink or typed Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only. in dollars and cents to two (2) decimal places (including for whole dollar amounts). All figures must be clearly legible. Bids with illegible figures in the unit price column will be regarded as nonresponsive. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto The Bidder shall complete this entire Bid Form or this bid may be considered non -responsive. The City may correct obvious mathematical errors. The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. SCHEDULE A: 21st AVE SW (SW 356th STTO SW CAMPUS DRIVE) All unit prices shall include applicable sales tax (Roadway Improvements) Item No. Spec. I Bid Item Description Div. 1-09 MOBILIZATION Unit Plan at Unit Price Amount 1 LS 1 $13.215.00 $ 1-10 FLAGGERS AND SPOTTERS 13 %IS.00 2 HR 64 $ $ l03.00 $ Jt 032.00 3 1-10 OTHER TRAFFIC CONTROL LABOR HR 4 $ 4 1-10 OFF DUTY UNIFORMED POLICE FA 1 $2,000.00 $2,000.00 OFFICER 5 1-10 PROJECT TEMPORARY TRAFFIC LS 1 $ $ CONTROL 5.5.OD 5, 0C115.v0 6 1-10 PORTABLE CHANGEABLE MESSAGE DAY 4 $ $ SIGN 2 2.50 16S0.00 7 1-10 SEQUENTIAL ARROW BOARD HR 40 $ $ 5. 2 0.00 8 1-10 PROJECT SIGN EA 1 $ $ Slo alv2.� 9 2-03 ROADWAY EXCAVATION INCL. HAUL CY 71 $ $ 2 �t5.00 1 I sot 5 .00 10 5-03 CRACK SEALING FA 1 $5,000.00 $5,000.00 11 5-04 HMA CL. 112" PG 58H-22 FOR TN 145 $ $ PAVEMENT REPAIR 20$.SO 30 23)'I. _ 12 8-01 INLET PROTECTION INSERT EA 26 $ $ q0 co 2,3L}0.00 13 8-22 PROFILED PLASTIC LINE LF 240 $ :$ l0 90 1 1 OD 14 8-22 PLASTIC LINE LF 140 $ S •-1S :$ gOS .00 15 8-22 PLASTIC CROSSWALK LINE SF 35 $ $ 11.So 402.50 16 8-22 PLASTIC STOP LINE LF 10 $ $ 1 i.o LIPS I kvLp 150 TOTAL SCHEDULE A = $ 'f-, sort. 20 ' 2021 PAVEMENT REPAIR PROJECT 1-7 PROJECT #11212 VERSION 2020-JUNE SCHEDULE B: 21st AVE SW (SW CAMPUS DRIVE TO SW 320th ST) All unit prices shall include applicable sales tax (Roadway Improvements) Item Spec. Bid Item Description Unit Plan Unit Price Amount No. Div. Ot 1 1-09 MOBILIZATION LS 1 $ $ 1,335-00 1, 35.00 2 1-10 FLAGGERS AND SPOTTERS HR 112 $ $ .00 I - 3 1-10 OTHER TRAFFIC CONTROL LABOR HR 6 $ $ 3aa.�0 4 1-10 OFF DUTY UNIFORMED POLICE FA 1 $2,500.00 $2,500.00 OFFICER 5 1-10 PROJECT TEMPORARY TRAFFIC LS 1 $ $ CONTROL -� ��pQ pp $ -1 e�,00.00 6 1-10 PORTABLE CHANGEABLE MESSAGE DAY 6 $ SIGN 212. 50 l,2 5. co 7 1-10 SEQUENTIAL ARROW BOARD HR 56 $ $ 5•"15 322.E 8 1-10 PROJECT SIGN EA 1 $ O $ $L02 . SO 9 2-03 ROADWAY EXCAVATION INCL. HAUL CY 161 $ $ 2.11v GO 34,-11kc-00 10 5-03 CRACK SEALING FA 1 $10,000.00 110,000.00 $ $ 1� 2 �G151v .ZD 11 5-04 HMA CL. 1/2" PG 58H-22 FOR TN 331 PAVEMENT REPAIR 1q0.20 v 12 8-01 INLET PROTECTION INSERT EA 42 $ $ Ok 4 00 3 $ W 13 8-22 PROFILED PLASTIC LINE LF 600 $ $ 1p .,::IO . 14 8-22 PLASTIC CROSSWALK LINE SF 74 $ $ 50 $SA 00 15 8-22 PLASTIC STOP LINE LF 48 $ ;$ .lo$ OO .lo 16 8-22 YIELD LINE SYMBOL EA 6 $ $ 15.0-1 TOTAL SCHEDULE B = $ CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-8 PROJECT #11212 CFW RFQ VERSION 2020-JUNE L, SCHEDULE C: SW/S 320th ST (3rd PL SW TO PACIFIC HWY S) All unit prices shall include applicable sales tax (Roadway Improvements) Item Spec. Bid Item Description Unit Plan Unit Price Amount No. Div. Ot 1 1-09 MOBILIZATION LS 1 1 335 .DD $ $ 2 1-10 FLAGGERS AND SPOTTERS HR 144 $ $ OLD-12.00 3 1-10 OTHER TRAFFIC CONTROL LABOR HR 8 $ $ 1v4• SO 51 � • �}.O 4 1-10 OFF -DUTY UNIFORMED POLICE FA 1 $4,200.00 ;$4,200.00 OFFICER 5 1-10 PROJECT TEMPORARY TRAFFIC LS 1 $ $ CONTROL 1$00.00 "11epco C.> 6 1-10 PORTABLE CHANGEABLE MESSAGE DAY 9 $ $ SIGN I 12 7 1-10 SEQUENTIAL ARROW BOARD HR 96 $ $ 2-03 ROADWAY EXCAVATION INCL. HAUL 'IS SS2--00 8 CY 185 $ 9 5-03 CRACK SEALING FA 1 $10,000.00 $10,000.00 10 5-04 HMA CL. 1/2" PG 58H-22 FOR TN 380 $ $ PAVEMENT REPAIR i $c� �L+O i -I t �q12 11 8-01 INLET PROTECTION INSERT EA 46 $ $ �1 to -CO d}, u, 1 lo. p0 12 8-09 RAISED PAVEMENT MARKER, TYPE 2 HUND 0.4 $ $ 1.033 00 253 20 13 8-22 PROFILED PLASTIC LINE LF 80 $ $ to DLO S52.00 14 8-22 PLASTIC CROSSWALK LINE SF 87 $ $ 10 l 1 . SO I$ l 1 000 • SO 15 8-22 PLASTIC STOP LINE LF $ 1 lla.lp5 1 lolo .50 TOTAL SCHEDULE C = $ 1159 11 ZI .53 BID SUMMARY ITEM BID AMOUNT SCHEDULE A: 21st AVE SW $ g+�-,c�� • 2D CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-9 PROJECT #11212 CFW RFQ VERSION 2020-JUNE SCHEDULE B: 21st AVE SW SCHEDULE C: SW/S 320th ST TOTAL BID AMOUNT $ 13011'101 . Sto ► �1, ► 2t .53 $ 3a3, 3�.29 TOTAL BID AMOUNT (including Washington State sales tax, all other $ government taxes, assessments and charge The documents incorporated by reference, as if fully set forth, are the Notice to Contractors, the Instructions to Bidders and Checklists. the Contractor's Quote (including all forms and supplemental information listed on the Bidders Checklist), the Contract Documents (including Project Plans, Specifications, and all Appendices, Amendments, and Supplemental Reports & Information), the Contract Provisions (including all forms and supplemental information listed on the Contract Checklist), the version of the Washington State Standard Specifications for Road, Bridge, and Municipal Construction identified herein, and any other documents provided to bidders and/or referenced in or referred to by the Contract Documents. Pursuant to and in compliance with the Notice to Contractors for the Protect, and other documents relating thereto, the undersigned has carefully examined all of the bid and contract documents, considered conditions which may affect the delivery, supply and maintenance for the Project, and hereby proposes to furnish all labor, materials and perform all work as required in strict accordance with the contract documents, for the referenced bid amount, inclusive of Washington State sales tax and all other government taxes, assessments and charges as required by law. NON -COLLUSION AFFIDAVIT By signing this quote, the undersigned acknowledges that the 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 this project. To report rigging activities, call 1-800-424-9071. The U.S. Department of Transportation (USDOT) operates the 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. CONFLICTS OF INTEREST, GRATUITIES, & NON-COMPETITIVE PRACTICES By signing this quote, the undersigned agrees as follows: (1) That it has no direct or indirect pecuniary or proprietary interest. that it shall not acquire any interest which conflicts in any manner or degree with the work, services. •equipment or materials required to be performed and/or provided under this contract and that it shall not employ any person or agent having any such interests. In the event that the Contractor or its agents, employees or representatives hereafter acquires such a conflict of interest, it shall immediately disclose such interest to the City and take action immediately to eliminate the conflict or to withdraw from this contract, as the City may require; and (2) That no person or selling agency except bona fide employees or designated agents or representatives of the Contractor have been employed or retained to solicit or secure this contract with an agreement or understanding that a commission, percentage, brokerage, or contingent fee would be paid; and (3) That no gratuities in the form of entertainment, gifts or otherwise. were offered or given by the Contractor or any of its agents. employees or representatives, to any official, member or employee of the City or other governmental agency with a view toward securing this contract or securing favorable CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-10 PROJECT #11212 CFW RFQ VERSION 2020-JUNE treatment with respect to the awarding or amending. or the making of any determination with respect to the performance of this contract. AFFIDAVIT OF ELIGIBILITY The Contractor certifies that it is properly licensed and registered under the laws of the State of Washington and has not been determined to have been in violation of RCW 50.12.070(1)(b), RCW 51.16.070(1)(b), or RCW 82.32.070(2) within the last two years. The Contractor further certifies that it has not been determined, within the last one year, to have committed any combination of two of the following violations or infractions within a five year period: (1) Violated RCW 51.48.020(1) or 51.48.103; or (2) Committed an infraction or violation under Chapter 18.27 RCW. CERTIFICATION OF LAWFUL EMPLOYMENT The Contractor hereby certifies that it has complied with all provisions of the Immigration and Nationality Act now or as herein after amended, 8 U.S.C. 1101 et. Seq., and that all employees. including subcontractor employees, are lawfully permitted to perform work in the United States as provided in this agreement with the City of Federal Way. Receipt of the following Addendums is hereby acknowledged: Addendum No. I Date Issued: 07/12/2021 Addendum No. Date Issued: Addendum No. Date Issued - The undersigned individual represents and warrants that he or she is dully authorized to execute the bid and all bid documents on behalf of any partnership, joint venture or corporation. Syl Signature Krystal Amos Printed Name Controller/Operations Manager Title CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-11 PROJECT #11212 CFW PFQ VERSION 2020-JUNE CONTRACTOR WAGE LAW COMPLIANCE CERTIFICATION FAILURE TO RETURN THIS CERTIFICATION AS PART OF THE BID QUOTE PACKAGE WILL MAKE THIS BID NONRESPONSIVE AND INELIGIBLE FOR AWARD. I hereby certify, under penalty of perjury under the laws of the State of Washington, on behalf of the firm identified below that, to the best of my knowledge and belief, this firm has NOT been determined by a final and binding citation and notice of assessment issued by the Washington State Department of Labor and industries or through a civil judgment entered by a court of limited or general jurisdiction to have willfully violated, as defined in RCW 49.48.082, any provision of Chapters 49.46, 49.48, and 49.52 RCW within three (3) years prior to the date of the Request for Bids. Bidder Name: Miles Resources, LLC Print Full Legal Name of Firm By:. i Signature of Authorized Person Title: Controller/Operations Manager Title of Person Signing Certificate Date: 07/ 14/2021 Krystal Amos Print Name of Person Making Certifications for Firm Place: Puyallup, WA Print City and State Where Signed CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-12 PROJECT #11212 CFW RFO VERSION 2020-JUNE APWA y APWA-WA Division 1 Committee rev. 1/8/2016 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 _ _ 20 / . _ 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: Miles Resources, LLC Signature of Authorized Official: rY Date: 07/14/2021 AUTHORIZATION TO ACT ON BEHALF OF MILES RESOURCES, LLC WASHINGTON LIMITED LIABILITY COMPANY WHEREAS, Miles Resources, LLC (the "Company") is a Washington limited liability company organized for purposes of (among other things) managing and operating business assets used in connection with the Company's construction, paving and related activities; WHEREAS, all authority to operate the business and affairs of the Company Is vested in one or more mangers, and the managers of the company are Walt Miles, Lisa Kittilsby, and Tim Kittilsby (hereinafter the "Managers"); WHEREAS, the Mangers of the company intend to delegate certain authority relating to the day- to-day operations of the company to the individuals identified below; NOW THEREFORE, be it resolved as follows: RESOLVED, that the Managers hereby delegate a portion of their authority to the "Operations Managers: of the Company named below; RESOLVED, that each of the Operations Managers, acting individually, shall have the power and authority to manage the day-to-day business of the company. Without limiting the generality of the foregoing, the Operations Managers shall have the power and authority to negotiate and enter into contracts on behalf of the Company, sign documents relating to such contracts, and to engage in any other acts related to the Company's day-to-day operations; RESOLVED, that Angela Reis is hereby removed as Operations Mangers of the company. For the purpose of execution of the Authorization, a facsimile or electronically scanned signature shall have the same force and effect as an original signature. This Agreement may be executed In one or more counterparts, all of which shall be considered one and the same Agreement. SIGNED and EFFECTIVE this I" day of August, 2018 MILES RESOURCES, LLC By: Walt Miles Its: Manager and Member ASS �l By: Lisa Kittilsby Its: ManagerandMember By: Tirn Kittilsby Its: Manager OPERATIONS MANAGERS Br die iffr General Man ger/O erations Manager Krystal Amos Controller/Operations Manager Department of Labor and Industries PO Box 44450 Olympia, WA 98504-4450 MILES RESOURCES LLC 400 VALLEY AVE NE PUYALLUP WA 98372 453 MILES RESOURCES LLC Reg: CC MILESRL897RK UBL 602-870-349 Registered as provided by Laws as: Construction Contractor (CCO 1) - GENERAL EfI'ectrve Date: 12/12/2011 Expiration Date: 12/12/2021 SMALL PUBLIC WORKS CONTRACT THIS SMALL PUBLIC WORKS CONTRACT ("Contract') is dated effective this 10th day of September_ 2021 and is made by and between the City of Federal Way, a Washington municipal corporation ("City or Owner"), and Miles Resources LLC, a Washington ("Contractor"), for the project known as 2021 Pavement Repair (the "Project"). A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete the 2021 Pavement Repair Project; and B. The Contractor has the requisite skill and experience to perform such work. NOW, THEREFORE, the parties ("Parties") agree to the following terms and conditions: 1. SERVICES BY CONTRACTOR Contractor shall perform all Work and furnish all tools, materials, supplies, equipment, labor and other items incidental thereto necessary for the construction and completion of the Project. Contractor shall perform the Work in a manner consistent with accepted practices for other properly licensed contractors and in accordance with and as described in the Contract Documents, which Work shall be completed to the City's satisfaction, within the time period prescribed by the City and pursuant to the direction of the Mayor or his or her designee. 2. TERM 2.1 This Contract shall commence on the effective date of this Contract and continue until the Project is formally accepted as complete by the City Council, Notice of Project Completion is filed with State agencies, and all bonds for the Project are released by the City. 2.2 The Contractor must complete the Work in accordance with the number of Working Days for the Project as identified in the Contract Documents. With regard to obtaining Substantial Completion and the Completion Date by the Contractor, time is of the essence. In the event the Work is not substantially completed within the time specified in the Contract Documents, Contractor agrees to pay to the City liquidated damages in the amount set forth in the Contract Documents. The parties acknowledge that delays inconvenience the public and cost taxpayers undue sums of money, adding time needed for administration, inspection, and supervision of the Project and diverting City resources from other projects and obligations. 2.3 If the Contractor is unreasonably delayed by others, notification shall be made in writing to the Engineer in accordance with the Contract Documents. Any request for a time extension or additional compensation (including expectancy or consequential damages) allegedly resulting from such delay shall be made in accordance with the procedures of the Contract Documents. Failure to follow the notice procedures in the Contract Documents is a full and complete waiver of Contractor's right to additional time, money, damages, or other relief (including expectancy or consequential damages) as a result of the event or condition giving rise to such request. 3. COMPENSATION 3.1 In consideration of the Contractor performing the Work, the City agrees to pay the Contractor an amount not to exceed Two Hundred Ninety Eight Thousand Eight Hundred Twenty -Three and 09/100 Dollars . ($298,823.09) for Schedules B and C, which amount shall constitute full and complete payment by the City ('Total Compensation"). The Contractor shall be solely responsible for the payment of any taxes imposed by any lawful jurisdiction as a result of the performance and payment of this Contract. 3.2 The City shall pay the Contractor for Work performed under this Contract as detailed in the Bid Quote, which is incorporated herein and made a part hereof by this reference, and as detailed in the Contract Documents. The City shall have the right to withhold payment to the Contractor for any of the Work not completed in a satisfactory manner, in the City's sole and absolute discretion, which shall be withheld until such time as Contractor modifies or repairs the Work so that the Work is acceptable to the City. Payment to the Contractor for partial estimates, final estimates, and retained percentages shall be subject to controlling laws. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-13 PROJECT #11212 CFW RFO VERSION 2020-JUNE 3.3 In addition to the requirements set forth in the Contract Documents, the Contractor shall maintain Project cost records by cost codes and shall contemporaneously segregate and separately record, at the time incurred, all costs (1) directly associated with each work activity, (2) directly or indirectly resulting from any event, occurrence, condition, or direction for which Contractor seeks an adjustment in Contract price Contract time, or related to any other Claim or protest. Any work performed for which Contractor intends to seek an adjustment in Contract Price or Contract Time, or related to any other Claim or protest, shall be recorded on the same day the work is performed and kept separate so as to distinguish it from Contract Work. 4. INDEPENDENT CONTRACTOR 4.1 It is the intention and understanding of the Parties that the Contractor shall be an independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave, vacation pay or any other benefit of employment, nor to pay any social security or other tax which may arise as an incident of employment. The Contractor shall not conduct itself as nor claim to be an officer or employee of the City. The Contractor shall pay all income and other taxes due. Industrial or any other insurance that is purchased for the benefit of the City, regardless of whether such may provide a secondary or incidental benefit to the Contractor, shall not be deemed to convert this Agreement to an employment contract. It is recognized that Contractor may or will be performing professional services during the Term for other parties; provided, however, that such performance of other services shall not conflict with or interfere with Contractor's ability to perform the Services. Contractor agrees to resolve any such conflicts of interest in favor of the City. Nothing contained in this Contract shall create a contractual or direct relationship with or a cause of action in favor of a Subcontractor or third party against the City, or by the Contractor against the Engineer, or against any of their agents, employees, engineers, or consultants. 4.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the contractor agrees to notify the City and complete any required form if the Contractor retired under a State of Washington retirement system and agrees to indemnify any losses the City may sustain through the Contractor's failure to do so. 5. INDEMNIFICATION 5.1 Contractor Indemnification. 5.1.1 The Contractor shall indemnify, defend, and hold the City, its elected officials, officers, employees, agents, consultants, and volunteers (collectively "the Indemnified Parties") harmless from any costs or losses, and pay and damages or judgments, related to any claim brought by any person employed in any capacity by the Contractor or subcontractor or supplier (of any tier) performing the Work, with respect to the payment of wages, salaries, or other compensation or benefits including but not limited to benefits such as medical, health, retirement, vacation, sick leave, etc. 5.1.2. To the fullest extent permitted by law, the Contractor shall defend, release, indemnify, and hold harmless the City and the Indemnified Parties for, from, and against any and all claims, demands, losses, costs, damages, suits, actions, expenses, fines, penalties, response costs, and liabilities (including costs and all attorney and expert fees and internal personnel costs of investigation) of whatsoever kind or nature to the extent arising from, resulting from, connected with, or incident to the Contractor's performance or failure to perform this Contract or the Work or its breach of this Contract; provided, however, that if the provisions of RCW 4.24.155 apply to the Work and any injuries to persons or property arising out of the performance of this Contract are caused by or result from the concurrent negligence of the Contractor or its subcontractors, agents, employees, or anyone for whom they are legally liable, and an Indemnified Party, the indemnification and defense obligations under this Section 5.1.2 apply only to the extent of the negligence of the Contractor, its subcontractors, agents, employees, and anyone for whom they are legally liable. 5.1.3 Contractor specifically assumes potential liability for actions brought by the Contractor's own employees or former employees against any Indemnified Party, and for that purpose Contractor waives any immunity that may be granted to it under the Washington State Industrial Insurance Act, Title 51 RCW. Contractor's indemnification shall not be limited in any way by any limitation on the amount of damages, compensation or benefits payable to or by any third party under workers' compensation acts, disability benefit acts or any other benefits acts or programs. Provided, however, the Contractor's waiver of immunity by the CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-14 PROJECT #11212 CFW RFQ VERSION 2020-JUNE provisions of this paragraph extends only to claims against the Contractor by any Indemnified party, and does not include, or extend to, any claims by the Contractor's employee directly against the Contractor. The Contractor recognizes that this waiver was specifically entered into. 5.2 Contractor Release. Any deviation, alteration, variation, addition, or omission in the Work by Contractor from the Contract Documents shall preclude Contractor from bringing any Claim or request for additional time or compensation on the basis of an alleged defect or error in the Contract Documents related to or arising, in any way, from that deviation, alteration, variation, addition, or omission. The Contractor further warrants that any alteration, variation, deletion, or omission fully complies with or exceeds all requirements of the Contract Documents and assumes all risk thereof. 5.3 Survival. The provisions of this Section shall (1) survive the expiration or termination of this Contract with respect to any event occurring prior to such expiration or termination, final payment hereunder, and any applicable statute of repose with respect to claims, fines, costs or damages brought or made against any Indemnified Party; (2) shall not be limited by RCW 4.16326(g); and (3) are in addition to any other rights or remedies which the City and/or any of the Indemnified Parties may have by law or under this Contract. 5.4 Offset. In the event of any claim or demand made against any Indemnified Party hereunder, the City may, in its sole discretion, reserve, retain or apply any monies due to the Contractor under the Contract or any other agreement or contract with the City for the purpose of resolving such claims; provided, however, that the City may, in the City's sole discretion, release such funds if the Contractor provides the City with adequate assurance of the protection of the City's and the other Indemnified Parties interests. 5.5 The Contractor shall ensure that each Subcontract includes a provision requiring each Subcontractor to indemnify and defend the City and the Indemnified Parties in the same manner, to the same extent, and for the same duration as Contractor agrees to indemnify and defend the City and the Indemnified Parties in this Section 5. 6. OWNERSHIP OF DOCUMENTS All originals and copies of work product, including plans, sketches, layouts, designs, design specifications, records, files, computer disks, magnetic media, all finished or unfinished documents or material which may be produced or modified by Contractor while performing the Work, whether or not required to be furnished to the City, shall become the property of the City, shall be delivered to the City at its request, and may be used by the City without restriction. 7. PATENTS, COPYRIGHTS, AND RIGHTS IN DATA 7.1 Any patentable result or material suitable for copyright arising out of this Contract shall be owned by and made available to the City for public use, unless the City shall, in a specific case where it is legally permissible, determine that it is in the public interest that it not be so owned or available. 7.2 The Contractor agrees that the ownership of any plans, drawings, designs, specifications, computer programs, technical reports, operating manuals, calculations, notes and other work submitted or which is specified to be delivered under this Contract, whether or not complete (referred to in this subsection as "Subject Data"), is hereby irrevocably transferred and assigned to the City and shall be vested in the City or such other local, state or federal agency, if any, as may be provided by separate contract with the City. The Contractor shall execute and deliver such instruments and take such other action(s) as may be requested by the City to perfect or protect the City's rights to such Subject Data and work product, and to perfect the assignments and transfers contemplated in Sections 6 and 7. 7.3 All such Subject Data furnished by the Contractor pursuant to this Contract, other than documents exclusively for internal use by the City, shall carry such notations on the front cover or a title page (or in such case of maps, in the same block) as may be requested by the City. The Contractor shall also place their endorsement on all Subject Data furnished by them. All such identification details shall be subject to approval by the City prior to printing. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-15 PROJECT #11212 CFW RFO VERSION 2020-JUNE 7.4 The Contractor shall ensure that substantially the foregoing paragraphs in Sections 6 and 7 are included in each subcontract for the work on the Project. 8. GENERAL PROVISIONS 8.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties with respect to any matter covered or mentioned in this Contract and no prior agreements or understandings pertaining to any such matters shall be effective for any purpose. In entering into this Contract, neither party has relied upon any statement, estimate, forecast, projection, representation, warranty, action or agreement of the other party except for those expressly contained in the Contract Documents. 8.2 Documents. The documents incorporated by reference, as if fully set forth in this Contract, are the Notice to Contractors, the Instructions to Bidders and Checklists, the Contractor's Quote (including all forms and supplemental information listed on the Bidders Checklist), the Contract Documents (including Project Plans, Specifications, and all Appendices, Amendments, and Supplemental Reports & Information), the Contract Provisions (including all forms and supplemental information listed on the Contract Checklist), the version of the Washington State Standard Specifications for Road, Bridge, and Municipal Construction identified herein, and any other documents provided to bidders and/or referenced in or referred to by the Contract Documents. 8.3 Modification. No provisions of this Contract, including this provision, may be amended or added to except by agreement in writing signed by the Parties or their respective successors in interest in accordance with the Contract Documents. 8.4 Change Orders. In addition to its rights under the Contract Documents, the City may unilaterally issue a Change Order at any time making changes within the general scope of the Contract, without invalidating the Contracl and without providing notice to sureties. The City's issuance of a unilateral Change Order shall not be construed as a waiver of any rights afforded the City, including its right to reject a prior protest or request for change or Claim due to untimeliness or the Contractor's failure to fully comply with the requirements of the Contract Documents, or to void the unilateral Change Order due to unilateral mistake, misrepresentation, or fraud. 8.5 Total Cost Method / Claims. In no event shall a Total Cost Method or a modified Total Cost Method be used by the Contractor to calculate any adjustments to the Contract price. For the purpose of this provision, any cost method, or variety of cost methods, using the difference between the actual cost of the Work and the Bid or Contract price of the Work to calculate any additional compensation or money owed to the Contractor shall be considered a Total Cost Method. In addition, the City shall not be responsible for, and the Contractor shall not be entitled to, any compensation for unallowable costs. Unallowable costs include, but are not limited to: (i) interest or attorneys' fees, except as mandated by statute; (ii) Claim preparation or filing costs; (iii) the costs of preparing notices or protests; (iv) lost profits, lost income, or lost earnings; (v) costs for idle equipment when such equipment is not at the Site, has not been employed in the Work, or is not scheduled to be used at the Site; (vi) claims consulting costs; (vii) expert fees and costs; (viii) loss of other business; and/or (ix) any other special, consequential, expectancy, incidental, or indirect damages incurred by the Contractor, Subcontractors, or suppliers. 8.6 Warranties and Guarantees. In addition to the requirements of the Contract Documents, the Contractor warrants that all portions of the Work that will be covered by a manufacturer's or supplier's guarantee or warranty shall be performed in such a manner so as to preserve all rights under such guarantees or warranties. If the City attempts to enforce a claim based upon a manufacturer's or supplier's guarantee or warranty and such manufacturer or supplier refuses to honor such guarantee or warranty based, in whole or in part, on a claim of defective installation by the Contractor or a Subcontractor, the Contractor shall be responsible for any resulting loss or damage, and repairs, incurred by the City as a result of the manufacturer's or supplier's refusal to honor such guarantee or warranty. This obligation survives termination of this Contract. 8.7 Full Force and Effect. Any provision of this Contract, which is declared invalid, void or illegal, shall in no way affect, impair, or invalidate any other provision hereof and such other provisions shall remain in full force and effect. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-16 PROJECT #11212 CFW RFQ VERSION 2020-JUNE 8.8 Assignment. The Contractor shall not transfer or assign, in whole or in part, any or all of its obligations and rights hereunder without the prior written consent of the City. In the event the City consents to any such assignment or transfer, such consent shall in no way release the Contractor from any of its obligations or liabilities under this Contract. 8.9 Successors In Interest. Subject to the preceding Subsection, this Contract shall be binding upon and inure to the benefit of the Parties' successors in interest, heirs and assigns. 8.10 Time Limitation and Venue. For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims, causes of action, or disputes which the Contractor has against the City arising from the Contract shall be brought within the following time period: (i) 180 calendar days from the date of Substantial Completion for those claims, causes of action, or disputes arising prior to the date of Substantial Completion, and (ii) 180 calendar days from the date of Final Acceptance of the Contract by the City for those claims, causes of action, or dispute arising after the date of Substantial Completion. It is further agreed that the venue for any claim, cause of action, or dispute related to this Contract shall be King County, Washington, which shall have exclusive jurisdiction over any such case, controversy, or dispute. The parties understand and agree that the Contractor's failure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims, causes of action, or disputes which the Contractor asserts against the City arising from the 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, action, or dispute. 8.11 No Waiver- Failure of the City to declare any breach or default immediately upon occurrence thereof, or delay in taking any action in connection with, shall not waive such breach or default. Failure of the City to declare one breach or default does not act as a waiver of the City's right to declare another breach or default. 8.12 Sole Authority/Discretion/Judgment. Where the Contract Documents provide the City or its Engineer with "sole" authority, discretion, or judgment, such authority, discretion, or judgment shall be considered unconditional and absolute. 8.13 Governing Law. This Contract shall be made in and shall be governed by and interpreted in accordance with the laws of the State of Washington. 8.14 Authority. Each individual executing this Contract on behalf of the City and Contractor represents and warrants that such individuals are duly authorized to execute and deliver this Contract on behalf of the Contractor or City. 8.15 Engineer. The Engineer is the City's representative who directly supervises the engineering and administration of a construction Contract. The Engineer's authorities, duties, and responsibilities are limited to those specifically identified in the Contract Documents. Designation of an individual or entity as the Engineer for the Project is solely to identify the representative of the City as the entity to act as the Engineer as described in the Contract Documents. Using the term "engineer" does not imply that such entity or person is a licensed professional engineer or an engineering company and does not import any additional obligations upon the actions of the Engineer that may govern licensed professional engineers when performing engineering services. The Engineer for this Project is designated as: Jeff Huynh, Capital Engineer, City of Federal Way, Washington. 8.16 Notices. Any notices required to be given to Contractor or to the Engineer shall be delivered to the Parties at the addresses set forth below. Any notices may be delivered personally to the addressee of the notice or may be deposited in the United States mail, postage prepaid, to the address set forth herein. Any notice so posted in the United States mail shall be deemed received three (3) days after the date of mailing. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-17 PROJECT #11212 CFW RFQ VERSION 2020-JUNE CONTRACTOR Miles Resources LLC Attn: Krystal Amos, Operations Manager 400 Valley Ave NE Puyallup, WA 98372 ENGINEER City of Federal Way Attn: Jeff Huynh, Capital Engineer 33325 8th Ave S Federal Way, WA 98003 8.17 Captions. The respective captions of the Sections of this Contract are inserted for convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any of the provisions of this Contract. 8.18 Performance. Time is of the essence of this Contract and each and all of its provisions in which performance is a factor. Adherence to completion dates is essential to the Contractor's performance of this Contract. 8.19 Compliance with Ethics Code. If a violation of the City's Ethics Resolution No. 91-54, as amended, occurs as a result of the formation and/or performance of this Contract, this Contract may be rendered null and void, at the City's option. 9. PERFORMANCE/PAYMENT BOND Pursuant to RCW 39.08.010, the Contractor's payment and performance bonds must be conditioned upon: (i) faithful performance of all of the provisions of the Contract, including warranty obligations; (ii) the payment of all laborers, mechanics, Subcontractors, and Suppliers, and all persons who supply such persons with provisions or supplies in carrying out the Work; and (iii) payment of any taxes, liabilities, increases, or penalties incurred on the Project under Titles 50, 51, and 82 RCW which may be due on (a) projects referred to in RCW 60.28.011(1)(b), and (b) projects for which the bond is conditioned on the payment of such taxes, liabilities, increases, or penalties. Contractor's obligations under this Contract shall not be limited to the dollar amount of the bond. Alternatively, pursuant to RCW 39.08.010, at the option of Contractor, if the value of this Contract is less than One Hundred Fifty Thousand Dollars ($150,000.00), the City may, in lieu of a bond, retain ten percent (10%) of the Contract amount for a period of thirty (30) days after the date of final acceptance, or until receipt of all necessary releases from the Department of Revenue and the Department of Labor and Industries and settlement of any liens filed under Chapter 60.28 RCW, whichever is later. The Contractor must notify the City in writing if it elects to take this alternative. DATED the day and year set forth above. [SIGNATURE PAGE TO FOLLOW] CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-18 PROJECT #11212 CFW RFO VERSION 2020-JUNE CITY F FEDERAL WAY: Ferr ,Mayor 3325 8th Avenue South Federal Way, WA 98003-6325 ATTES : WINI'MUL&Q. SWphbnis Courtney, CMC, I Clerk APPROVED AS TO FORM: J. Ryan Call, City Attorney NOTARY OF CONTRACTOR'S SIGNATURE: STATE OF WASHINGTON ) ) ss. COUNTY OF Pierce) R: L Hrad-1 ri fith, enerai ManagerNice President Printed Name &Authorized Individual 400 Valley Ave NE Street Address Puyallup, WA 98372 City, State, Zip On this day personally appeared before me Bradlwy Griffith, to me known to be the Operation Manager of Miles Resources LLC that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this 16th da ugust 202l r','��Ta111fi1lflll►l►I►►, Anna tf .�.�`iy. ,• • ` Epp �yA"�'y�y� rtypedlprin ed name of notary) Notary Public in and for the State of Washington. rA '+ • Q .{ A My commission expires 0611212024 EM OF ifill CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-19 PROJECT #11212 CFW RFQ VERSION 2020-JUNE PROJECT NUMBER SAMPLE CONTRACT CHANGE ORDER AGREEMENT NUMBER PROJECT TITLE CHANGE ORDER NUMBER EFFECTIVE DATE SUMMARY OF PROPOSED CHANGES: This Change Order covers the work changes summarized below: The time provided for completion in the Contract is CONTRACTOR ❑ Unchanged ❑ Increased by _Working Day(s) ['] Decreased by_ Working Day(s) This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ❑ No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No MODIFICATIONS TO UNIT PRICES: PREVIOUS REVISED ITEM NO. ITEM OTY UNIT PRICE UNIT PRICE ADD OR DELETE THESE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE: ITEM NO. ITEM CITY UNIT PRICE ADD OR DELETE TOTAL NET CONTRACT: JINCREASE $ DECREASE $ DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $ PREVIOUS CHANGE ORDERS $ THIS CHANGE ORDER $ NEW CONTRACT AMOUNT $ STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. The execution of this Change Order shall constitute full satisfaction and a waiver of any and all CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-20 PROJECT #11212 CFW RFQ VERSION 2020-JUNE claims by the Contractor arising out of, or relating in any way to, the Work identified, to be performed, or deleted pursuant to Change Order except as specifically described in this Change Order. CONTRACTOR'S SIGNATURE DATE PUBLIC WORKS DIRECTOR DATE Contract Change Order provided for Contractor's reference. Change orders executed during the project will use this form. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-21 PROJECT #11212 CFW RFQ VERSION 2020-JUNE CERTIFICATE OF INSURANCE Contractor's Certificate of Insurance to be inserted here during Contract Execution CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-22 PROJECT #11212 CFW RFQ VERSION 2020-JUNE Client#: 17793 MILESAND DATE (MM/DD/YYYY) ACORD.. CERTIFICATE OF LIABILITY INSURANCE 8/17/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such andorsement(s). PRODUCER NAME: Sharnel Di Vona Propel Insurance PHONE 800 499-0933 pilC p)y: 866 577-1326 qIC No Ex Tacoma Commercial Insurance nbmcA% . shanwl.dlvona@propelinsurance.com 1201 Pacific Ave, Suite 1000 INSURER(S) AFFORDING COVERAGE NAIC # Tacoma, WA 98402 INSURER A: Alaska National Insurance Company 38733 INSURED Miles Resources, LLC 400 Valley Ave NE Puyallup, WA 98372 INSURER B : Sirius International Insurance Corp INSURER C: Continental Casualty Company 120443 INSURER D INSURER E : INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSt7 LTR TYPE OF INSURANCE _ LIMITS _ OL WVD POLICY NUMBER POLICYEFF MIDDIYYYY POLICYr" M Dn" . X COMMERCIAL GENERAL LIABILITY D4/01 /2021 04/01/202 A 21 DLS11734 . EACH OCCURRENCE $1 000 000 CLAIMS -MADE OCCUR PREMISES E.222 Ear $100 OOO X MED EXP (Any one person) $5,000 BI/PD Ded: $1,000 X WA Stop Gap PERSONAL 8 ADV INJURY $1,000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2 OOO,OOO �� l POLICYI �I JEGT J LOC PRODUCTS - COMP/OP AGG $2,000,000 $ OTHER: A AUTOMOBILE LIABILITY 21 DAT11734 D4/01/2021 04/01/202 o SINGLE LIMIT 1,000 000 BODILY INJURY (Per person) $ XI ANY AUTO _1 OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED X; AUTOS ONLY X AUTOS ONLY BODILY INJURY (Per accident) $ PROPERTY DAMAGE tPer accident $ A X UMBRELLA LIAB OCCUR 21DLU11734 D4/01/2021 04/01/2022 EACH OCCURRENCE $5000000 AGGREGATE $5 00O 000 EXCESS LIAB CLAIMS -MADE DED I X1 RETaMON All 000 $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORlIE 'ARTNERXECUTIVE Y / N OFFICEPJMEM8Efi EXCLUDED? (Mandatory in NH} N I A WA Stop Gap ONLY 21 DLS11734 04/01 /2021 04/01 /202 OTH- PERTUTE E.L. EACH ACCIDENT $1,000 000 E.L. DISEASE - EA EMPLOYEE $1 000 000 E.L. DISEASE- POLICY LIMIT $1 OOO OOO If yes, describe under DESCRIPTION OF OPERATIONS below CPL00011322 04/01/2021 04/01/2022 B Pollution w/Mold $3,000,000 limt C Leased/Rented Eq 6080724344 D4/01/2021 04/01/202 $800,000 (L/R Eq) C Inst. Floater 6080724344 D4/01/2021 04/01/202 $750.000 I.F. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: 2021 Pavement Repair Project. Additional Insured Status applies per attached form(s). r:FRTIFICOTF Hni nFR CANCELLATION City of Federal Way SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ty y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 33325 8th Ave South ACCORDANCE WITH THE POLICY PROVISIONS. Federal Way, WA 98003 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S4738175/M4530472 KTR00 This page has been left blank intentionally. JW Alaska Natrona! INSURANCE COMPANY BLANKET ADDITIONAL INSURED — AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. The following is added to SECTION II — WHO IS AN INSURED: Any person or organization that: a. You agree in a "written contract requiring insurance" to include as an additional insured on this Coverage Part; and b. Has not been added to this policy as an additional insured for the same project by the attachment of an endorsement under this Coverage Part which includes such person or organization in the endorsement's schedule; is an insured, but: c. Only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury"; and d. Only as described in Paragraph (1), (2) or (3) below, whichever applies: (1) If the "written contract requiring insurance" specifically requires you to provide additional insured coverage to that person for injury or damage that arises out of "your work", that person or organization is an additional insured only if the injury or damage arises out of "your work" to which the "written contract requiring insurance" applies; Additional Premium: included (2) If the "written contract requiring insurance" specifically requires you to provide additional insured coverage to that person for injury or damage that is caused, in whole or in part, by the acts or omissions of you or your subcontractor, that person or organization is an additional insured only if the injury or damage is caused, in whole or in part, by the acts or omissions of you or your subcontractor in the performance of "your work" to which the "written contract requiring insurance" applies" or '(3) If neither Paragraph (1) nor (2) above applies that person or organization is only an additional insured if, and only to the extent that, the injury or damage is caused by negligent acts or omissions of you or your subcontractor in the performance of "your work" to which the "written contract requiring insurance" applies. The person or organization does not qualify as an additional insured with respect to injury or damage caused in whole or in part by independent negligent acts or omissions of such person or organization. ANIC GL 1218 05 18 Page 1 of 3 Alaska National INSURANCE COMPANY 2. If the "written contract requiring insurance" contains a specific requirement that you procure completed operations coverage or coverage within the "products -completed operations hazard" for the additional insured, then the insurance provided to the additional insured covers "bodily injury" or "property damage" that occurs within the "products - completed operations hazard" at the level specified in Paragraph 1.d.(1), 1.d.(2), or 1.d.(3), whichever applies. However, even if completed operations coverage or coverage within the "products - completed operations hazard" is required by the "written contract requiring insurance", such coverage is available to the additional insured only if the "bodily injury" or "property damage" occurs prior to the end of the time period during which you are required by the "written contract requiring insurance" to provide such coverage or the expiration date of the policy, whichever comes first. 3. The insurance provided to the additional insured by this endorsement is limited as follows: If the Limits of Insurance of this Coverage Part shown in the Declarations exceed the minimum limits of liability required by the "written contract requiring insurance", the insurance provided to the additional insured will be limited to such minimum required limits of liability. For the purposes of determining whether this limitation applies, the minimum limits of liability required by the "written contract requiring insurance" will be considered to include the minimum limits of liability of any Umbrella or Excess liability coverage required for the additional insured by that "written contract requiring insurance". This endorsement will not increase the limits of insurance described in Section III — Limits Of Insurance. b. The insurance provided to the additional insured does not apply to "bodily injury", "property damage", or "personal and advertising injury" arising out of an architect's, engineer's, or surveyor's rendering of or failure to render any professional services including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders or change orders, or the preparing, approving, or failing to prepare or approve, drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities. The insurance provided to the additional insured by this endorsement is excess over any valid and collectible other insurance, whether primary, excess, contingent or on any other basis, that is available to the additional insured. However, if the "written contract requiring insurance" specifically requires that this insurance apply on a primary basis or a primary and non-contributory basis, this insurance is primary to other insurance available to the additional insured under which that person or organization qualifies as a named insured, and we will not share with that other insurance. But the insurance provided to the additional insured by this endorsement still is excess over any valid and collectible other insurance, whether primary, excess, contingent or on any other basis, that is available to the additional insured when that person or organization is an additional insured, or is any other insured that does not qualify as a named insured, under such other insurance. 5. As a condition of coverage provided to the additional insured by this endorsement: a. The additional insured must give us written notice as soon as practicable of an "occurrence" or an offense which may result in a claim. To the extent possible, such notice should include: (1) How, when and where the "occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. ANIC GL 1218 05 18 Page 2 of 3 4&V Alaska iftVonal INSURANCE COMPANY b. If a claim is made or "suit' is brought against the additional insured, the additional insured must: (1) Immediately record the specifics of the claim or "suit' and the date received; and (2) Notify us as soon as practicable. The additional insured must see to it that we receive written notice of the claim or "suit' as soon as practicable. c. The additional insured must immediately send us copies of all legal papers received in connection with the claim or "suit', cooperate with us in the investigation or settlement of the claim or defense against the "suit', and otherwise comply with all policy conditions. d. The additional insured must tender the defense and indemnity of any claim or "suit' to any provider of other insurance which would cover the additional insured for a loss we cover under this endorsement. However, this condition does not affect whether the insurance provided to the additional insured by this endorsement is primary to other insurance available to the additional insured which covers that person or organization as a named insured as described in Paragraph 3. above. 6. The following is added to the DEFINITIONS Section: "Written contract requiring insurance" means that part of any written contract or agreement for construction services under which you are required to include a person or organization as an additional insured on this Coverage Part, provided that the "bodily injury" and "property damage" occurs, and the "personal and advertising injury" is caused by an offense committed, during the policy period and: a. After the signing and execution of the contract or agreement by you; and b. While that part of the contract or agreement is in effect. This endorsement changes the policy to which it is attached and, unless otherwise stated, is effective on the date issued at 12:01 A.M. standard time at your mailing address shown in the policy. The information below is required only when this endorsement is issued subsequent to commencement of the policy. Endorsement Effective 4-1-2020 Insured Miles Sand & Gravel Countersigned By Policy No. 20D LS 11734 Endorsement No. Includes copyrighted material of the Insurance Services Office, Inc., with its permission. ANIC GL 1218 05 18 Page 3 of 3 This page has been left blank intentionally. AV Alaska NbOonal INSURANCE COMPANY CONTRACTORS' GENERAL LIABILITY ENHANCEMENT ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART Coverage afforded under this extension of coverage endorsement does not apply to any person or organization covered as an additional insured on any other endorsement now or hereafter attached to this Coverage Part. SCHEDULE OF COVERAGES ARE SUMMARIZED BELOW 1. Miscellaneous Additional Insureds 8 additional insured extensions. Primary and Noncontributory Insurance 2. Damage To Premises Rented to You Limit increased to $500,000. 3. Medical Payments Limits increased to $15,000. Reporting period increased to three years from the date of accident. 4. Non -owned Watercraft Increased to 50 feet. 5. Supplementary Payments Cost of bail bonds increased to $10,000. Daily loss of earnings increased to $500. 6. Newly Formed Or Acquired Organizations Coverage extended to the end of the policy period or the next anniversary of this policy's effective date. 7. Liberalization Clause 8. Unintentional Failure To Disclose Hazards 9. Notice of Occurrence 10. Broad Knowledge of Occurrence 11. Bodily Injury - Extension of Coverage 12. Expected Or Intended Injury Reasonable force - bodily injury or property damage. 13. Blanket Waiver of Subrogation Waiver of subrogation where required by written contract or written agreement. 14. In Rem Actions 1. MISCELLANEOUS ADDITIONAL INSUREDS Section II Who Is An Insured is amended to include as an additional Insured any person or organization described in Paragraphs 2.a. through 2.h. below whom you are required to add as an additional insured on this policy under a written contract or written agreement. However, the written contract or written agreement must be: 1. Currently in effect or becoming effective during the term of this policy; and 2. Executed prior to the "bodily injury", "property damage" or "personal injury and advertising injury", but Only the following persons or organizations are additional insureds under this endorsement and coverage provided to such additional insureds is limited as provided herein: a. State or Governmental Agency or Subdivision or Political Subdivi- sions Any state or governmental agency or subdivision or political subdivision that has issued a permit in connection with operations performed by you or on your behalf and that you are required by any ordinance, law or building code to include as an additional insured on this coverage part is an additional insured, but only with respect to liability for "bodily injury", "property damage", "personal and advertising injury" arising out of such operations. ANIC GL 1187 07 16 Page 1 of 6 Alaska National INSURANCE COMPANY The insurance provided to such state e. Owners or Other Interests From or political subdivision does not apply Whom Land Has Been Leased to any "bodily injury", "property damage" or "personal and advertising An owner or other interest from whom injury" arising out of operations land has been leased by you but only performed for that state or political with respect to liability arising out of subdivision. the ownership, maintenance or use of that specific part of the land leased to b. Controlling Interest you and subject to the following additional exclusions: Any persons or organizations with a controlling interest in you but only This insurance does not apply to: with respect to their liability arising out of: (1) Any "occurrence" which takes place after you cease to lease (1) Their financial control of you, or that land; or (2) Premises they own, maintain or (2) Structural alterations, new con - control while you lease or occupy struction or demolition operations these premises. performed by or on behalf of such additional insured. This insurance does not apply to structural alterations, new construc- f. Co-owner of Insured Premises tion and demolition operations performed by or for such additional A co-owner of a premises co -owned insured. by you and covered under this insurance but only with respect to the c. Managers or Lessors of Premises co -owners liability as co-owner of such premises. A manager or lessor of premises but only with respect to liability arising out g. Lessor of Equipment of the ownership, maintenance or use of that specific part of the premises Any person or organization from leased to you and subject to the whom you lease equipment. Such following additional exclusions: person or organization is an additional insured only with respect to This insurance does not apply to: their liability for "bodily injury", "property damage" or "personal and (1) Any "occurrence" which takes Advertising injury" caused, in whole place after you cease to be a or in part, by your maintenance, oper- tenant in that premises; or ation or use of equipment leased to you by such person or organization. (2) Structural alterations, new con- A person's or organization's status as struction or demolition operations an additional insured under this performed by or on behalf of endorsement ends when their written such additional insured. contract or written agreement with you for such leased equipment ends. d. Mortgagee, Assignee or Receiver With respect to the insurance A mortgagee, assignee or receiver afforded these additional insureds, but only with respect to their liability the following additional exclusions as mortgagee, assignee, or receiver apply: and arising out of the ownership, maintenance, or use of a premises by This insurance does not apply: you. (1) To any "occurrence" which takes This insurance does not apply to place after the equipment lease structural alterations, new construc- expires; or tion or demolition operations performed by or for such additional insured. ANIC GL 1187 07 16 Page 2 of 6 ar Alaska National INSURANCE COMPANY (2) To "bodily injury", "property damage", or "personal and advertising injury" arising out of the sole negligence of such additional insured. h. Owners, Lessees or Contractors (1) Such person or organization is an additional insured for "bodily injury", "property damage" and "personal and advertising injury" if, and only to the extent that, the injury or damage is caused by negligent acts or omissions of you or your subcontractor in the performance of "your work" to which the written contract applies. This person or organi- zation does not qualify as an additional insured with respect to injury or damage caused in whole or in part by independent negligent acts or omissions of such person or organization. (2) However, this insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of an architect's, engineer's, or surveyor's rendering of or failure to render any professional services including: L the preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, design or specifications; and ii. supervisory, inspection, or engineering services. (3) The insurance provided to this additional insured, does not cover "bodily injury" or "property damage" caused by your negligent acts and omissions in the performance of "your work" that occurs within the "products - completed operations hazard", unless the written contract contains a specific requirement that you procure completed operations coverage or coverage within the "products -completed operations hazard" for the additional insured. However, even if coverage within the "products -completed operations hazard" is required by the written contract, such coverage is available to the additional insured only if the "bodily injury" or "property damage" occurs prior to the end of the time period during which you are required by the written contract to provide such coverage or the expiration date of the policy, whichever comes first. Any insurance provided to an additional insured designated under Paragraphs 2.a. through 2.g. above does not apply to "bodily injury" or "property damage" included within the products -completed operations hazard." Primary And Noncontributory Insurance The following is added to the Other Insurance Condition and supersedes any provision to the contrary: This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. Section III - Limits of Insurance, the following is added: With respect to the insurance afforded to the additional insureds described in Paragraphs a. through h. above, the most we will pay on behalf of such additional insured is the amount of insurance: (1) Required by the contract or agreement; or (2) Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. ANIC GL 1187 07 16 Page 3 of 6 Alaska NaUmmi INSURANCE COMPANY This provision shall not increase the applicable Limits of Insurance shown in the Declaration. 2. Damage To Premises Rented to You SECTION III — LIMITS OF INSURANCE, Paragraph 6. 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, while rented to you or temporarily occupied by you with permission of the owner. If a limit is shown for Damage to Premises Rented to You the most we will pay under Coverage A for damages because or "property damage" to any one premises is the Limit shown in the Declarations or $500,000, whichever is greater. 3. MEDICAL PAYMENTS A. Section III — Limits of Insurance, Paragraph 7. is replaced by the following: 7. Subject to Paragraph 5. above the Medical Expense Limit is the most we will pay under Coverage C for all medical expenses because of "bodily injury" sustained by any one person. If a limit is shown for Medical Expense in the Declarations the most we will pay under Coverage C for all medical expenses because of "bodily injury' sustained by any one person is the Limit shown in the Declarations or $15,000, whichever is greater. B. This provision 5. (Medical Payments) does not apply if Section I - Coverage C Medical Payments is excluded either by the provisions of the Coverage Part or by endorsement. C. Paragraph 1.a.(3)(b) of Section I - Coverage C - Medical Payments, is replaced by the following: (b) The expenses are incurred and reported to us within three years of the date of the accident; and 4. NON -OWNED WATERCRAFT A. If endorsement CG 21 09, CG 21 10, CG 24 50, or CG 24 51 is attached to the policy, Paragraph A. 2. g. (2) (b) is replaced by the following: (b) A watercraft that you do not own that is: (1) Less than 50 feet long: and (ii) Not being used to carry persons or property for a charge. B. If Paragraph A. does not apply, Paragraph g. (2) of 2. EXCLUSION under SECTION I — COVERAGES, COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the following: (2) A watercraft that you do not own that is: (a) Less than 50 feet long; and (b) Not being used to carry persons or property for a charge. 5. SUPPLEMENTARY PAYMENTS A. Under Section I - Supplementary Payments - Coverage A and B, Paragraph 1.b., the limit of $250 shown for the cost of bail bonds is replaced by $10,000; B. In Paragraph 1.d., the limit of $250 shown for daily loss of earnings is replaced by $500. 6. NEWLY FORMED OR ACQUIRED ORGANIZATIONS Paragraph 3.a. of Section 11 - Who Is An Insured is deleted and replaced by the following: Coverage under this provision is afforded only until the end of the policy period or the next anniversary of this policy's effective date after you acquire or form the organization, whichever is earlier. ANIC GL 1187 07 16 Page 4 of 6 JW Alaska NaBonal INSURANCE COMPANY 7. LIBERALIZATION CLAUSE If we adopt a change in our forms or rules which would broaden coverage for contractors under this endorsement without an additional premium charge, your policy will automatically provide the additional coverages as of the date the revision is effective in your state. 8. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS — Paragraph 6. — Representations is replaced by the following: 6. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. The unintentional omission of, or unintentional error in, any information you provided to us which we relied upon in issuing this policy will not prejudice your rights under this insurance. However, this provision does not affect our right to collect additional premium or to exercise our rights of cancellation or nonrenewal in accordance with applicable laws and regulations. 9. NOTICE OF OCCURRENCE The following is added to Paragraph 2. of Section IV - Commercial General Liability Conditions - Duties In The Event of Occurrence, Offense, Claim or Suit: Your rights under this Coverage Part will not be prejudiced if you fail to give us notice of an "occurrence", offense, claim or "suit" and that failure is solely due to your reasonable belief that the "bodily injury" or "property damage" is not covered under this Coverage Part. However, you shall give written notice of this "occurrence", offense, claim or "suit" to us as soon as you are aware that this insurance may apply to such "occurrence', offense, claim or "suit." 10. BROAD KNOWLEDGE OF OCCURRENCE The following is added to Paragraph 2. of Section IV - Commercial General Liability Conditions - Duties in The Event of Occurrence, Offense, Claim or Suit: You must give us or our authorized representative notice of an "occurrence", offense, claim, or "suit" only when the "occurrence", offense, claim or "suit' is known to: (1) You, if you are an individual; (2) A partner, if you are a partnership; (3) An executive officer or the employee designated by you to give such notice, if you are a corporation; or (4) A manager, if you are a limited liability company. 11. EXPANDED BODILY INJURY Section V - Definitions, the definition of "bodily injury" is changed to read: "Bodily injury" means bodily injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury by that person at any time which results as a consequence of the bodily injury, sickness or disease. 12. EXPECTED OR INTENDED INJURY Exclusion a. of Section I - Coverage A - Bodily Injury and Property Damage Liability is replaced by the following: a. "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. ANIC GL 1187 07 16 Page 5 of 6 Alaska National INSURANCE COMPANY 13. BLANKET WAIVER OF SUBROGATION The Transfer Of Rights Of Recovery Against Others To Us Condition (Section IV - Commercial General Liability Conditions) is amended by the addition of the following: We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of: 1. Your ongoing operations; or 2. "Your work" included in the "products - completed operations hazard." However, this waiver applies only when you have agreed in writing to waive such rights of recovery in a contract or agreement, and only if the contract or agreement: 1. Is in effect or becomes effective during the term of this policy; and 2. Was executed prior to loss. 14. IN REM ACTIONS Any action in rem against any vessel owned, operated by or for, or chartered by or for you will be treated in the same manner as though the action were in personam against you. This endorsement changes the policy to which it is attached and, unless otherwise stated, is effective on the date issued at 12:01 A.M. standard time at your mailing address shown in the policy. The information below is required only when this endorsement is issued subsequent to commencement of the policy. Endorsement Effective Insured Countersigned By Policy No. Endorsement No. Includes copyrighted material of Insurance Services Office, Inc., with its permission ANIC GL 1187 07 16 Page 6 of 6 Kaska National INSURANCE COMPANY MOTOR CARRIER COVERAGE ENHANCEMENT ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following MOTOR CARRIER COVERAGE FORM (The entries required to complete this endorsement will be shown below or on the "schedule of coverages".) Various provisions in this endorsement restrict coverage. Read the entire policy carefully to determine rights, duties, and what is and is not covered. Throughout this policy, the words "you" and "your" refer to the Named Insured shown in the Declarations. The words "we", "us", and "our" refer to the company providing this insurance. Other words and phrases that appear in quotation marks have special meaning. Refer to SECTION VI — DEFINITIONS in the Motor Carrier Coverage Form. The coverages provided by this endorsement apply per "accident" and, unless otherwise specified, are subject to all of the terms, conditions, exclusions and deductible provisions of the policy to which it is attached. Below is a summary of the changes made by this endorsement to the MOTOR CARRIER COVERAGE FORM. This summary is for convenience only. Refer to the specific language for complete details. 1. EMPLOYEE AS INSURED (HIRED AUTO — LESS THAN 10,000 POUNDS GVW) 2. "BLANKET" ADDITIONAL INSURED AS REQUIRED BY WRITTEN CONTRACT 3. COST OF BAIL BONDS — INCREASED TO $5,000 4. REASONABLE EXPENSES INCURRED BY THE INSURED — INCREASED TO $500 PER DAY 5. TOWING AND LABOR COSTS - $2,500 PER DISABLEMENT SUBJECT TO $5,000 ANNUAL AGGREGATE 6. TRANSPORTATION EXPENSES — INCREASED TO $200 PER DAY/MAXIMUM OF $1,500 7. LOSS OF USE EXPENSES (HIRED, RENTED OR BORROWED) INCREASED TO $200 PER DAYIMAXIMUM OF $1,500 8. AIRBAG COVERAGE 9. FUEL IN VEHICLE COVERAGE - $2,500 10. FIRE EXTINGUISHER RECHARGE COVERAGE 11. AUTO LOAN/LEASE GAP COVERAGE - $2,500 12.PERSONAL PROPERTY COVERAGE FOR DRIVER- $1,000 13. TELEMATICS EQUIPMENT COVERAGE -$2,500 14. "DOWNTIME LOSS" AND RENTAL REIMBURSEMENT COVERAGE - $150 PER DAY, 30 DAY MAXIMUM 15. SINGLE PHYSICAL DAMAGE DEDUCT- IBLE PER LOSS 16. DEDUCTIBLE ON GLASS BREAKAGE WAIVED IF GLASS REPAIRED RATHER THAN REPLACED 17. TRANSFER OF RIGHTS OF RECOVERY AGAINST US (WAIVER OF SUBROGA- TION) 18. UNINTENTIONAL FAILURE TO DIS- CLOSE HAZARDS 19. OTHER INSURANCE CHANGES 20. BODILY INJURY INCLUDES MENTAL ANGUISH ANIC CA 1220 01 19 Page 1 of 5 4f�V Alaska National INSURANCE COMPANY SECTION II — COVERED AUTO LIABILITY COVERAGE, Paragraph A.1. Who Is An Insured is amended to include: f. Any "employee" of yours while operating an "auto" with a gross vehicle weight of less than 10,000 pounds hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your business. g. Any person or organization for whom you have agreed in writing to provide insurance such as is afforded by this Coverage Form, but only with respect to liability arising out of the ownership, maintenance or use of "autos" covered by this policy. SECTION II — COVERED AUTO LIABILITY COVERAGE, Paragraph A.2.a. (2) — Supplementary Payments is replaced by the following: (2) Up to $5,000 for the 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. SECTION II — COVERED AUTO LIABILITY COVERAGE, Paragraph A.2.a. (4) — Supplementary Payments is replaced by the following: (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. 2. Towing We will pay up to $2,500 for towing and labor costs each time a covered "auto" is disabled. However, the labor must be performed at the place of disablement. The mostwe will pay fortowing and labor costs is $5,000 in any one policy year. SECTION II — COVERED AUTO LIABILITY COVERAGE, Exclusion B.5. is amended to add: This exclusion does not apply if the "bodily injury" results from the use of a covered "auto" you own or hire. Such coverage as is afforded by this provision is excess over any other collectible insurance. SECTION IV — PHYSICAL DAMAGE COVERAGE, Paragraph AA.a. — Transportation Expenses is deleted and replaced by the following: a. Transportation Expenses We will pay up to $200 per day to a maximum of $1,500 for temporary transportation expense incurred by you because of the total theft of a covered "auto" that is 20,000 lbs. of Gross Vehicle Weight. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". SECTION IV — PHYSICAL DAMAGE COVERAGE, Paragraph AA.b. — Loss of Use Expenses is replaced by the following: b. Loss of Use Expenses — Hired, Rented, or Borrowed Automobiles We will pay expenses for which an "insured" becomes legally responsible for loss of use of a vehicle hired, rented or borrowed without a driver under a written rental contract or agreement. We will pay for loss of use expenses if caused by: (1) Other than Collision, only if the Declarations indicate that Compre- hensive Coverage is provided for the vehicle withdrawn from service. (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for the vehicle withdrawn from service. (3) Collision only if the Declarations indicate that Collision Coverage is provided for the vehicle withdrawn from service. However, the most we will pay for any expenses for loss of use is $200 per day, to a maximum of $1,500. ANIC CA 1220 01 19 Page 2 of 5 JV Alaska National INSURANCE COMPANY Section IV — PHYSICAL DAMAGE COVERAGE The following are added to A. Coverage: 5. Airbag Coverage We will pay the cost to repair, replace, or reset an airbag that inflates for any reason other than as a result of a collision if the Declarations indicate that the covered "auto" has Comprehensive Coverage or Specified Causes of Loss Coverage. 6. Fuel in Vehicle We will pay up to $2,500 for the actual loss sustained as a result of loss of fuel in a covered "auto", used to operate the "auto", caused by a covered loss to the covered "auto." No deductible applies to this coverage. 7. Fire Extinguisher Recharge We will pay the cost to recharge or replace, whichever is less, fire extinguishers kept in your covered "autos" that are intentionally discharged in an attempt to extinguish a fire. No deductible applies to this coverage. B. Auto Loan/Lease Gap Coverage In the event of a total "loss" to a covered "auto" for which we pay under the policy's Physical Damage Coverage, we will pay any unpaid amount due on the lease or loan for that "auto," less: a. The amount paid under the policy's Physical Damage Coverage and any: (1) Overdue lease/loan pay- ments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended war- ranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and (5) Carry-over balances from previous loans or leases. The most we will pay as a result of any one "loss" is $2,500. 9. Driver's Personal Property We will pay up to $1,000 for loss or damage to personal property or effects of any driver of a covered "auto" while contained in that "auto" and caused by: a. Fire, lightning or explosion; b. Windstorm, hail or earthquake; c. Flood; d. Mischief or vandalism; e. The sinking, burning, collision or derailment of any conveyance transporting the covered "auto"; f. The covered "auto's" collision with another object; or g. The covered "auto's" overturn. We will not pay for loss or damage to coins, currency, securities or contraband. Exclusions 2.c., 2.e. and 2.f. of Section IV, B., Physical Damage Coverage do not apply to this coverage. This coverage is excess over any other collectible insurance. No deductible applies to this coverage. 10. Telematics Equipment Coverage We will pay up to $2,500 for loss or damage to "telematics" equipment in a covered "auto" caused by a covered cause of "loss". This coverage applies whether or not the equipment is permanently installed in, or mounted on, the covered "auto." Exclusions 2.c., 2.e. and 21 of Section IV, B., Physical Damage Coverage do not apply to this coverage. No deductible applies to this coverage. 11. Downtime Loss and Rental Reimburse- ment Coverage We will pay any resulting "downtime loss" and rental reimbursement expense you sustain as a result of a covered physical damage "loss" to a covered "auto" up to a maximum of $150 per day for a maximum of 30 days for the same physical damage loss, subject to the following limitations: ANIC CA 1220 01 19 Page 3 of 5 J�r Alaska National INSURANCE COMPANY a. We will cover "downtime loss" and rental reimbursement expenses beginning the sixth day after: (1) We have given you our agreement to pay for repairs to a covered "auto" and you have given the repair facility your authorization to make the repairs; or (2) The date you first reported the "loss" to us if we have declared your auto a total "loss"; and b. Coverage for "downtime loss" and rental reimbursement will end when any of the following occur. (1) You have a spare or reserve "auto" available to you to continue your operations. (2) You purchase a replacement "auto." (3) Repairs to your covered "auto" have been completed by the repair facility and the "auto" has been determined to be road -worthy. (4) You reach the 30 days of maximum coverage. Coverage for "downtime loss" and rental reimbursement is excess over any other insurance coverage available. SECTION IV — PHYSICAL DAMAGE COVERAGE D. Deductible is replaced by the following: For each covered "auto", our obligation to pay for, repair, 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. However, if more than one covered "auto" is involved in the same loss, only one deductible will apply to the loss. If the deductible amounts vary, the largest deductible will apply. No deductible applies to glass breakage if the glass is repaired rather than replaced. SECTION V — MOTOR CARRIER CONDITIONS, Paragraph A. 5. — Transfer of Rights of Recovery Against Others To Us is amended to include: 5. Transfer of Rights of Recovery Against Others to Us This condition does not apply to any person(s) or organization(s) to the extent that subrogation against that person or organization is waived prior to the "accident" or the "loss" under a contract with that person or organization. SECTION V — MOTOR CARRIER CONDITIONS — Paragraph B.2. — Concealment, Misrepresentation Or Fraud is amended by adding Unintentional Failure to Disclose Hazards at the end of Paragraph B.2. as follows: Unintentional Failure to Disclose Hazards If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. SECTION V — MOTOR CARRIER CONDITIONS — B. General Conditions, S. Other Insurance — Primary and Excess Insurance Provisions — f. is replaced by the following: f. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: (1) Any covered "auto" you lease, hire, rent, or borrow; and (2) Any covered "auto"" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". SECTION VI — DEFINITIONS — Paragraph C. — "Bodily injury" is replaced by the following: C. "Bodily injury" means bodily injury, sickness or disease sustained by a person including death or mental anguish resulting from any of these. Mental anguish means any type of mental or emotional illness or disease. ANIC CA 1220 01 19 Page 4 of 5 JV Alaska National INSURANCE COMPANY SECTION VI — DEFINITIONS — the following are T. "Business Income" means: added: 1. Net Income (net profit or loss before income S. "Downtime Loss" means actual loss of "business taxes) that would have been earned or income" for the period of time that a covered incurred; and "auto": 2. Continuing normal operating expenses, 1. is out of service for repair or replacement as a including payroll. result of a covered physical damage loss; and U. "Telematics equipment' means: 2. is in the custody of a repair facility if not a total Equipment, devices, or software, used in vehicle "loss." telematics systems. This endorsement changes the policy to which it is attached and, unless otherwise stated, is effective on the date issued at 12:01 A.M. standard time at your mailing address shown in the policy. The information below is required only when this endorsement is issued subsequent to commencement of the policy. Endorsement Effective Policy No. Insured Endorsement No. Countersigned By Includes copyrighted material of the Insurance Services Office, Inc., with its permission ANIC CA 1220 01 19 Page 5 of 5 This page has been left blank intentionally. Bond No. 023219170 PERFORMANCE AND PAYMENT BOND 2021 PAVEMENT REPAIR PROJECT The City of Federal Way ("City') has awarded to Miles Resources LLC ("Principal's, a contract for the construction of the above referenced project, and said Principal is required to furnish a bond for performance of all obligations under the Contract and for payment in accord with Chapter 39.08 Revised Code of Washington (RCW) and (where applicable) Chapter 60.28 RCW. The Principal, and Liberty Mutual 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 of Federal Way, in the sum of Two Hundred Ninety-eight Thousand Eighl Hundred Twenty-three & 091100 US Dollars ($ 298,823.09 Total Contract Amount, subject to the provisions herein. This bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall: 1) 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; and 2) Pay all persons in accordance with Chapters 39.08, 39.12, and 60.28 RCW 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 change, 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 shall be signed by duly authorized officers and will only be accepted if accompanied by ,a fully executed, original power of attorney for the office executing on behalf of the surety. = r. PRINCIPAL: Re Dorcas, LLC Principal r �f D to Printed Name &&Lw Il�t� rrs� d� Titre SURETY: Liberty Mutual Insurance Company.... �' :.�C�IAD Surety Signature -i W."'I .: dh Printed Names .' A I Alicean A. Keltner Attorney -in -Fact Tale YWI CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-23 PROJECT #11212 CFW RFO VERSION 2020,lUNE LOCAL OFFICE/AGENT OF SURETY: Propel Insurance Name 601 Union Street, Suite 3400 Street Address Seattle, WA 98101 City, State, Zip (206) 676.4200 Telephone BOND NO.: 023219170 APPROVED AS TO FORM: aez'C.-eJ - J. Ryan Call, City Attorney CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFCI-24 PROJECT #11212 CFW RFQ VERSION 2020-JUNE This Power of Attorney Nmb ttte acts of those named hersin, and they hew no atdtwdty to bind the Company, except In the memtsr and to the extent herein stated. Liberty Mutual. SURETY Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY Certificate No: 8205061423049 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company Is a corporation duly organized under the Paws of the State of Massachusetts, and West American Insurance Company is a t orporatlon duly organized under the laws of the State of Indiana (herein colladvely called tha "Companies'), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Alicom A. Kellner, Alyeaa I. Lopez, Amelia G. Burri11, Anne]iea M. Richie, Brandon K_ Bush, Brent. E, Heilewn, Carlev Espiritu. Chd8twhcr Kinvoo. Cvrr Wa L. Iay. Diane M. all of the city of Tacoma state of WA each kndhddually if them be more €hen one named, Its true and lawful atteomeyan4ed to make, execute, met, acknowledge and deliver, for and on its behalf as surety and ea its act and deed, any and ell undertakings, bands, recognizances and other aumty obtigabvns, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and aifasted by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an suthorbsd officer or official of the Companies and the corporate seals of the Companies have been affbred thereto this 19th day of March , 2021 . ca State of PENNSYLVANIA � County of MONTGOMERY Liberty Mutual Insurance Company r� 1NSU %-4 IA1grj ►h+auThe Ohio Casualty Insurance Company a p '�o den �10 � �°OR°'a�fi Wast Ame6can Insurance Company or m w 10, 1912 h o 1919 Q Q 1991 Q �3 s�7 * ��yl f ?�' ''M * �'� By' David M. Carey, Assistant 5acr+etary w 0 On this 19th day of March 2021 before me personalty appeared David M. Carey, who admowledged himself to be the Assistant Secretary of Liberty Mutual Insurance � o g Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing Instrument for the purposes ` to therein contained by signing on behalf of the corporations by himself as a duly authorized officer.cc � c1 IN WITNESS WHEREOF, I haw hereunto subscribed my name and afted my notarial seal at Iang of Prussia, Pennaylvanle, on the day and year first above written. Q ,N p PAS;, Carnmonwwl li, or Pennsylvania - Notary Seal O ' af!� F Tcrc�a PesteNeNotary PublictlI «+ Montgomery County Of My commission expires March 29, 2025 By: at e+r Gimnnss-an number 1128044 erase Pasielle, NotaryPublic Q r.! +Sa, ., LV�'� -G Mnmhsr ✓'vrsnxylvanla Anarx-alien pf NvWnes � m This Power of Attorney Is me& and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Caeualty Insurance Company, Liberty Mutual E•9 Insurance Company, and Wed American Insurance Company which reedutlons are now In full force and effect reeding as follows: I a ARTICLE IV — OFFICERS: Section 12. Power of Attorney. o Any officer or other ofllciel of the Corporation authorized for that purpose In writing by the Chairman or the President, and subject to such gmlbitlon as the Chairman or the President may prescribe, shell appoint such altomeys-1wilac, as may be necessary to ad In behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all underteldrhge, bonds, rNogn zancas and other surely obligations. Such attorneys -In -fact, subject to the limitations set forth In their respective powers of attorney, shah -0 have full parer to bind the Corpoation by their signature and exsautlon of any such Instruments and to attach thereto the seal of the Corporation. When so executed, such 'a — Instruments shall be as binding as If signed by the President and attested to by the Secretary. Any power or authority granted to any repra5entative or attorwy-In-W under the provislons of this article may be ticked at any Ihme by the Board, the Chairman, the President or by the officer or of loers granting s uch power or sutirorily. t° ARTICLE XIN — Ehucudon of Co Is P ; Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairmen or the president, and subject to such limftations as the chairmen or the president may prescribe, shell appoint such attorlwMn-fact, ae may be necessary to ad in behalf of the Company to make, execute, seal, acknowledge and dellver as surety any and all undertakings, bonds, recognizences and other surety obligations. Such attorneys -in -fad subject to the limitations ad forth in their respective powers of attorney, shell have full parer to bind the Company by their slgnatu to and execution of any such instruments and to attach thereto the seel of the Company. When so executed such instrumerds shall be as binding as if signed by the president and attested by the secretary. Certificate of Dsetgnadw — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Asststa nt Secretary to appoint such attomays-In- fad as may be necessary to ad on behalf of the Company to make, execute, seel, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. AtNtorkadon — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the C mpany, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the ss= force and effect as though manually aifuced. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty MAA1 Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, We and correct copy of the Poway of Attorney ancAed by said Companies, is in full a ard effed and has not been revoked. 1N S iO�♦ IN TESTWONY WHEREOF, I have hereunto set my hand and affbred the seals of sold Companies this lets day of August 2M21 1a 1NSU 'jY INSU itistt� r J Zak' + 4 . oFvarygSiy�M 4JVc°xv�rr�'U 6q� GV tepra �e yC% U sr, 3 ❑ fi * �? 1912 1919 1991 0 r rt8 q y 0 By: d $,7 *,rye a P H wa� e Aa Fy,� of µ r �aa Renee C. Llewellyn, Ass ateiR re LMS-12e73 LMIC OCIC WAIC Mute Co 02121 O co 8 CONTRACTOR'S RETAINAGE OPTION IDENTIFICATION AND DESCRIPTION Project Title: 2021 PAVEMENT REPAIR PROJECT RFB No: 21-006 Contractor: MILES RESOURCES LLC GENERAL REQUIREMENTS 1. In accordance with applicable State Statutes, a contract retainage not to exceed five percent of the moneys earned by the contractor will be reserved by the City unless the Contractor elects that the City may retain 10% of the contract amount in lieu of a performance and payment bond pursuant to RCW 39.08.010. 2. All investments selected are subject to City approval. 3. The final disposition of the contract retainage will be made in accordance with applicable State Statutes. CONTRACTOR'S INSTRUCTIONS Pursuant to RCW 60.28.011, 1 hereby notify the City of Federal Way of my instructions for the retainage withheld under the terms of this contract: 0 Option 1: Retained in a fund by the City of Federal Way. No interest will be paid to the contractor. CI Option 2: Deposited in an interest bearing account in a bank, mutual savings bank, or savings and loan association. Interest paid to the contractor. Contractor shall have the bank (or other) execute a separate "City of Federal Way Retainage Bank Acceptance Agreement" upon contract award. The City will provide the agreement to the Contractor if this option is selected. 0 Option 3: Placed in escrow with a bank or trust company. Contractor shall execute, and have escrow account holder execute a separate "City of Federal Way Construction Retainage Escrow Agreement' upon contract award. The City will provide the agreement to the Contractor if this option is selected. All investments are subject to City approval. The cost of the investment program, and risk thereof, is to be borne entirely by the contractor. M Option 4: C^actor shall submit a "Retainage Bond" on City -provided form included in these �4 Contractor 08/16/2021 Date CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFQ-25 PROJECT #11212 CFW RFQ VERSION 2020-JUNE Bond No. 023219171 RETAINAGE BOND TO CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT KNOW ALL PERSONS BY THESE PRESENTS that we, the undersigned, Miles Resources, as principal ("Principal"), and Liberty Mutual Insurance Company a Corporation organized and existing under the laws of the State of Mass_acnusetts , as a surety Corporation, and qualified under the laws of the State of Washington to become surety upon bonds of Contractors with Municipal Corporations, as surety ("Surety"), are jointly and severally held and firmly bonded to the City of Federal Way ("City") in the penal sum of. Rwrt en Thousand Nino Hundred Forty-one R ISM00 ($ 14,941.15 for the payment of which sum we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. A. This obligation is entered into in pursuant to the statutes of the State of Washington and the ordinances, regulations, standards and policies of the City, as now existing or hereafter amended or adopted. B. Pursuant to proper authorization, the Mayor is authorized to enter into a certain contract with the Principal, providing for the above -referenced Project, which contract is incorporated herein by this reference ("Contract'), and C. Pursuant to State law, Chapter 60.28 RCW, the City is required to reserve from the monies earned by the Principal pursuant to the contract, a sum not to exceed five percent (5%), said sum to be retained by the City as a trust fund for the protection and payment of any person or persons, mechanic, subcontractor or material men who shall perform any labor upon such contract or the doing of such work, and all persons who shall supply such person or persons or subcontractors with provisions and supplies for the carrying on of such work, and the State with the respect to taxes imposed pursuant to Title 82 RCW which may be due from said Principal. Every person performing labor or furnishing supplies towards completion of said improvement or work shall have a lien on said monies so reserved, provided that such notice of the lien of such claimant shall be given in the manner and within the time provided in RCW 39.08.030 as now existing and in accordance with any amendments that may hereafter be provided thereto; and D. State law further provides that with the consent of the City, the Principal may submit a bond for all or any portion of the amount of funds retained by the public body in a form acceptable to the public body conditioned upon such bond any proceeds therefrom being made subject to all claims and liens and in the same manner and priority as set forth retained percentages pursuant to Chapter 60.28 RCW; and E. The Principal has accepted, or is about to accept, the Contract, and undertake to perform the work therein provided for in the manner and within the time set forth, for the amount of $ 298,823.09 ; and F. The City is prepared to release any required retainage money previously paid by the Principal prior to acceptance and successful operation and fulfillment of all other terms of said contract upon being indemnified by these presents, NOW, THEREFORE, if the Principal shall perform all the provisions of the Contract in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Contract, and shall pay all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and if the Principal shall pay to the State all taxes imposed pursuant to Title 82 RCW which may be due from such Principal as a result of this contract then and in the event this obligation shall be void; but otherwise it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Contract or to the Work. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-26 PROJECT #11212 CFW RFQ VERSION 2020-JUNE The Surety hereby agrees that modifications and changes may be made in the terms and provisions of the Contract without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this Retainage Bond in a like amount, such increase, however, not to exceed twenty-five percent (25%) of the original amount of this bond without consent of the Surety. Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Contract, the Surety shall make written commitment to the City that it will either: (a) cure the default itself within a reasonable time period, or (b) tender to the City, the amount necessary for the City to remedy the default, including legal fees incurred by the City, or (c) in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below paragraph, prior to any interplead action. In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of mediation to resolve said dispute. The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by Judicial Dispute Resolution, LLC, 1425 Fourth Avenue, Suite 300, Seattle, Washington 98101. The Surety shall not interplead prior to completion of the mediation. The parties have executed this instrument under their separate seals this 16th day of August , 2021 , the name and corporate seal of each corporate party hereto affixed, and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. CORPORATE SEAL: CORPORATE SEAL: �qN 4 tau • �.�., �AI�D lr 4 PRINCIPAL: Miles Resources, LLC By: �r Title: Address: 400 Valley Ave NE _Puyallup, WA 9B372 SURETY: Liberty Mutual Insurance Company Attomey-in-Fact — (Attach Power of Attomey) Title: Aliceon A. Keltner, Attomey-in-Fact Address: 1001 4th Avenue, Suite 3700 Seattle, WA 98154 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-27 PROJECT #11212 CFW RFO VERSION 2020,/UNE CERTIFICATES AS TO CORPORATE SEAL ereb c rti that I am the (Assistant) Secretary of the Corporation named as Principal in the within bond; that a who signed the said bond on behalf of the Principal, was of said Corporation; that I know his or her signature thereto is genuine, and that said bond wag duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governi grit ody. D Secretarj►'of rrncr 1 Notary Public I hereby certify that I am the of the Corporation named as Surety in the within bond; that Aliceon A. Keltner who signed the said bond on behalf of the Surety, was Attorney -in -Fact of the said Corporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. kt�,- 3.sn A� Katie Snider, ryx � .*641 APPROVED AS TO FORM:it NJ. �• aTA J. Ryan Call, City Attorney >: AueLIG lC.14c>t. 17" •` .� . 02 20 PIt •�aa�aa+ W�*�Q`� CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT RFO-28 PROJECT #11212 CFW RFO VERSION 2020-JUNE This Power of A tomey timlb diesels of Owe named herein, end they have no sutift to bind the Company vicept In the manner and to the extent herein stated. Lie Mutual. SURETY Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY Certificate No: 820508141120M KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Ube* Mutual Insurance Compaq 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 State of Indiana (herein collectively called the "Companies', pursuant to and by authority herein act forth, does hereby name, conslitift and appoint, Alia= A. Keltaer. Alvssa J. Lonez Amelia G. Burrill. Annelies M. Riclrie. Brandon K. Buah. Brent E. Heilesem Carley EsniritLL Christonher Kinvon. Cvnthia L. Jay. Diane M. Hanhn& E"W Sims, Eric A. Mramerman, Erica E. Mostey, heather L. Anent, HOW Albers, Jacob T. Ha&b* dames B. Binder, Jamie L. Ma%ua, Katharine J. Snider. Kvle Josenb Howat. Terrie Conelyd all of the dty of Tacoma state of WA each Indhildually If there be more than one named, Ito We and lawful attomeydn-fact to make, execute, sol, acknowledge and deliver, kr and on its behalf as surety and as its act and deed, any and all undertakings, bonds, moogniasnees and other auretyobfigations, 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 WITNESS WHEREOF, this Pourer of AAttomey has been subscribed by an authorized officer or official of the Companies and the corporate seata of the Companies have been efitxed thereto thle 19th day of March , 2021 . Liberty Mulual Iraurence Company P� 1Nsu p01 INS& A I uR9 The Ohio Casually Insurance Company ro ra�y� 17rzflpvoyq� Py�P `ogrvggr q0 West American Insurance Company 1912A Q 1919A 1991 F° 0 w ❑ Q 4CHu� .Aa 50 y�kvari y3� �S, �NQPAea ds LL . df!r $'7 * �°' ''h� * a� a'3f * h� By: David M. Carev. Assistant Secretery Stale of PENNSYLVANIA County of MONTGOMERY re 0 I On this 19th day of March 2021 before me personally appeared David M. Carey, who acknowledged himself to be the Asstefant Secretary of Ube rty Mutual Insurance Company, The Ohio Casually Company, and West American Insurance Company, and that he, as such, being suthorfzed so to do, execute the foregoing instrument for the purposes _ therein contained by signing on behalf of the corporations by himself as a duly authorized officer. i� i� i G Jw IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. PAS,, STD( Ctrnrnbnvfflatlh or Pan neylvenia-Notary Seel Q4o'�'' fiY Teresa Past U, Notary Public Montgomery Camty .(/ -�- QF My cvmmisyen axPir69 MarYit 28. 2025 r Comnnsstan number 1126044 By. �CSYLN'�,jr Membar. PermsylwWa Azov Lion ar Notnwt Teresa Pastefla, Notary Public Rqy P� This Power of Attoomey is made and exeaufsd pursuant to and by authority of the foNowing By-laws and Auiharizatfm of The Ohio Casualty Insurance Company, Uberty Mutual Insurance Company, and West American Insurance Company which resolutions are now In full foroe and effect reading ea follows: ARTICLE IV — OFFICERS: Section 12. Pourer of Attorney. Any officer or other AM of the Corporation authorized for that purpose In writing by the Chalmon or the President, and subject to such Ilniftetiai as the Chaiman or the President may prescribe, shall appoint such attonieysarffact, as may be necessary to act In behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undo rtaklnp, borMs, recogncxances and other surely obligations. Such altomeys-Infact, subject to the limitations eat forth In their respective powers of attorney, shell have full power to bind the Corporation by their signature and mmutlonr of any such Instruments and to attach thereto the seal of the Corporation. When so erceculed, such Inslrumerils shay be ere binding as If signed by the President and attested to by the Secretary. Any power or authority granted to any representative or allomey-In-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or o111oers granting such power or authorily. ARTICLE XIII — Execution of Conhacb: Section 5. Surely Bonds and Undertaldngs. Any officer of the Compaq authorized for that purpose in writing by the chairman or the president, and subject to such Ilmitations as the chairman or the president may prescribe, shell appoint such attorneys -in -fact, are may be necessary to ad in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and ail undertakings, bonds, recognixances and other surety ob4dons. Such attomays-in•fad subject to the limitations set forth in their respective powers of attamey, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such Instruments shall be as binding as If signed by the president and attested by the secretary. CoMficate of D"nellon — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attomays-In- fad 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, recognlzences and other surely obllgadomi. AuthofhAon — By unanimous consent of the Company's Board of Directors, the 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 atlomey issued by the Company in connection with surety bonds, ehafi be valid and binding upon the Company with the same force and effect as though manually affsced. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Cesuafty Irnaurance Company, Liberty Mutual Insurance Company, and West American Insurance CaNxi y, do hereby certify that the original power of attorney of which the foregoing is a full, We and owed copy of the Power of Attorney executed by said Companies, is •irrildSm and ft and has not been revoked. !f IN TESTIMONY WHEREOF, I have hereunto set my hand and afibred the seals of said Companies this lath day of August 2021 9' P~ A StlP01t INS" %NSU/? . .*rl n °qt f �n yJ Gonr°n�r qy -ZP c°RPOr Y t . m� m � '+ ra M to e 1912 0 � = 1919 w o a 1991 a � �d3gr9gcr u5 o ✓iaUPS aa� r r �hotnK* qa By, f{gnae C. Llawet , Assistant �h • h� 3N1 * hta 3R4 * I �♦ I LMa-12073 LMIC CCIC WAIC Mull Co 02,21 0 8 a M Cr :3 S-5 O 1W N era? d coo a APPENDIX A INTRODUCTION TO THE SPECIAL PROVISIONS (December 10, 2020 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2020 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both,General Special Provisions (GSPs) from various sources, which may have project -specific fill-ins; and project -specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project -specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) (April 12, 2018 CFW GSP) (...PROJECT -SPECIFIC SPECIAL PROVISION...) 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 City of Federal Way Public Works Development Standards • National Electric Code, current edition Contractor shall obtain copies of these publications, at Contractor's own expense. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-1 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995 WSDOT GSP) This Contract provides for the improvement of the 2021 Pavement Repair Project Improvements and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01.3 Definitions (January 4, 2016 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency." CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-2 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01 B All references to the terms "State" or "state" shall be revised to read "Contracting Agency" unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location." All references to "final contract voucher certification" shall be interpreted to mean the Contracting Agency form(s) by which final payment is authorized, and final completion and acceptance granted. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for "Contract." Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-3 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works Contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the Contract, Plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Basis of Distribution Sets Reduced Plans (11" x 17") 1 Furnished automatically upon award. Contract Provisions 1 Furnished automatically upon award. Large Plans (e.g., 22" x 34") 1 Furnished only upon request. Additional Plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 1-02.4 Examination of Plans Specifications, and Site Work (June 27, 2011 APWA GSP) 1-02.41 General (August 15, 2016 APWA GSP, Option B) The first sentence of the last paragraph is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by close of business three (3) business days preceding the bid opening to allow a written reply to reach all prospective Bidders before the submission of their Bids. 1-02.40 Subsurface Information (March 8, 2013 APWA GSP) The second sentence in the first paragraph is revised to read: The Summary of Geotechnical Conditions and the boring logs, if and when included as an appendix to the Special Provisions, shall be considered as part of the Contract. 1-02.5 Proposal Forms (July 31, 2017 APWA GSP) Delete this section and replace it with the following: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-4 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01B The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's UBDE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.6 Preparation of Proposal (Dec 10, 2020 APWA GSP, OPTION A) Supplement this section with the following: The Bidder shall submit with the Bid a completed Disadvantaged Business Enterprise (DBE) Utilization Certification, when required by the Special Provisions. For each and every DBE firm listed on the Bidder's completed Disadvantaged Business Enterprise Utilization Certification, the Bidder shall submit written confirmation from that DBE firm that the DBE is in agreement with the DBE participation commitment that the Bidder has made in the Bidder's completed Disadvantaged Business Enterprise Utilization Certification. WSDOT Form 422 031 (Disadvantaged Business Enterprise Written Confirmation Document) is to be used for this purpose. Bidder must submit good faith effort documentation only in the event the bidder's efforts to solicit sufficient DBE participation have been unsuccessful. The Bidder shall submit a DBE Bid Item Breakdown form defining the scope of work to be performed by each DBE listed on the DBE Utilization Certification. If the Bidder lists a DBE Trucking firm on the DBE Utilization Certification, then the Bidder must also submit a DBE Trucking Credit Form (WSDOT Form 272-058) documenting how the DBE Trucking firm will be able to perform the scope of work subcontracted to them. Directions for delivery of the Disadvantaged Business Enterprise Written Confirmation Documents, Disadvantaged Business Enterprise Good Faith Effort documentation, DBE Bid Item Breakdown Form and the DBE Trucking Credit Form are included in Section 1-02.9. (December 10, 2020 APWA GSP, OPTION B) 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. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-5 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 Delete the last two paragraphs, and replace them with the following: The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance form, provided by the Contracting Agency. 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. 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. 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency -assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1-02.9 Delivery of Proposal (October 1, 2020 APWA GSP, OPTION A) Delete this section and replace it with the following: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-6 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. To be considered responsive on a FHWA-funded project, the Bidder may be required to submit the following items, as required by Section 1-02.6: • DBE Written Confirmation Document from each DBE firm listed on the Bidder's completed DBE Utilization Certification (WSDOT 272-056) • Good Faith Effort (GFE) Documentation • DBE Bid Item Breakdown (WSDOT 272-054) • DBE Trucking Credit Form (WSDOT 272-058) These documents, if applicable, shall be received either with the Bid Proposal or as a supplement to the Bid. These documents shall be received no later than 48 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. If submitted after the Bid Proposal is due, the document(s) 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. Proposals that are received as required will be publicly opened and read as specified in Section 1-02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. The Contracting Agency will not open or consider any "Supplemental Information" (DBE confirmations, or GFE documentation) that is received after the time specified above, or received in a location other than that specified in the Call for Bids. If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received at the office designated for receipt of bids as specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. 1-02.10 Withdrawing, Revising, or Supplementing Proposal (July 23, 2015 APWA GSP) Delete this section, and replace it with the following: After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and 2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-7 PROJECT #11212 CFW SPECIAL PROVISIONS VFR. 2021.018 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received before the time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. 1-02.13 Irregular Proposals (October 1, 2020 APWA GSP) Delete this section and replace it with the following: A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized Proposal form furnished by the Contracting Agency is not used or is altered; C. The completed Proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete an Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidder's DBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bidder fails to submit a DBE Bid Item Breakdown form, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; I. The Bidder fails to submit DBE Trucking Credit Forms, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; M. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or n. More than one Proposal is submitted for the same project from a Bidder under the same or different names. 2. A Proposal may be considered irregular and may be rejected if: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-8 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; C. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. 1-02.14 Disqualification of Bidders (May 17, 2018 APWA GSP, OPTION B) Delete this section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet Supplemental Criteria 1-7 listed in this Section. Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. Evidence that the Bidder meets Supplemental Criteria 3-7 shall be provided by the Bidder as stated later in this Section. 1. Delinquent State Taxes A. Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder does not owe delinquent taxes to the Washington State Department of Revenue, or if delinquent taxes are owed to the Washington State Department of Revenue, the Bidder must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below. 2. Federal Debarment A. Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. B. Documentation: The Bidder shall not be listed as having an "active exclusion" on the U.S. government's "System for Award Management" database (www.sam.gov). 3. Subcontractor Responsibility A. Criterion: The Bidder's standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder's subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether the sub -tier subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39.06.020. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-9 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts. 4. Claims Against Retai[mae and Bands A. Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, that demonstrate a lack of effective management by the Bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project • The owner and contact information for the owner; • A list of claims filed against the retainage and/or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. 5. Public Bidding Crime A. Criterion: The Bidder and/or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and/or its owners have not been convicted of a crime involving bidding on a public works contract. 6. Termination for Cause / Termination for Default A. Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date; or if Bidder was terminated, describe the circumstances. . 7. Lawsuits CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-10 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 A. Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts As evidence that the Bidder meets the Supplemental Criteria stated above, the apparent low Bidder must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets the supplemental criteria together with supporting documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with the Supplemental Criteria. The Contracting Agency reserves the right to request further documentation as needed from the low Bidder and documentation from other Bidders as well to assess Bidder responsibility and compliance with all bidder responsibility criteria. The Contracting Agency also reserves the right to obtain information from third -parties and independent sources of information concerning a Bidder's compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Contracting Agency may consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's final determination. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-11 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no later than five (5) business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents. 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for agy item and the bidder's unit or lump sum price is less than the minimum specified_ amount. the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. Supplement with the following: The Owner reserves the right to reject bids on any or all schedules or alternates of the proposal. After reviewing the bids, the Owner may elect to delete any one or combination of schedules from the proposal. 1-03.10) Identical Bid Totals (January 4, 2016 APWA GSP) Revise this section to read: After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie -breaker will be the Bidder with an egual lowest bid, that proposed to use the highest percentage of recycled materials in the Project, per the farm submitted with the Bid Proposal. If those percentages are also exactly equal, then the tie -breaker will be determined by drawing as follows: Two or more slips of paper will be marked as follows: one marked 'Winner" and the other(s) marked "unsuccessful." The slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by the name of the firm as registered with the Washington State Department of Licensing. The slips shall be unfolded and the firm with the slip marked "Winner" will be determined to be the successful Bidder and eligible for Award of the Contract. Only those Bidders who submitted a Bid total that is exactly equal to the lowest responsive Bid, and with a proposed recycled materials percentage that is exactly equal to the highest oroposed recycled materials amount. are eligible to draw. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-12 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within 10 calendar days after the award date, the successful bidder shall return the signed Contracting Agency -prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency - 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 Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of 5 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (July 23, 2015 APWA GSP) Delete the first paragraph and replace it with the following: The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond may be a combined payment and performance bond; or be separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full contract amount. The bond(s) shall: 1. Be on Contracting Agency -furnished form(s); 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and conditions under the Contract, including but not limited to the duty and obligation to indemnify, defend, and protect the Contracting Agency against all losses and claims related directly or indirectly from any failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties, or CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-13 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW; and 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by the president or vice president, unless accompanied by written proof of the authority of the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of attorney, or a letter to such effect signed by the president or vice president). 1-03.7 Judicial Review (November 30, 2018 APWA GSP) Revise this section to read: Any decision made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (January 8, 2021 CFW 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. Contract, 2. Change Orders, with those of a later date taking precedence of those of an earlier date, 3. Addenda, with those of a later date taking precedence of those of an earlier date, 4. Proposal Form, 5. Special Provisions, 6. Contract Plans, 7. Standard Specifications, 8. Contracting Agency's Standard Plans or Details (if any), and 9. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-14 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 1-04.4 Changes (April 30, 2020 WSDOT GSP, OPTION 1) Section 1-04.4 is supplemented with the following: Change Orders will be transmitted electronically to the Contractor for signature. The Contractor shall apply all signatures electronically using the software provided by the Contracting Agency. Within 21 days of execution of the Contract, the Contractor shall submit a Type 1 Working Drawing consisting of the names, email addresses, and text - message capable phone numbers for the authorized change order signers and shall bear the name, phone number and email of the officer providing this authorization. Delegation of authority to sign Change Orders shall be by the officer authorized to sign the Contract in accordance with Section 1-02.1 1-05 CONTROL OF WORK 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in Contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.11 Final Inspection (October 1, 2005 APWA GSP) Delete this section and replace it with the following: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-15 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 1-05.11 Final Inspections and Operational Testing 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of Contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-16 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the Contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the Contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit Contract prices related to the system being tested, unless specifically set forth otherwise in the Proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. 1-05.12 Final Acceptance (April 12, 2019 CFW GSP) Delete the third and fourth sentences in the first paragraph and replace it with the following: Final acceptance date of the work shall be the date the Federal Way City Council accepts the project as complete. Add the following new section. 1-05.120) One -Year Guarantee Period (March 8, 2013 APWA GSP) The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one year after Final Acceptance of the Work. The Contractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency's written notice of a defect, and shall complete such work within the time stated in the Contracting Agency's notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency's own forces or another contractor, In which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-17 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor's work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1-05.14 Cooperation with Other Contractors (March 13, 1995 WSDOT GSP, OPTION 1) Section 1-05.14 is supplemented with the following: 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: • SW 3201" St Preservation Project • SW 3561" St Preservation Project 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new section: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power and water as a pay item. 1-05.18 Contractor's Daily Diary (April 12, 2018 CFW GSP) Section 1-05.18 is a new section: The Contractor and subcontractors, as additional consideration for payment for this contract work, hereby agree to maintain and provide to the Owner and the Engineer a Daily Diary Record of this Work. The diary must be kept and maintained by the Contractor's designated project superintendent. Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-18 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 • The day and date. • The weather conditions, including changes throughout the day. • A complete description of work accomplished during the day with adequate references to the Plans and Specifications so that the reader can easily and accurately identify said work on the Plans. • An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect the Contract, Owner, or any third party in any manner. • Listing of any materials received and stored on or off -site by the Contractor for future installation, to include the manner of storage and protection of the same. • Listing of materials installed during each day. • List of all subcontractors working on -site during each day. • Listing of the number of Contractor's employees working during each day by category of employment. • Listing of Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. • Notations to explain inspections, testing, stake -out, and all other services furnished to the Contractor by the Owner or other during each day. • Entries to verify the daily (including non -work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. The Contractor shall not allow any conditions to develop that would be hazardous to the public. • Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of the Contractor's progress on each day. • Summary of total number of working days to date, and total number of delay days to date. The Contractor's designated project superintendent must sign the diary at the end of each working day. The Contractor must provide a copy of the diary to the Owner and the Engineer each morning for the preceding workday. All copies must be legible. It is expressly agreed between the contractor and the owner that the daily diary maintained by the Contractor shall be the "Contractor's Book of Original Entry" for the documentation of any potential claims or disputes that might arise during this contract. Failure of the Contractor to maintain this diary in the manner described above will constitute a waiver of any such claims or disputes by the Contractor. The daily diary maintained by the Contractor does not constitute the official record of the project. The official record of the project is prepared and maintained exclusively by the engineer. 1-05.19 Defects Arisinq in One Year and Remedies (February 15, 2019 CFW GSP) Section 1-05.19 is a new section: The Contractor shall, at its own sole cost and expense, be responsible for correcting all defects in workmanship and material discovered within one year after acceptance of this work by the City of Federal Way. When corrections of defects are made, the Contractor shall be responsible for correcting all defects in workmanship and/or materials in the corrected work for one year after acceptance of the corrections by the Owner. Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute waiver, modification, or CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-19 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 exclusion of any express or implied warranty or any right under law. This warranty shall survive termination of this Contract. The Contractor shall start work to remedy such defects within seven (7) calendar days of mailing notice of discovery thereof by the Owner and shall complete such work within a reasonable time. In emergencies, where damage may result from delay or where loss of services may result, such corrections may be made by the Owner, in which case the cost shall be borne by the Contractor. In the event the Contractor does not accomplish corrections at the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. These actions will be pursuant to the provisions of Section 1-05.8 of the Standard Specifications. The Contractor shall be liable for any costs, losses, expenses, or damages, including consequential damages suffered by the Owner resulting from defects in the Contractor's work including, but not limited to, cost of materials and labor extended by Owner in making emergency repairs and cost of engineering, inspection and supervision by the Owner or the Engineer. The Contractor shall hold the Owner harmless from any and all claims which may be made against the Owner as a result of any defective work, and the Contractor shall defend any such claims at his own expense. The Contractor agrees the above one-year limitation shall not exclude or diminish the Owner's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement. This warranty may also extend beyond the one year time period pursuant to any other warranties specified in the Special Provisions, Contract Plans, other parts of the Contract Documents, or incorporated by this reference. 1-06.6 Recycled Materials (January 4, 2016 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. 1-06.7 Hazardous Chemicals (April 12, 2019 CFW GSP) Section 1-06.7 is a new section: In order to comply with WAC 296-62-054 Hazard Communication, the Contractor shall submit with each shipment a Material Safety Data Sheet (MSDS) for all products CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-20 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 containing any toxic products that may be harmful to the end user. The MSDS Sheet is to accompany the toxic product(s) to the specified delivery sites. Include the following in the MSDS: A. Chemical Abstract Service (CAS) numbers for every chemical that is listed in the MSDS. B. If the product is actually used diluted, the dilution rate should be so stated in the MSDS and the hazards and corresponding personal protection, etc., also be listed. C. A statement as to the intended use of the product. 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's Plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. Section 1-07.1 is supplemented with the following: (May 13, 2020 WSDOT GSP, OPTION 4) In response to COVID-19, the Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP) in conformance with Section 1-07.4(2) as supplemented in these specifications, COVID-19 Health and Safety Plan (CHSP). Section 1-07.1 is supplemented with the following: (April 12, 2019 CFW GSP) Confined Space Confined spaces are known to exist at the following locations: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-21 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 Existing storm drainage, sanitary sewer, and other utility systems, vaults, and structures, along with all new similar new construction items that meet the requirements of WAC 296-809-100. The Contractor shall be fully responsible for the safety and health of all on -site workers and compliant with Washington Administrative Code (WAC 296-809). The Contractor shall prepare and implement a confined space program for each of the confined spaces identified above. The Contractors Confined Space program shall be sent to the contracting agency at least 5 days prior to the Contractor beginning work in or adjacent to the confined space. No work shall be performed in or adjacent to the confined space until the plan is submitted to the Engineer as required. The Contractor shall communicate with the Engineer to ensure a coordinated effort for providing and maintaining a safe worksite for both the Contracting Agency's and Contractor's workers when working in or near a confined space. All costs to prepare and implement the confined space program shall be included in the bid prices for the various items associated with the confined space work. 1-07.2 State Taxes Delete this section, including its sub -sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a Bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit Bid prices or other Contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all Contract -related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this Contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.20) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit Bid item prices, or other Contract amounts, including those that the CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-22 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01 B Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full Contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit Bid item prices, or in any other Contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit Bid item prices or in any other Contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any Contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.4 Sanitation Section 1-07.4(2) is supplemented with the following: 1-07.4(2) Health Hazards (May 13, 2020, WSDOT GSP, OPTION 2) COVID-19 Health & Safety Plan (CHSP) The Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP). The CHSP shall be prepared and submitted as a Type 2 working drawing prior to beginning physical Work. The CHSP shall be based on the most current State and Federal requirements. If the State or Federal requirements are revised, the CHSP shall be updated as necessary to conform to the current requirements. The Contractor shall update and resubmit the CHSP as the work progresses and new activities appear on the look ahead schedule required under Section 1-08.3(2)D. If the conditions change on the project, or a particular activity, the Contractor shall update and resubmit the CHSP. Work on any activity shall cease if conditions prevent full compliance with the CHSP. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-23 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 The CHSP shall address the health and safety of all people associated with the project including State workers in the field, Contractor personnel, consultants, project staff, subcontractors, suppliers and anyone on the project site, staging areas, or yards. COVID-19 Health and Safety Plan (CHSP) Inspection The Contractor shall grant full and unrestricted access to the Engineer for CHSP Inspections. The Engineer (or designee) will conduct periodic compliance inspections on the project site, staging areas, or yards to verify that any ongoing work activity is following the CHSP plan. If the Engineer becomes aware of a noncompliance incident either through a site inspection or other means, the Contractor will be notified immediately (within 1 hour). The contractor shall immediately remedy the noncompliance incident or suspend all or part of the associated work activity. The Contractor shall satisfy the Engineer that the noncompliance incident has been corrected before the suspension will end. 1-07.6 Permits and Licenses (April 12, 2018 CFW GSP) Section 1-07.6 is supplemented with the following: Survey Monuments In accordance with RCW 58.24.040(8), no cadastral or geodetic survey monument may be disturbed without a valid permit to remove or destroy a survey monument, issued by the Washington State Department of Natural Resources. Permit applications can be obtained on the DNR Public Land Survey Office website. The permit application must be stamped by a registered Washington State Land Surveyor. The Contractor shall obtain the permit to Remove or Destroy a Survey Monument as necessary. All costs to obtain and comply with the permit shall be considered incidental to other bid items and no additional payment will be made. 1-07.7 Load Limits (March 13, 1995 WSDOT GSP, OPTION 6) Section 1-07.7 is supplemented with the following: If the sources of materials provided by the Contractor necessitate 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. 1-07.9(5) Required Documents (January 3, 2020 APWA GSP) Delete this section and replace it with the following: General All "Statements of Intent to Pay Prevailing Wages", Certified Payrolls, including a signed Statement projects, shall be submitted to the Engineer using Wage Intent & Affidavit (PWIA) system. "Affidavits of Wages Paid" and )f Compliance for Federal -aid :he State L&I online Prevailing Intents and Affidavits On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for themselves and for each firm covered under RCW 39.12 that will or has provided Work and materials for the Contract: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-24 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 The approved "Statement of Intent to Pay Prevailing Wages" State L&I's form number F700-029-000. The Contracting Agency will make no payment under this Contract until this statement has been approved by State L&I and reviewed by the Engineer. 2. The approved "Affidavit of Prevailing Wages Paid", State L&I's form F700- 007-000. The Contracting Agency will not grant Completion until all approved Affidavit of Wages paid for the Contractor and all Subcontractors have been received by the Engineer. The Contracting Agency will not release to the Contractor any funds retained under RCW 60.28.011 until "Affidavit of Prevailing Wages Paid" forms have been approved by State L&I and all of the approved forms have been submitted to the Engineer for every firm that worked on the Contract. The Contractor is responsible for requesting these forms from State L&I and for paying any fees required by State L&I. Certified Payrolls Certified payrolls are required to be submitted by the Contractor for themselves, all Subcontractors and all lower tier subcontractors. The payrolls shall be submitted weekly on all Federal -aid projects and no less than monthly on State funded projects. Penalties for Noncompliance The Contractor is advised, if these payrolls are not supplied within the prescribed deadlines, any or all payments may be withheld until compliance is achieved. In addition, failure to provide these payrolls may result in other sanctions as provided by State laws (RCW 39.12.050) and/or Federal regulations (29 CFR 5.12). 1-07.13 Contractor's Responsibility for Work 1-07.13(4) Repair of Damage (August 6, 2001 WSDOT GSP) Section 1-07.13(4) is revised to read: The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3), payment will be made in accordance with Section 1-04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. 1-07.16 Protection and Restoration of Property 1-07.16(2) Vegetation Protection and Restoration (August 2, 2010 WSDOT GSP) Section 1-07.16(2) is supplemented with the following: Vegetation and soil protection zones for trees shall extend out from the trunk to a distance of 1 foot radius for each inch of trunk diameter at breast height. Vegetation and soil protection zones for shrubs shall extend out from the stems at ground level to twice the radius of the shrub. Vegetation and soil protection zones for herbaceous vegetation shall extend to encompass the diameter of the plant as measured from the outer edge of the plant. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-25 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 1-07.17 Utilities and Similar Facilities (April 2, 2007 WSDOT GSP, OPTION 1) Section 1-07.17 is supplemented with the following: Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience. UTILITY CONTACTS Puget Sound Energy Attn: Jason Airey 3130 S 38" St Tacoma, WA 98409 Telephone: (206) 348-9637 Century Link Attn: Tanaiya Anderson 23315 66th Ave S Kent, WA 98032 Telephone: (253) 313-8961 Lakehaven Water & Sewer District Comcast Attn: Andrew Weygandt Attn: Brian Hoback 31627 1"Avenue S 4020 Auburn Way North Federal Way, WA 98003 Auburn, WA 98002 Telephone: (253)945-1624 Telephone: (253) 864-4281 King County Traffic Operations Attn: Mark Parrett 155 Monroe Ave NE Renton, WA 98056 Telephone: (206) 296-8153 Zayo Attn: Jason Tesdal 4905 Pacific Hwy E, Suite 4 Fife, WA 98424 Telephone: (253) 221-7585 ADDITIONAL CONTACTS King County METRO Transit 81270 6th Ave S, Bldg 2 Seattle, WA 98134 Telephone: (206) 684-2785 City of Federal Way Police 33325 8th Ave S Federal Way, WA 98003 Telephone: (253) 835-6701 (for officer traffic control scheduling) Telephone: (253) 835-6767 AT&T Attn: Daniel McGeough 11241 Willows Rd NE, #130 Redmond, WA 98052 Telephone: (425) 896-9830 City of FW IT Dept (City Fiber) Attn: Thomas Fichtner 33325 8th Ave S Federal Way, WA 98003 Telephone: (253) 835-2547 South King Fire & Rescue 31617 1 st Ave S Federal Way, WA 98003 Telephone: (253) 946-7253 Federal Way School District Attn: Transportation Department 1211 S. 332nd St Federal Way, WA 98003 Telephone: (253) 945-5960 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-26 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 (for traffic / road closure issues) 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 4, 2016 APWA GSP) 1-07.180) 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-: VII and licensed to do business in the State of Washington. The Contracting Agency 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. 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 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-27 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 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 and its officers, elected officials, employees, agents, and volunteers. ■ The consultant that completed the preparation of the engineering design and project plans, and its officers, employees, agents, and subconsultants. ■ Consultants hired by the Contracting Agency for design, construction support, or materials testing. 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. 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. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-28 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 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. 1-07.18 5 A Commercial General Liabiiit 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 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-29 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 $2,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury each offense $1,000,000 Stop Gap / Employers' Liability each Accident 1-07.18(5)B Automobile L.ia_hility 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' Com ensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 1-07.18ND Excess or Umbrella Liability (January 4, 2016 APWA GSP) The Contractor shall provide Excess or Umbrella Liability insurance with limits of not less than $3,000,000 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. 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. 1-07.18 5 J Pollution Liabilit (January 4, 2016 APWA GSP) The Contractor shall provide a Contractors Pollution Liability policy, providing coverage for claims involving bodily injury, property damage (including loss of use of tangible property that has not been physically injured), cleanup costs, remediation, disposal or other handling of pollutants, including costs and expenses incurred in the investigation, defense, or settlement of claims, arising out of any one or more of the following: 1. Contractor's operations related to this project. 2. Remediation, abatement, repair, maintenance or other work with lead -based paint or materials containing asbestos. 3. Transportation of hazardous materials away from any site related to this project. All entities listed under 1-07.18(2) of these Special Provisions shall be named by endorsement as additional insureds on the Contractors Pollution Liability insurance policy. Such Pollution Liability policy shall provide the following minimum limits: $1,000,000 each loss and annual aggregate CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-30 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 1-07.23 Public Convenience and Safety 1-07.23 1 Construction under Traffic (February 3, 2020 WSDOT GSP, OPTION 2) Section 1-07.23(1) is supplemented with the following: 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: Regulatory Distance From i Posted Speed Traveled Way 35 mph or less 1 10 40 mph 15 45 to 50 mph 20 55 to 60 mph _ 30 60 mph or greater 35 Minimum Work Zone Clear Zone Distance (January 5, 2015 WSDOT GSP, OPTION 5) Section 1-07.23(1) is supplemented with the following: Lane closures are subject to the following restrictions: Only one lane of traffic (northbound or southbound)may be closed to traffic between the hours of 7:OOAM and 3:30PM. Approval to close both CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-31 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 one northbound and one southbound lane at the same time will require prior approval by the Project Engineer. ® Left turns may be restricted (by the Contractor) within the project limits at the discretion of the Project Engineer. Closure of one lane at a time may occur between the hours of 7AM to 7PM. Any closures between 7PM to 7AM require prior approval by the City • 21 st Ave SW and SW/S 320th St, lane closures be allowed between the hours of 8:30 a.m. to 3:30 p.m. • If a lane closure is required, at least one lane of traffic (alternating directions / fagger controlled) shall be maintained at all times. Unless otherwise approved or shown on plans, the Contractor shall maintain two-way traffic during construction. The Contractor shall maintain continuous two-way traffic along streets throughout the project site. The Contractor shall have the option, with the approval of the Engineer, of momentarily interrupting the continuous two-way traffic to allow one-way traffic. Such interruptions shall utilize qualified flaggers placed in strategic locations to insure the public safety and minimize driver confusion. A momentary interruption shall be defined as a period of time not to exceed two (2) minutes. Regardless of the period of time no queue greater than ten (10) cars in length will be allowed. d Working at night (8pm to 7am weekdays, 8pm-9am weekends & holidays) is not mandated by the City. Should the contractor schedule project work during nighttime hours, it shall be the Contractor's responsibility to obtain any required noise variance or exemption for such work. For approved night work, the Contractor shall, at no additional cost to the City, make all arrangements for operations during hours of darkness. Flagger stations shall be illuminated using a minimum 150-watt floodlight. Lighting used for nighttime work shall, whenever possible, be directed away from or shielded from residences and oncoming traffic. Signs and barricades shall be supplemented by Type C steady burn lights to delineate edge of roadway during the hours of darkness. The Contractor shall keep all pedestrian routes & access points (including, but not limited to, sidewalks, and crosswalks when located within the project limits) open and clear at all times unless permitted otherwise by the Engineer in an approved traffic control plan. An ADA accessible route must be provided through the project site at all times. • Pedestrians must have access to pedestrian push buttons at all times. e The Contractor shall provide flaggers, signs, and other traffic control devices. The Contractor shall erect and maintain all construction signs, CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-32 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 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 which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. All signs and traffic control devices for the permitted closures shall only be installed during the specified hours. Construction signs, if placed earlier than the specified hours of closure, shall be turned or covered so as not to be visible to motorists The Contractor shall be responsible for notifying all affected property owners and tenants prior to commencing the barricading of streets, alleys, sidewalks and driveways. Notifications should be at least 48 hours in advance of closures, if possible. The Contractor shall, at all times throughout the project, conduct the work in such a manner as will obstruct and inconvenience vehicular and pedestrian traffic as little as possible. The streets, sidewalks and private driveways shall be kept open by the Contractor except for the brief periods when actual work is being done. The Contractor shall so conduct his operations so as to have under construction no greater length or amount of work than he can prosecute vigorously and he shall not open up sections of the work and leave them in an unfinished condition. Lane closures shall not impact business accesses. All business accesses will remain open during business hours. Lane closures shall not restrict vehicular access for buses through the project site. Bus stops shall remain ADA accessible to pedestrians at all times throughout the project 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 are not allowed on any of the following: 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 PM (noon) on the day prior to a holiday or holiday weekend, and 4. Before 7:00 AM on the day after the holiday or holiday weekend. Lane closures are not allowed within the City Center zone from the Friday after Thanksgiving Day ("Black Friday") until the first City recognized business day of the following year without written approval by the Engineer. The boundaries of the City Center zone are identified in the City of Federal Way Comprehensive Plan. In general, it is the area located within the following boundaries: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-33 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 Northern boundary: S 312th Street Southern boundary. S 324th Street Eastern boundary: Interstate 5 Western boundary: 14th Ave S (future extension) / west of 320th Public Library / 11 th PI S (September 30, 2020 WSDOT GSP, OPTION 7) The last paragraph of Section 1-07.23(1) is revised to read: The Contractor shall conduct all operations to minimize any drop-offs (abrupt changes in roadway elevation) left exposed to traffic during nonworking hours. Unless otherwise specified in the Traffic Control Plan, drop-offs left exposed to traffic during nonworking hours shall be protected as follows with an accepted traffic control plan submittal in accordance with Section 1-10.2(2): 1. Drop-offs up to 0.20 foot, unless otherwise ordered by the Engineer, may remain exposed with appropriate warning signs alerting motorists of the condition. 2. Drop-offs more than 0.20 foot that are in the Traveled Way or Auxiliary Lane will not be allowed unless protected with appropriate warning signs and further protected as indicated in 3b or 3c below. 3. Drop-offs more than 0.20 foot, but no more than 0.50 foot, that are not within the Traveled Way shall be protected with appropriate warning signs and further protected by having one of the following: a. A wedge of compacted stable material placed at a slope of 4:1 or flatter. b. Channelizing devices (Type 1 barricades, plastic safety drums, or other devices 36 inches or more in height) placed along the traffic side of the drop-off and a new edge of pavement stripes placed a minimum of 3 feet from the drop-off. The maximum spacing between the devices in feet shall be the posted speed in miles per hour. Pavement drop-off warning signs shall be placed in advance and throughout the drop-off treatment. c. A temporary concrete barrier, temporary steel barrier, or other approved traffic barrier installed on the traffic side of a drop-off with a new edge line placed a minimum of 2-feet from the traffic face of the barrier. The barrier shall have a lateral offset from the edge of the drop-off to the back of the barrier as follows: i. A minimum offset of 3-feet for temporary Type F or Type 2 concrete barrier when not anchored. ii. A minimum offset of 1-foot for temporary Type F or Type 2 concrete barrier when anchored on hot mix asphalt pavement as shown on WSDOT Standard Plans C-60.10 or K-80.35. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-34 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01B iii. A minimum offset of 1-foot for temporary Type F concrete barrier when anchored on cement concrete pavement as shown on WSDOT Standard Plans C-60.10. iv. A minimum offset of 9-inches for temporary Type F or Type 2 concrete barrier when anchored on cement concrete pavement and/or concrete bridge decks as shown on WSDOT Standard Plan K-80.35. v. A minimum offset of 6-inches or 9-inches for temporary Type F or Type 2 narrow base concrete barrier when anchored on cement concrete pavement and concrete bridge decks as shown on WSDOT Standard Plan K-80.37. vi. A minimum offset following manufacturer recommendations for temporary steel barrier when no anchored; or when anchored on hot mix asphalt pavement, cement concrete pavement, or concrete bridge decks. vii. A minimum offset as directed by the Engineer for any barrier type or configuration not shown in this Section. An approved terminal, flare, or impact attenuator is required at the approach end of the barrier run, and is required at the trailing end of a barrier run in two-way operations when shown in the plans or as directed by the Engineer. 4. Drop-offs more than 0.50 foot not within the Traveled Way or Auxiliary Lane shall be protected with appropriate warning signs and further protected as indicated in 3a, 3b, or 3c if all of the following conditions are met: a. The drop-off is less than 2 feet; b. The total length throughout the project is less than 1 mile; c. The drop-off does not remain for more than 3 working days; d. The drop-off is not present on any of the holidays listed in Section 1- 08.5; and e. The drop-off is only on one side of the Roadway. 5. Drop-offs more than 0.50 foot that are not within the Traveled Way or Auxiliary Lane and are not otherwise covered by No. 4 above shall be protected with appropriate warning signs and further protected as indicated in 3a or 3c. 6. Open trenches within the Traveled Way or Auxiliary Lane shall have a steel - plate cover placed and anchored over them. A wedge of suitable material, if required, shall be placed for a smooth transition between the pavement and CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-35 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01 B the steel plate. Warning signs shall be used to alert motorists of the presence of the steel plates. 1-07.24 Rights of Way_ (July 23, 2015 APWA GSP) Delete this section and replace it with the following: Street Right of Way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. 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. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-07.28 Communication with Businesses and Property Owners CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-36 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 (April 12, 2018 CFW GSP) Section 1-07.28 is added: The Contractor will be responsible for communicating all work activities with the property owners / tenants that are located adjacent to the project. The Contractor, along with the City's inspector & project engineer, shall have one formal meeting (door-to-door project walk-through) with the property owners/tenants prior to the start of construction. It will be the Contractor's responsibility to initiate and set up the meeting. Thereafter, the Contractor shall keep the property owners / tenants informed of their general work locations and upcoming activities by distributing a monthly status/schedule memo to the businesses. The memo shall be approved by the City's Project Engineer prior to distribution. Add the following new section: 1-08.0 Preftinar Matters (May 25, 2006 APWA GSP) 1-08.0 f Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer, and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction meeting the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. 1-08.0(2) Hours of Work (December 8, 2014 APWA GSP) Add the following new section: Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal working hours stated CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-37 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 above, the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than noon two working days prior to the day(s) the Contractor is requesting to change the hours. If the Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: 1. On non -Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. (The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees or third party consultants when, in the opinion of the Engineer, such work necessitates their presence.) 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3. Considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24-hour period. 4. If a 4-10 work schedule is requested and approved the non -working day for the week will be charged as a working day. 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll. (August 14, 2020 CFW GSP) Add the following new section: The Contractor may request extended work hours on days when paving operations are occurring. Work hours may be modified to 7:00 a.m. to 5:30 p.m. on paving days if the Engineer determines that the benefits of extended working hours will minimize the overall impacts to traffic. Extended work hours for paving will require VMS boards to be placed a minimum of 2 business days prior to the paving day. Payment for VMS boards shall be considered incidental to the Contractor's operations, unless there is a specific bid item for VMS boards. 1-08.1 Subcontracting (May 30 2019 APWA GSP, OPTION 8 Delete the ninth paragraph, beginning with "On all projects, the Contractor shall certify.. ". CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-38 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 1-08.3 Progress Schedule 1-08.3(2)A Type A Progress Schedule (March 13, 2012 APWA GSP) Revise this section to read: The Contractor shall submit 3 copies of a Type A Progress Schedule no later than at the preconstruction conference, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal. 1-08.4 Prosecution of Work Delete this section and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of Work (July 23, 2015 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 1-08.5 Time for Completion (November 30, 2018 APWA GSP, OPTION A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-39 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 that period, the Contractor shall be deemed as having accepted the statement as correct. 1f the Contractor is approved to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as working day whether or not the Contractor works on that day. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (per Section 1-07.9(5)). b. Material Acceptance Certification Documents c. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors f. A copy of the Notice of Termination sent to the Washington State Department of Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This requirement will not apply if the Construction Stormwater General Permit is transferred back to the Contracting Agency in accordance with Section 8-01.3(16). g. Progerly owner releases per Section 1-07.24 (March 13, 1995 WSDOT GSP, OPTION 7) Section 1-08.5 is supplemented with the following: This project shall be physically complete within 30 working days or by October 31, 2021. 1-08.9 Liquidated Damages (September 8, 2020 WSDOT GSP, OPTION 3) Section 1-08.9 is supplemented with the following: Liquidated damages in the amount of $550 per working day will be assessed for failure to physically complete the Contract within the physical completion time specified. 1-09 MEASUREMENT AND PAYMENT CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-40 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 1-09.2(1) General Requirements for Weighing Equipment (January 13, 2021, WSDOT GSP, OPTION 2) Section 1-09.2(1) is revised to read as follows: Unless specified otherwise, any Highway or Bridge construction materials to be proportioned or measured and paid for by weight shall be weighed on a scale. Scales — Scales shall: 1. Be accurate to within 0.5 percent of the correct weight throughout the range of use; 2. Not include spring balances; 3. Include beams, dials, or other reliable readout equipment; 4. Be built to prevent scale parts from binding, vibrating, or being displaced and to protect all working parts from falling material, wind, and weather; and 5. Be carefully maintained, with bunkers and platforms kept clear of accumulated materials that could cause errors and with knife edges given extra care and protection. Scale Operations — "Contractor -provided scale operations" are defined as operations where a Scale is set up by the Contractor specifically for the project and most, if not all, material weighed on the scale is utilized for Contract Work. In this situation, the Contractor shall provide a person to operate the project scale, generate E-Tickets, perform scale checks, and prepare reports. "Commercial scale operations" include the use of established scales used to sell materials to the public on a regular basis. In addition, for the purposes of this Specification, all batch, hopper, and belt scale are considered to be commercial scales. When a commercial scale is used as the project scale, the Contractor may utilize a commercial scale operator provided it is at no additional cost to the Contracting Agency. In addition, the Contractor shall ensure that: 1. The Engineer is allowed to observe the weighing operation and check the daily scale weight record; 2. Scale verification checks are performed at the direction of the Contracting Agency (see Section 1-09.2(5)); 3. Several times each day, the scale operator records and makes certain the platform scale balances and returns to zero when the load is removed; and 4. Test results and Daily Summary Reports for each day's hauling operations are provided to the Engineer daily. Trucks and E-Tickets — Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. The CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-41 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01 B contractor shall provide E-tickets for all weighed materials. All E-tickets shall, at a minimum, contain the following information: 1. Date of haul; 2. Contract number; 3. Contract unit Bid item; 4. Unit of measure; 5. Identification number of hauling vehicle; and 6. Weight delivered: a. Net weight in the case of batch and hopper scales. b. Gross weight, tare weight (am and pm minimum), and net weight in the case of platform scales. c. Approximate load out weight in the case of belt conveyor scales. The E-Ticket shall be uploaded to a designated site so that it can be accessed by the material receiver at the material delivery point. The material delivery point is defined as the location where the material is incorporated into the permanent Work. The Contractor's representative shall make report summaries available to the Engineer's designated receiver, not later than the end of shift, for reconciliation. E-tickets for loads not verified as delivered will receive no pay. Electronic Delivery Management System (E-Ticketing) No fewer than 30 days prior to delivery or placement activities, the Contractor shall submit a Type 2 Working Drawing to the Engineer detailing all E-Ticketing Systems used to provide the required information. It is recognized that multiple systems may be used to accommodate individual Contractors and Material supplier capabilities. The Working Drawings shall explain how partial loads will be tracked, and include contingency plans for lost internet connectivity and/or phone reception. The Contractor shall provide on - site technical assistance and training during the initial setup to all parties requiring access to the e-ticket information. The Contractor shall provide ETS support as necessary during the Work to ensure effective ongoing utilization. Equipment The Contractor shall demonstrate that the ETS can provide the following: 1. The ETS shall be fully integrated with the Contractor's Load Read -Out scale system at the material source site. In the absence of a fully integrated system, digital data can be captured by a photo of the ticket (pdf ticket) generated at the scale at load out. The information shall be immediately uploaded to a designated CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-42 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 site so the information can be accessed by the Inspector located at the material delivery site. 2. The ETS shall be accessible by real-time monitoring with a mobile communication device such as a tablet, smartphone, etc. The Material Source site (point of load out) shall have a reliable, stable internet connection, with a local Wi-Fi device (hot spot) in areas with poor or no cell service. The Contractor shall install and operate equipment in accordance with their accepted ETS. The Type 2 Working Drawing shall identify an alternative method for manually capturing and electronically delivering data if internet access and/or cell phone service is temporarily unavailable at the load out site. E-Tickets The E-Tickets must provide at a minimum, the information required in Section 1-09.2(1) for truck weight measurement and Section 6-02.3(5)B for concrete delivery. Daily Summary Report The Contractor shall provide to the Engineer a means in which to gather report summaries using mobile communication devices. The following summary of information shall be provided to the Engineer electronically, in a file format that cannot be edited, at the end of the days hauling operation or as agreed to by the Project Engineer. The summary report shall include: 1. For each Material: a. List of Individual Loads including; Contractor Name and Material Producer Project Number and County iii. Truck Number iv. Net Weight for Payment (nearest 0.1 tons) or volume for payment V. Date Placed vi. Time Loaded 2. For each Bid Item: a. Total Quantity for Payment (weight or volume) Payment Payment will be made for the following bid item when included in the proposal: "Electronic Ticketing System", lump sum. The lump sum contract price for "Electronic Ticketing System" shall be full pay for all costs related to providing all equipment, information, and reporting. All quality CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-43 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 control procedures including technical support and on -site training shall be included in the Contract lump sum price. (July 23, 2015 APWA GSP, OPTION 2) Revise item 4 of the fifth paragraph to read: 4. Test results and scale weight records for each day's hauling operations are provided to the Engineer daily. Reporting shall utilize WSDOT form 422-027, Scaleman's Daily Report, unless the printed ticket contains the same information that is on the Scaleman's Daily Report Farm The scale operator must provide AM and/or PM tare weights for each truck on the printed ticket. 1-09.2(5) Measurement (May 2, 2017 APWA GSP) Revise the first paragraph to read: Scale Verification Checks - At the Engineer's discretion, the Engineer may perform verification checks on the accuracy of each batch, hopper, or platform scale used in weighing contract items of Work. 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.7 Mobilization (April 12, 2018 CFW GSP) Supplement Section 1-09.7 with the following: Obtaining a site for the Contractor's mobilization, field office(s), storage of materials, access and personnel parking spaces, and other general operations shall be the responsibility of the Contractor. The Contactor will be responsible for maintaining these spaces in a safe and orderly condition throughout the duration of the project. The Contractor shall provide the City with a copy of agreement(s) with property owner. All costs associated with securing sites shall be included in the other bid items on the project and no other compensation will be made. 1-09.9 Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-44 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 information available. The Project Engineer's determination of the cost of work shall be final. Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. 1-09.11(3) Time Limitation and Jurisdiction (November 30, 2018 APWA GSP) Revise this section to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further agreed that any such claims or causes of action shall be brought only in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-45 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 The parties understand and agree that the Contractor's failure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which the Contractor asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any records deemed necessary by the Contracting Agency to assist in evaluating the claims or action. 1-09.13 Claim Resolution 1-09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13 3 A Administration of Arbitration (November 30, 2018 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting A enc 's headquarters is locatedprovided that where claims subject to arbitration are asserted against a county, RCW 36.01.050 shall control venue and murisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 1-10 TEMPORARY TRAFFIC CONTRDL 1-10.1 General 1-10.1(2) ❑escription (April 12, 2018 CFW GSP) Section 1-10.1(2) is supplemented with the following: City of Federal Way Project Signs City of Federal Way Project signs shall be considered Construction Signs Class A. The Contractor shall provide two (2) project signs (4' x 8') per the detail available from the City. 1-10.2 Traffic Control Management 1-10.21 General (January 3, 2017 WSDOT GSP, OPTION 1) Section 1-10.2(1) is supplemented with the following: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-46 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01 B 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 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 1-10.2 2 Traffic Control Plans (April 12, 2018 CFW GSP) Section 1-10.2(2) is supplemented with the following: The following minimum Traffic Control requirements shall be maintained during the construction of the project: 1. If the Contractor opts to utilize traffic control plans other than those provided in these Contract Documents, the Contractor shall provide traffic control plans to the City of Federal Way for review and approval a minimum of five (5) working days prior to implementation. These plans shall supplement Construction Staging Plans. The plans as provided by the Contractor shall include and not be limited to the following information: • Stop line locations with station and offset to verify safety of intersection turning radius for vehicles. Minimum lane widths provided for vehicular travel. • Turn pocket length, gap, and tapers in conformance with the City of Federal Way Standard Detail DWG 3-19A. 2. Detours will not be allowed except as noted herein or Section 1-07.23(2) as amended. 3. Temporary paint striping, reflective marking tape, and/or retroreflective tubular markers shall be required for each shift of traffic control. The Contractor shall provide temporary striping, reflective marking tape, and/or reflective tubular markers as required at the direction of the Engineer. 4. The Contractor provided Traffic Control Plans shall lay out traffic control device spacing, tapers, etc., to scale, and shall contain accurate dimensions and legends and shall be signed by the preparer. 1-10.3 Traffic Control Labor, Procedures and Devices (May 20, 2020 INSDOT GSP, OPTION 1) Section 1-10.3 is supplemented with the following: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-47 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 Contractor Provided Uniformed Police Officers The Contractor shall provide, direct, and monitor Uniformed Police Officers having jurisdiction to control traffic in accordance with the Plans. A uniformed police officer (UPO) is a sworn police officer from a local law enforcement agency or a Washington State Patrol officer. The UPO shall provide traffic control as shown The following contact information for potential service providers is supplied for the Contractor's convenience: Off -Duty Officer Resource fist Federal Way Police Department (253) 835-6701 or (253) 835-6700 Saturday/Sunday Cancellations (253) 835-6851 King County Sheriff's Officers (206) 957-0935 ext 1 Washington State Patrol (WSP) Officers (425) 401-7788 Permission is required from the City of Federal Way Police Chief prior to King County Sheriff's or WSP officers working within the City. No other agencies or private companies are authorized to perform off -duty work within the City without project -specific approval from the Police Chief or his designee (Lynnette Allen, 253-835-6701). (June 12, 2020 CFW GSP) Section 1-10.3 is supplemented with the following: Off -duty uniformed police officer will be required when the signal system is in flashing mode or is not operational or when otherwise deemed necessary by the Project Engineer. The signal should only be switched into flash mode upon approval by the City. The type of work that requires a UPO at the intersection may include, but is not limited to: installation of signal poles, signal switchover, paving, striping, excavation in the intersection. The Contractor shall minimize traffic impacts at intersections whenever possible. The Contractor shall minimize the limits of the work zone area at intersections in order to reduce the use of off -duty uniformed police officers whenever possible. If there are multiple lanes of traffic and the nature of the work allows, the Contractor shall keep as many lanes open as possible in order to maintain two- way traffic that is controlled by the signal. Intersection traffic may not be flagged with an active signal in full operation. Flaggers may not be placed at the center of an intersection per WAC 468-95- 302. The only person allowed to legally control traffic from the center of an intersection is a uniformed police officer. 1-10.4 Measurement 1-10.4 i Lump Sum Bid for Project No Unit Items (August 2, 2004 WSDOT GSP, OPTION 1) Section 1-10.4(1) is supplemented with the following: The proposal contains the item "Project Temporary Traffic Control", lump sum. The provisions of Section 1-10.4(1) shall apply. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-48 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 1-10.4 2 Contractor Provided Uniformed Police Officer (June 12, 2020 CFW GSP) Section 1-10.4(2) is supplemented with the following: "Contractor Provided Uniformed Police Officer" will be measured by force account. (June 12, 2020 CFW GSP) Section 1-10.4(2)3 is supplemented with the following: Hours measured for "Contractor Provided Uniformed Police Officer" will be for actual hours spent on site providing traffic control duties. Additional hours due to minimum hours billed by the Police Department, due to requiring fewer UPO hours than anticipated/scheduled, or due to cancellations (unless outside of the control of the Contractor) will be the responsibility of the Contractor. 1-10.5 Pavrnent 1-10.50 Item Bids with Lump Sum for incidentals Section 1-10.5(2) is supplemented with the following: (June 12,2020 WSDOT GSP, OPTION 5) "Contractor Provided Uniformed Police Officer", by Force Account. The City shall reimburse the Contractor for the use of off -duty uniformed police officers at the invoiced costs, with no mark-up, per Standard Specification 1-09.6 Force Account and per Special Provision 1-10.3. END OF DIVISION 1 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-49 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 DIVISION 2 EARTHWORK 2-01.1 Description (March 13, 1995 WSDOT GSP, OPTION 1) Section 2-01.1 is supplemented with the following: Clearing and grubbing on this project shall be performed within the following limits: Limits for clearing & grubbing shall be as shown on the plans. Clearing shall include removal of trees as noted on the plans or as directed by the Engineer to accommodate the improvements. Tree removal shall include removal of stumps and/or grinding of stumps to a depth at least two feet below finish grade. 2-01.3 Construction Requirements 2-01.301 Roadside Cleanup (January 5, 1998 WSDOT GSP, OPTION 1) Section 2-01.3(4) is supplemented with the following: The Contractor shall restore, repair or correct all portions of the roadside or adjacent landscapes that were unavoidably damaged due to the performance or installation of the specified work. Unavoidable damage shall be determined only by the Engineer. All materials utilized shall be in accordance with Sections 9-14 and 9-15 and other applicable sections of the Standard Specifications or Special Provisions, whichever may apply. All work shall be performed in accordance with Sections 8-02 and 8-03 and other applicable sections of the Standard Specifications. The Contractor shall review the work with the Engineer and receive approval to proceed prior to commencing the work. 2-01.4 Measurement (April 12, 2018 CFW GSP) Section 2-01.4 is supplemented with the following: "Roadside Clean u ", will be measured by force account. 2-01.5 Payment (April 12, 2018 CFW GSP) Section 2-01.5 is supplemented with the following: "Roadside Cleanu "force account. 2-02.3(6) Existing Utilities to Remain (April 12, 2018 CFW GSP) 2-02.3(6) is a new section: Utilities indicated in the Plans to remain shall be protected and supported in place in such a manner that they remain functional and undamaged. Utilities indicated to remain that are damaged as a result of Contractor's activity shall be repaired or replaced to the satisfaction of the Contracting Agency at no additional cost. 2-93 ROADWAY EXCAVATION AND EMBANKMEN 2-03.2 Pavement Removal CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-50 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 (April 12, 2018 CFW GSP) Section 2-03.2 is replaced with the following: Where shown in the Plans or where designated by the Engineer, the Contractor shall remove asphalt, concrete, Portland cement concrete pavement, sidewalks and curbs. Prior to removal, the Contractor shall make a full -depth sawcut to delineate the areas of pavement removal from those areas of pavement to remain. The Engineer shall approve the equipment and procedures used to make the full -depth sawcut. No wastewater from the sawcutting operation shall be released directly to any stream or storm sewer system. Alternatively, the Contractor may elect grinding for pavement removal, where appropriate. The removed pavement shall become the property of the Contractor and shall be removed from the project. Damage caused to portions of the pavement to remain, due to the Contractor's operation, shall be repaired by the Contractor at the Contractor's expense and to the satisfaction of the Engineer. Removal of pavement, sidewalks, curbs, and gutters throughout the project shall be measured and paid as "Roadway Excavation Incl. Haul" and no additional payment will be made. 2-03.3 Construction Requirements Section 2-03.300) Selected Material (April 12, 2018 CFW GSP) Section 2-03.3(10) is supplemented with the following: Selected Material when specified or required by the Engineer for use on the project shall meet the requirements of specified in Section 9-03.14(3) for Common Borrow. Section 2-03.3 14 G Backfillin (April 12, 2018 CFW GSP) Section 2-03.3(14)G is supplemented with the following: Remove all water and non -compatible materials from excavations prior to backfilling or attempting to compact embankment soil. Place native soils or provide import Gravel Borrow as required to complete the work. Backfill all embankments in accordance with 2-03.3(14)C, Compacting Earth Embankments, Method C. Section 2-03.3 14 N Wet Weather Earthwork (April 12, 2018 CFW GSP) Section 2-03.3(14)N is a new section: Earthwork completed in wet weather or under wet conditions shall be accomplished in small sections to minimize exposure to wet weather. Each section shall be sufficiently small so that the removal of soil and placement of backfill can be accomplished on the same day. No soil shall be left un- compacted and exposed to water. Soil that is too wet for compaction shall be removed and replaced with Gravel Borrow material. Grading and earthwork should not be accomplished during periods of heavy continuous rainfall. 2-03.4 Measurement (March 13, 1995 WSDOT GSP, OPTION 2) Section 2-03.4 is supplemented with the following: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-51 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 Roadway Excavation Incl. Haul will be measured by cubic yard. 2-03.5 Pa ment (April 12, 2018 CFW GSP) Section 2-03.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: "Roadway Excavation Incl. Haul", per cubic yard. (March 13, 1995 WSDOT GSP, OPTION 2) Section 2-03.5 is supplemented with the following: All costs in connection with the preparation of waste sites and waste deposits shall be included in the Mobilization. END OF DIVISION 2 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-52 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 DIVISION 3 AGGREGATE PRODUCTION AND ACCEPTANCE -01 PRODUCTION FROM QUARRY AND PIT SITES 3-01.4 Contractor Furnished Material Sources 3-01.4(1) Acquisition and Development (April 12, 2018 CFW GSP) Section 3-01.4(1) is supplemented with the following: No source has been provided for any materials necessary for the construction of these improvements. If the source of material provided by the Contractor necessitates hauling over roads other than City streets, the Contractor shall, at his own cost and expense, make all arrangements for the use of haul routes. END OF DIVISION 3 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-53 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 DIVISION 4 BASES I a L'tIyL'L� 4-04.3 Construction Requirements 4-04 3(3) Mixing (April 12, 2018 CFW GSP) Item 2 of Section 4-04.3(3), is replaced with the following: 2. Road Mix Method - The road mix method of mixing surfacing material will not be allowed. 4-04,3(4) Placing and Spreading (April 12, 2018 CFW GSP) Item 2 of Section 4-04(4), is replaced with the following: 2. Road Mix Method - The road mix method of mixing surfacing material will not be allowed. 4-04.5 Payment (April 12, 2018 CFW GSP) Section 4-04.5 is supplemented with the following: The unit contract price for Ballast and Crushed Surfacing shall also include compacting, and removing and hauling to waste when required by the Engineer. END OF DIVISION 4 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-54 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 [JOT MIX ASPHALT (July 18, 2018 APWA GSP) Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following: 5-04.1 Description This Work shall consist of providing and placing one or more layers of plant -mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross -sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical -additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials Materials shall meet the requirements of the following sections: 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 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. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-55 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01 B 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. 5-04.20) Haw to Get an HMA Mix Design on the QPL If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 5-04.2i11A Vacant 5-04.2(2) Mix Design — Obtaining Project Approval No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp & sig-nature) 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 Accredita-tion 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; CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-56 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01 B Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). Have anti -strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti -strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 5-04.2(2)6 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 Reau i rements 5-04.30) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31 st 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 Pain Compacted Thickness (Feet) Wearing Course Other Courses Less than 0.10 1 55�F I 45-F 0.10 to .20 1 45-F I35-F CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-57 PROJECT #11212 reli9r, NG►��7iPl�9C�P►l�y�/�: More than 0.20 1 35-F 35-F 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8- 23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-04.3 3 A Mixinq 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 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-58 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials — The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA — The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3 3& Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 450F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3 3 C Pavers HMA pavers shall be self-contained, power -propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer's recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-59 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle A Material Transfer Device/Vehicle (MTDN) shall only be used with the Engineer's approval, unless other -wise required by the contract. Where an MTDN 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 MTDN shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-60 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, 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 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of 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. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-61 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 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. 5-04.3(4)A Crack Sealin 5-04.3(4)A9 General When the Proposal includes a pay item for crack sealing, seal all cracks'/a inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry. 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'/a 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 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-62 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3 4 A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3 4 A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: A. Cracks'/a inch to 1 inch in width - fill with hot poured sealant. B. Cracks greater than 1 inch in width — fill with sand slurry. 5-04.3f41B Vacant 5-04.3 4 C Pavement Re air The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor -provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 5-04.3 5 Prod ucin /Stack ifing kggregates and RAP Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-63 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01 B being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant 5-04.3 6] Mixing After the required amount of mineral materials, asphalt binder, recycling agent and anti - stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 250F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3 T Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1" 0.35 feet HMA Class 3/4' and HMA Class'/2" wearing course 0.30 feet other courses 0.35 feet HMA Class %" 0.15 feet CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-64 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 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. 5-04.3($) Ag-gregate Acceptance Prior to Incorporation in HMA For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(5) HMA Mixture Acceptance Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1. Job Mix Formula Tolerances — The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSLj required in Section 1-06.2(2)D2 Property Non -Statistical Evaluation _ Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max I N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF. Aggregate Percent Non -Statistical Commercial Evaluation Passing Evaluation J 1 ", 3/4", 1/2". and 3/8" sieves +/- 6% +/- 8% J No. 4 sieve +/-6% +/- 8% CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-65 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01E No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 2. Job Mix Formula Adjustments — An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates —2 percent for the aggregate passing the 11/2", 1 ", 3W, 1/2", W, and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content — The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant 5-04.3(9)B Vacant 5-04.3(9)C Mixture Acceptance — Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-04.3 9 Ci 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. 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASH-TO T 168. A minimum of three samples should be taken CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-66 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 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 dis-cretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: If the test results are found to be within specification requirements, additional testing will be at the Engineer's discretion. If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-04.3[9]C3 Mixture Nonstatiistical 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. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 5-04.3(9)C4 Mixture Nonstatisticai 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 i 111, All aggregate passing: 1 Yz", 1 ", 3/4":1/2", W and 2 No.4 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 toler-ance 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 appro-priate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-67 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-04.3(9)C5 Vacant 5-04 3[9]C6 Mixture Nonstatistical Evaluation — Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3 (9)D Mixture Acceptance — Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3 10 HMA Compaction Acceptance HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-68 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item "Roadway Core" the Contracting Agency 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. 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. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-69 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A HMA Compaction — General Compaction Reg uirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C Vacant 5-04.3(10)D HMA Nonstatisticai. Compaction 5-04.3(10)D1 HMA Nonstatistical Compaction — Lots and Suhfots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-70 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation —_Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-04.3 10 03 HMA Nonstatisticall Compaction — Price Admustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture -density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non -Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. 5-04.301) Reject Work 5-04.3(11)A Reject Work General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-71 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 5-04.301)6 Resection 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. 5-04.301)C Resection 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. 5-04.301)D Resection -A Partial Sublet 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 IE Resection -An Entire Sublet An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.301)F Refection -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 PR for any constituent or the CPF of a lot in progress is less than 0.75. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-72 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 5-04.3[11)G Reiection - An Entire Lot (Mixture or Compaction An entire lot with a CPF of less than 0.75 will be rejected. 5-04.312) Joints 5-04.3(12)A HMA Joints 5-04.3 12 Al Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a. slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1 V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-04.3 12 A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than 'h of the compacted lift thickness and then taper down on a slope not steeper than 4H:1 V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B Bridge Pavinq 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 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-73 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 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)82 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. 5-04.303) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than % 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'/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 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. 5-04.304) Planing (Milling) Bituminous Pavement The planing plan must be approved by the Engineer and a pre planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planning submittals. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-74 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 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 sur-face 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 deter -mined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. 5-04.304]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 iden-tify 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. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-75 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 5-04.3 14 B Paving and Planing Under Traffic 5-04.314)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: Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. C. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post -paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. 5-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation's activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre -planing briefing and pre -paving briefing. When requested by the Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-76 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 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 se-quencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day's planing, and paving. 2. A copy of each intersection's traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day's work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and 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. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. 5-04.3 14 B3 Pre -Pavia 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: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-77 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 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 con -tractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to 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)B2. 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 equip-ment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day's operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3 15 Seallinci Pavement Surfaces Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 5-04.301 ) Temporary Asphalt Pavement (April 12, 2018 CFW GSP) Section 5-04.3(17) is a new section: CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-78 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 Temporary asphalt pavement shall be placed by the Contractor immediately upon the request of the Engineer for the maintenance of traffic during construction. These areas include: voids created by the removal of existing improvements (i.e. Traffic islands, curbs), providing paved access to private properties, and ramps for property access during cement concrete driveway approach construction. All temporary paving shall be approved by the Engineer before placement. Any areas of temporary pavement to be removed and replaced shall be approved by the Engineer beforehand. This work shall also include the removal of temporary asphalt concrete pavement in its entirety prior to final paving. Hot Mix Asphalt Temporary Pavement: Hot mix asphalt will be used for any trench restoration within the traveled way. Whether temporary or permanent, saw cut and treat edges with CSS-1 asphalt emulsion and apply a minimum 3- inch pavement depth or match existing, whichever is greater. Also, fill voids created by the removal of existing traffic islands and curbing, paving over excavated roadway to temporary access to adjacent properties, and ramps for property access during concrete approach construction. Cold Mix Asphalt Temporary Pavement: Cold mix asphalt is allowed for temporary paving outside the traveled way. The cold mix shall be approved by the Engineer and placed in a 2-inch minimum thickness. Placement of temporary pavement without prior approval of the Engineer shall be considered as a benefit of the Contractor and no cost to the owner. Any areas of temporary pavement to be removed and replaced require prior approval by the Engineer. This work shall include the removal of the temporary pavement prior to paving of final asphalt concrete pavement. 5-04.4 Measurement HMA Cl. PG HMA for Cl. PG , and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5- 04.3(11), the material removed will not be measured. Crack Sealing will be measured by force account. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: "HMA for Pavement Repair Cl. PG ", per ton. The unit Contract price per ton for "HMA Cl. PG ", "HMA for Approach Cl. PG ", "HMA for Preleveling Cl. PG ", "HMA for Pavement Repair Cl. PG and "Commercial HMA" 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. "Crack Sealing", by force account. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-79 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01 B "Crack Sealing" will be paid for by force account as specified in Section 1-09.6. 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. END OF DIVISION 5 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-80 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01.3 Construction Re uirements 8.011.30) General (April 12, 2018 CFW GSP) The first paragraph of 8-01.3(1) is deleted and replaced with the following: The Contractor shall install a high visibility fence along the right-of-way lines shown in the Plans or as instructed by the Engineer. 8-01.30 A Submittals (April 12, 2018 CFW GSP) Section 8-01.3(1)A is revised to read: A Stormwater Pollution Prevention Plan (SWPPP) shall be prepared by the Contractor and submitted for approval to the Engineer. The plan shall consist of the Contractor's complete strategy to meet the requirements of the Department of Ecology's NPDES and State Waste Discharge General Permit for Stormwater Discharges Associated With Construction Activity (General Permit). The SWPPP shall include and modify as necessary the Site Preparation and Erosion Control Plan drawings provided as part of the Contract Plans. The Contractor shall prepare review and modify the SWPPP as necessary to be consistent with the actual work schedule, sequencing, and construction methods that will be used on the project. The Contractor's SWPPP shall meet the requirements of the general permit. The Contractor's modifications to the SWPPP shall also incorporate the content and requirements for the Spill Prevention, Control and Countermeasures (SPCC) Plan in accordance with Section 1-07.15(1). The SWPPP shall document all the erosion and sediment control Best Management Practices (BMPs) proposed, whether permanent or temporary. The plan shall document installation procedures, materials, scheduling, and maintenance procedures for each erosion and sediment control BMP. The Contractor shall submit the SWPPP for the Engineer's approval before any work begins. The Contractor shall allow at least five working days for the Engineer's review of the initial SWPPP or any revisions to the modified SWPPP. Failure to approve all or part of any such plan shall not make the Contracting Agency liable to the Contractor for any work delays. The Contractor may not begin work without an approved Contractor's SWPPP. The Contractor shall complete and modify the SWPPP to meet the Contractor's schedule and method of construction. All TESC Plans shall meet the requirements of the current edition of the WSDOT Temporary Erosion and Sediment Control Manual M 3109 and be adapted as needed throughout construction based on site inspections and discharge samples to maintain compliance with the CSWGP. The Contractor shall develop a schedule for implementation of the SWPPP work and incorporate it into the Contractor's progress schedule. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-81 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 In addition, the SWPPP shall outline the procedures to be used to prevent high pH stormwater or dewatering water from entering surface waters. The plan shall include how the pH of the water will be maintained between pH 6.5 and pH 8.5 prior to being discharged from the project or entering surface waters. Prior to beginning any concrete or grinding work, the Contractor shall submit the plan, for the Engineer's review and approval. As a minimum, the SWPPP shall include all the SWPPP requirements identified in the General Permit, including: Narrative discussing and justifying erosion control decisions (12 elements) Drawings illustrating BMPs types and locations Engineering calculations for ponds and vaults used for erosion control A schedule for phased installation and removal of the proposed BMPs, including: A. BMPs that will be installed at the beginning of project startup. B. BMPs that will be installed at the beginning of each construction season. C. BMPs that will be installed at the end of each construction season. D. BMPs that will be removed at the end of each construction season. E. BMPs that will be removed upon completion of the project. An Ecology template is available to the Contractor for producing the SWPPP, using project- specific information added by the Contractor. The template and instructions are available at: hftp://www.ecy.wa.gov/programs/wq/stormwater/construction/ Turbidity and pH Exceedances Following any exceedances of the turbidity or pH benchmarks, the Contractor shall provide the following at no additional cost to the Contracting agency: 1. The necessary SWPPP revisions and on -site measures/revisions including additional source control, BMP maintenance, and/or additional stormwater treatment BMPs that are necessary to prevent continued exceedance of turbidly and/or pH benchmarks. 2. The regulatory notification to the Dept. of Ecology and to the Engineer of any monitoring results requiring regulatory notification. 3. The additional daily sampling and reporting measures described in the General Permit to verify when project site runoff is in compliance. 8-09 RAISED PAVEMENT MARKER 8-09.1 Description CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-82 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 (December 12, 2012 CFW GSP) Section 8-09.1 is supplemented with the following: RPM's shall be installed per City of Federal Way Standard Details. 8-09.2 Materials (December 12, 2012 CFW GSP) Section 8-09.2 is supplemented with the following: RPM's shall not be ceramic. PAVEMENJ MARKING 8-22.1 Description (November 2, 2020 CFW GSP) Section 8-22.1 is supplemented with the following: Pavement markings shall conform to City of Federal Way Standard Details. Profiled and plastic lines shall conform to the pattern as shown on WSDOT Standard Plan M-20.20. 8-22.2 Materials (October 23, 2014 CFW GSP) Section 8-22.2 Sentence #3 is deleted and replaced with the following: Glass beads for Type A plastic shall be as recommended by the manufacturer. Section 8-22.2 is supplemented with the following: Glass beads for Type D plastic and Bonded Core Elements shall be as shown in Section 9-34.4. 8-22.3 Construction Requirements (April 12, 2018 CFW GSP) Section 8-22.3 is supplemented with the following: Temporary Pavement Marking Temporary pavement markings shall be installed and maintained by the Contractor whenever permanent pavement markings are included in the Contract and traffic is released onto public streets or roadways prior to installation of permanent pavement markings. The Contractor shall perform preliminary layout work to the satisfaction of the Engineer prior to installation of temporary pavement markings. After approval of permanent lane markings, the Contractor shall remove the temporary lane markings to the satisfaction of the Engineer. The Contractor shall install and remove approved 4-inch-wide reflective traffic tape, paint line, RPMs and pavement markings per City of Federal Way Standard Details Dwg 3-17, Dwy 3-18, and Dwg 3-19, as shown on the Plans, specified in the Special Provisions for this Contract, or as directed by the Engineer. Appropriately colored 4-inch-wide reflective traffic tape shall be installed with a skip pattern based on a 10-foot unit consisting of a 1-foot line of tape and a 9-foot gap, unless otherwise specified on the Plans or in the Special Provisions. Reflective traffic tape markings shall generally follow the alignment for the permanent pavement markings and double lines shall be used when specified for the permanent pavement markings. Reflective tape shall not be used when the temporary pavement markings are to be exposed to traffic for more than two weeks without the written approval of the Engineer. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-83 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 Paint lines shall be provided for temporary pavement marking conditions not applicable for reflective tape. All costs in connection with the use of (placement and removal) reflective traffic tape as temporary pavement markings shall be incidental to other bid items. All costs for paint lines and reflective pavement markers used for temporary traffic control will be paid under those respective bid items. 8-22.30 Markina Application 8-22.3(3)E Installation (November 2, 2020 CFW GSP) Section 8-22.3(3)E is supplemented with the following: Profiled Type D lines shall be installed per WSDOT Standard Plan M20.20. 8-22.3 3 G Glass Beads (March 13, 2012, CFW GSP) Section 8-22.3(3)G is supplemented with the following: Glass beads shall be applied to Type D markings at a rate of eight (8) to ten (10) pounds per one hundred square feet. Bonded core elements shall be applied to Type D markings at a rate of ten (10) grams per four (4) inch wide by one (1) linear foot of marking. 8-22.3 fi Removal of Pavement Markings (April 12, 2018 CFW GSP) Section 8-22.3(6) is supplemented with the following: As indicated on the plans, the Contractor shall remove existing pavement markings that may consist of paint, plastic and raised pavement markings. 8-22.4 Measurement (December 13, 2012 CFW GSP) Section 8-22.4 is supplemented with the following: Removal of all pavement markings will not be measured. Removal of Raised Pavement Markers will not be measured. 8-22.5 Payment (April 12, 2018 CFW GSP) Section 8-22.5 is modified as follows: "Temporary Pavement Marking", incidental to pavement markings. END OF DIVISION 8 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-84 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 DIVISION 9 MATERIALS 9-03.12 Gravel Backfill 9-03.12(6) Pit Run Sand (April 12, 2018 CFW GSP) Section 9-03.12(6) is a new section: Sieve Size Percent Passing 3/8" square 100 U.S. No. 4 90 Sand Equivalent 30 minimum 9-03.14(3) Common Barrow (April 12, 2018 CFW GSP) Section 9-03.14(3) is modified with the following requirements: Material from on -site excavations meeting the requirements for Common Borrow shall be used to the extent practicable. Material for common borrow shall consist of granular soil and/or aggregate which is free of trash, wood, debris, and other deleterious material. Common Borrow material shall be at the proper moisture content for compaction. This material is generally moisture sensitive. The natural moisture content shall range from not more than 1 percent wet of optimum to not more than 3 percent dry of optimum as determined in accordance with Section 2-03.3(14)D. The material shall not pump or yield under the weight of compaction equipment and construction traffic. The Contractor is responsible for protecting the material from excess moisture wherever/whenever possible. To the extent practicable, this material should be handled only during non -rainy periods and should be removed, hauled, placed, and compacted into final embankments without intermediate handling or stockpiling. Surfaces should be graded and sloped to drain and should not be left uncompacted. Common Borrow shall meet the following gradation limits: Sieve Size Percent Passing (by weight) 6" square100 4" square 90-100 2" square 75 - 100 U.S. No. 4 50 - 80 U.S. No. 40 50 max. U.S. No 200 25 max. ' For geosynthetic reinforced walls or slopes, 100percent passing 1 1/a- inch square sieve and 90 to 100 percent passing the 1-inch square sieve. Common Borrow shall contain sufficient fines for compaction and to bind the compacted soil mass together to form a stable surface when heavy construction equipment is operated on its surface. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-85 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01 B SECTION 9-21 RAISED PAVEMENT MARKERS (RPM) 9-21.20) Physical Properties (March 13, 2012 CFW GSP) Section 9-21.2(1) is supplemented with the following: Type 2 raised pavement markers shall NOT be ceramic. SECTION 9-34 PAVEMENT MARKING MATERIAL 9-34.3 Plastic 9-34.3 4 Type ❑ — Liquid Cold Applied Methyl Methacrylate (March 13, 2012 CFW GSP) Section 9-34.3(4) is supplemented with the following: The methyl methacrylate (MMA) material shall be formulated as a long -life durable pavement marking system capable of providing a minimum of two years of continuous performance. The material shall be a catalyzed methyl methacrylate (MMA), wet -continuous reflective product and placed shall have a dry time (cure) to the touch of no more than 30 minutes. The material shall be capable of retaining reflective glass beads and ceramic micro -crystalline elements of the drop -on or spray -on type as specified by the manufacturer. The binder shall be lead free and suitable for bituminous and concrete pavements. 9-34.4 Glass Beads for Pavement Marking Materials (March 13, 2012 CFW GSP) Section 9-34.4 is supplemented with the following: Methyl Methacrylate Pavement Markings Optics Glass Beads Surface -drop glass beads shall be the "Utah Blend" with a Methacrylate compatible coupling agent approved by the material manufacturer. Glass beads shall be applied at a rate of eight (8) to ten (10) pounds per one hundred square feet. Bonded Core Elements Surface -drop ceramic elements shall be the Series 50M or 70M with a Methacrylate compatible coupling agent approved by the material manufacturer. Elements shall meet or exceed a minimum initial value of 150 mcd for white and 125 mcd for yellow per ASTM 2176. The bonded core reflective elements shall contain either clear or yellow tinted microcrystalline ceramic beads bonded to the opacified core. These elements shall not be manufactured using lead, chromate or arsenic. All "dry -performing" microcrystalline ceramic beads bonded to the core shall have a minimum index of refraction of 1.8 when tested using the liquid oil immersion method. All "wet performing" microcrystalline ceramic beads bonded to the core shall have a minimum index of refraction of 2.30 when tested using the liquid oil immersion method. There are two gradations for the bonded core elements, standard size and "S" series. "S" series is a slightly finer gradation of elements compared to standard. CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-86 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01 B Element Gradations Mass Percent Passing (ASTM D1214 US Mesh Micron Standard Elements "S" Series 12 1700 80-100 85-100 14 1410 45-80 70-96 16 1180 5-40 50-90 18 1000 0-20 5-60 20 850 0-7 0-25 30 600 0-7 A sample of bonded core reflective elements supplied by the manufacturer shall show resistance to corrosion of their surface after exposure to a 1 % solution (by weight) of sulfuric acid. The 1 % acid solution shall be made by adding 5.7 cc of concentrated acid into 1000cc of distilled water. CAUTION: Always add the concentrated acid into the water, not the reverse. The bonded core elements are surface treated to optimize embedment and adhesion to the MMA binder. Elements treated for use with MMA shall have identification on packaging or label to indicate use with the MMA binder. Bonded core elements shall be applied at a rate of ten (10) grams per four (4) inch wide by one (1) linear foot of marking. Reflectance Typical initial retro reflectance values are shown in the Table below. Typical retro reflectivity is averaged over many readings. Minimum Retro reflectivity results represent average performance for smooth pavement surfaces. Values represent both standard and "S" Series elements. Results may vary due to differences in pavement type and surface roughness. Increased element drop rate may be necessary to compensate for increased surface area characteristic of rough pavement surfaces. The initial retro reflectance of a single installation shall be the average value determined by the measurement procedures outlined in ASTM E 1710, using a 30-meter (98.4 feet) retro- reflectometer. RL shall be expressed in units of millicandelas per square foot per foot- candle [mcd(ft-2)(fc-1)]. The optics incorporated into the pavement marking system shall be tested and certified by an independent laboratory to meet ASTM E2177 for wet -recovery and ASTM E2176 for wet -continuous performance levels. The pavement marking system installed shall meet a minimum Dry reflectance value of 700 MCD/M2/LX for white pavement markings and 500 MCD/M2/LX for yellow pavement markings and wet -recovery (as described by ASTM 2177) reflectance value of 375 MCD/M2/LX for white pavement markings and 280 MCD/M2/LX for yellow pavement markings, and wet -continuous (as described by ASTM 2176 testing) reflectance values of 150 MCD/M2/LX for white pavement markings and 125 MCD/M2/LX for yellow pavement markings as measured with a 30 meter device approved by the Traffic Engineering Division (TED). The Contractor will be required to take and record readings every 500 feet utilizing a 30 meter device approved by the Traffic Engineering Division. These readings shall be CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-87 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 recorded on the daily report and submitted to the project engineer at the end of each work day or shift. Minimum Initial Retro Reflectance Values White Yellow Dr ASTM E1710 700 500 _Wet recover ASTM E2177) 375 280 Wet continuous ASTM E2176 150 125 Standard Plans (January 13, 2021 WSDOT) The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01, effective September 30, 2020 is made a part of this contract. The Standard Plans are revised as follows A-50.10 DELETED A-50.20 DELETED A-50.30 DELETED A-50.40 DELETED C-1 DELETED C-8b DELETED C-8e DELETED C-8f DELETED C-16a DELETED C-20.11 DELETED C-20.19 DELETED CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-88 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 C-40.16 DELETED C-40.18 DELETED C-80.50 DELETED C-85.14 DELETED D-2.14 DELETED D-2.16 DELETED D-2.18 DELETED D-2.20 DELETED D-2.42 DELETED D-2.44 DELETED D-2.46 DELETED D-2.48 DELETED D-2.82 DELETED D-2.86 DELETED H-70.30 DELETED L-40.10 DELETED 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 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-89 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 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-30.35-00....... 10/12/07 A-60.10-03........ 12/23/14 A-10.20-00...... 10/5/07 A-40.00-00......... 8/11 /09 A-60.20-03... ......12/23/14 A-10.30-00...... 10/5/07 A-40.10-04......... 7/31 /19 A-60.30-01..... ..... 6/28/18 A-20.10-00...... 8/31 /07 A-40.15-00......... 8/11 /09 A-60.40-00.......... 8/31 /07 A-30.10-00...... 11 /8/07 A-40.20-04......... 1 /18/17 A-30.30-01...... 6/16/11 A-40.50-02......... 12/23/14 B-5.20-03........ 9/9/20 B-30.50-03......... 2/27/18 B-75.20-02.......... 2/27/18 B-5.40-02......... 1 /26/17 B-30.60-00....... 9/9/20 B-75.50-01...... ....6/10/08 B-5:60-02......... 1 /26/17 B-30-70-04.... ..2/27/18 B-75.60-00....... ..... 6/8/06 B-10.20-02........ 3/2/18 B-30.80-01... ......2/27/18 B-80.20-00...... ...6/8/06 B-10.40-01........ 1 /26/17 B-30.90-02... .....1 /26/17 B-80.40-00......... 6/1 /06 B-10.70-01......9/9/20 B-35.20-00.......... 6/8/06 B-85.10-01......... 6/10/08 B-15.20-01..... ... 2/7/12 B-35.40-00.......... 6/8/06 B-85.20-00.......... 6/1/06 B-15.40-01........ 2/7/12 B-40.20-00.......... 6/1 /06 B-85.30-00.......... 6/1 /06 B-15.60-02........ 1 /26/17 B-40.40-02........ 1 /26/17 B-85.40-00.......... 6/8/06 B-20.20-02....... 3/16/12 B-45.20-01.......... 7/11 /17 B-85.50-01......... 6/10/08 B-20.40-04....... 2/27/18 B-45.40-01.......... 7/21 /17 B-90.10-00.......... 6/8/06 B-20.60-03....... 3/15/12 B-50.20-00.......... 6/1 /06 B-90.20-00...... ....6/8/06 B-25.20-02.... .... 2/27/18 B-55.20-02.......... 2/27/18 B-90.30-00.......... 6/8/06 B-25.60-02......... 2/27/18 B-60.20-02..... ..... 9/9/20 B-90.40-01.... ...... 1 /26/17 B-30.05-00...... 9/9/20 B-60.40-01.......... 2/27/18 B-90.50-00...... ....6/8/06 B-30.10-03......... 2/27/18 B-65.20-01.......... 4/26/12 B-95.20-01.......... 2/3/09 B-30.15-00........ 2/27/18 B-65.40-00.......... 6/1 /06 B-95.40-01.......... 6/28/18 B-30.20-04.... ..... 2/27/18 B-70.20-00.......... 6/1 /06 B-30.30-03......... 2/27/18 B-70.60-01.......... 1 /26/17 B-30.40-03.......... 2/27/18 C-1....................9/9/20 C-20.42-05.......... 7/14/15 C-70.10-02........ 9/16/20 C-1 b...................9/9/20 C-20.45.02............ 8/12/19 C-75.10-02........ 9/16/20 C-1 d................ 10/31 /03 C-22.16-07........ 9/16/20 C-75.20-02........ 9/16/20 C-2c..................8/12/19 C-22.40-08........ 9/16/20 C-75.30-02........ 9/16/20 C-4f...................8/12/19 C-22.45-05........ 9/16/20 C-80.10-02........ 9/16/20 C-6a................10/14/09 C-23.60-04........ 7/21 /17 C-80.20-01........ 6/11 /14 C-7.....................6/16/11 C.24.10-02......... 8/12/19 C-80.30-01........ 6/11 /14 C-7a...................6/16/11 C-25.20-06........ 7/14/15 C-80.40-01........ 6/11/14 C-8.....................2/10/09 C-25.22-05........ 7/14/15 C-85.10-00........ 4/8/12 C-8a...................7/25/97 C-25.26-04........ 8/12/19 C-85.1 1 -01 ........ 9/16/20 C-20.10-06......... 9/16/20 C-25.30-00..... ..6/28/18 C-85.15-01........ 6/30/14 C-20.14-04.......... 8/12/19 C-25.80-05........ 8/12/19 C-85.16-01........ 6/17/14 C-20.15-02.......... 6/11 /14 C-60.10-01... ....9/24/20 C-85-18-01........ 6/11 /14 C-20.18-03.......... 8/12/19 C-60.20-00...... 9/24/20 C-85.20-01........ 6/11 /14 C-20.40-07.......... 8/12/19 C-60.30-00....... 9/24/20 C-20.41-02.......... 8/12/19 C-60.70-00....... 9/24/20 D-2.04-00........ 11 /10/05 D-2.06-01........ 1 /6/09 D-2.08-00........11 /10/05 D-2.80-00.... ....11 /10/05 D-2.84-00........ 11 /10/05 D-2.88-00........ 11 /10/05 D-6................... 6/ 19/98 D-10.10-01......12/2/08 D-10.15-01...... 12/2/08 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-90 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 D-2.32-00........ 11 /10/05 D-2.34-01 ........ 1 /6/09 D-2.36-03 ........ 6/11 /14 D-2.60-00 ........ 11 /10/05 D-2.62-00 .... .... 11 /10/05 D-2.64-01 .... .... 1 /6/09 D-2.66-00 ........ 11 /10/05 D-2.68-00 ........ 11 /10/05 E-1.................... 2/21 /07 E-2.................... 5/29/98 D-2.92-00.... .... 11 /10/05 D-3.09-00........ 5/17/ 12 D-3.10-01...... 5/29/13 D-3.11-03...... 6/11 /14 D-3.15-02...... 6/10/13 D-3.16-02...... 5/29/ 13 D-3.17-02...... 5/9/16 D-4................. 12/11 /98 E-4....................8/27/03 E-4a..................8/27/03 D-10.20-01......... 8/7/ 19 D-10.25-01......... 8/7/19 D-10.30-00... ...... 7/8/08 D-10.35-00......... 7/8/08 D-1 0.40-01 ...... 12/2/08 D-10.45-01------ 12/2/08 F-10.12-04.... -.9/24/20 F-10.62-02........ 4/22/14 F-40.15-04 ........ 9/25/20 F-10.16-00.......12/20/06 F-10.64-03........ 4/22/14 F-40.16-03... ..... 6/29/16 F-10.18-02......... 9/24/20 F-30.10-04........ 9/25/20 F-45.10-02... ..... 7/15/16 F-10.40-04........... 9/24/20 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-20.10-02........ 6/23/15 G-22.10-04.......... 6/28/18 G-24.10-00...... 11 /8/07 G-24.20-01 ...... 2/7/12 G-24.30-02...... 6/28/18 G-24.40-07..... 6/28/18 G-24.50-05..... 8/7/19 G-24.60-05..... 6/28/18 H-10.10-00.......... 7/3/08 H-10.15-00.......... 7/3/08 H-30.10-00---- ..10/12/07 1-10.10-01......... 8/11 /09 1-30.10-02.........3/22/13 1-30.15-02......... 3/22/13 1-30.16-01......... 7/11 /19 1-30.17-01......... 6/12/19 J-10..................7/18/97 J-10.10-04 ......9/16/20 J-10.12-00 ....... 9/16/20 J-10.14-00 ......... 9/16/20 J-10.15-01 ........ 6/11 /14 J-10.16-01 ....... 9/16/20 J-10.17-01...... 9/16/20 J-10.18-01...... 9/16/20 J-10.20-03 ....... 9/16/20 J-10.21-01 ....... 9/16/20 J-10.22-01 ........ 9/16/20 J-10.25-00 ....... 7/11 /17 J-12.15-00 ....... 6/28/18 CITY OF FEDERAL WAY G-25.10-05....... 9/16/20 G-26.10-00...... 7/31 /19 G-30.10-04.......6/23/ 15 G-50.10-03....... 6/28/18 G-90.10-03...... 7/11 /17 G-90.11-00...... 4/28/16 G-90.20-05...... 7/11 /17 G-90.30-04...... 7/11 /17 G-90.40-02...... 4/28/16 H-32.10-00....... 9/20/07 H-60.10-01......... 7/3/08 H-60.20-01......... 7/3/08 1-30.20-00......... 9/20/07 1-30.30-02.........6/12/19 1-30.40-02....... 6/12/19 1-30.60-02.... .....6/12/19 1-40.10-00......... 9/20/07 J-28.40-02...... 6/11 /14 J-28.42-01 ....... 6/11/14 J-28.43-01 ....... 6/28/18 J-28.45-03 ....... 7/21 /16 J-28.50-03 ....... 7/21 /16 J-28.60-02 ....... 7/21 /16 J-28.70-03 ....... 7/21 /17 J-29.10-01 ....... 7/21 /16 J-29.15-01 ....... 7/21 /16 J-29.16-02 ....... 7/21 /16 J-30.10-00 ...... 6/18/15 J-40.05-00 ...... 7/21 /16 J-40.10-04 ...... 4/28/ 16 G-95.10-02........ 6/28/18 G-95.20-03........ 6/28/18 G-95.30-03........ 6/28/18 H-70.1 0-01 ...... 2/7/12 H-70.20-01...... 2/16/12 1-40.20-00 ......... 9/20/07 1-50.20-01 .......... 6/10/13 1-60.10-01 .......... 6/ 10/13 1-60.20-01 .......... 6/10/13 1-80.10-02 .......... 7/15/16 J-60.13-00....... 6/ 16/ 10 J-60.14-01...... 7/31 /19 J-75.10-02...... 7/10/15 J-75.20-01...... 7/10/15 J-75.30-02....... 7/ 10/ 15 J-75.40-02... ...6/1 /16 J-75.41-01...... 6/29/16 J-75.45-02...... 6/1 /16 J-80.10-00...... 6/28/18 J-80.15-00...... 6/28/18 J-81.10-01...... 9/16/20 J-86.10-00...... 6/28/18 J-90.10-03....... 6/28/ 18 2021 PAVEMENT REPAIR PROJECT SP-91 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.01 B J-12.16-00 ...... 6/28/ 18 J-15.10-01 ........ 6/11 /14 J-15.15-02 ...... 7/ 10/ 15 J-20.10-04 ........ 7/31 /19 J-20.11-03 ........ 7/31 /19 J-20.15-03 ........ 6/30/14 J-20.16-02 ........ 6/30/14 J-20.20-02 ........ 5/20/13 J-20.26-01 ........ 7/12/12 J-21.10-04 ...... 6/30/14 J-21.15-01 ...... 6/ 10/ 13 J-21.16-01...... 6/ 10/ 13 J - 21.17-01...... 6/ 10/ 13 J-21.20-01 ...... 6/10/13 J-22.15-02 ...... 7/10/15 J-22.16-03 ...... 7/10/15 J-26.10-03......7/21 /16 J-26.15-01......5/17/12 J-26.20-01......6/28/18 J-27.10-01.....7/21 /16 J-27.15-00 ..... 3/ 15/ 12 J-28.10-02 ...... 8/7/19 J-28.22-00 ....... 8/07/07 J-28.24-02 ....... 9/16/20 J-28.26-01 ...... 12/02/08 J-28.30-03 ...... 6/11 /14 K-70.20-01....... 6/1 /16 K-80.10-02....... 9/25/20 K-80.20-00..... 12/20/06 K-80.35-01 . ...... 9/16/20 K-80.37-01....... 9/16/20 L-10.10-02........6/21 /12 L-20.10-03 ........ 7/ 14/ 15 L-30.10-02........ 6/11 /14 M-1.20-04......... 9/25/20 M-1.40-03......... 9/25/20 M-1.60-03......... 9/25/20 M-1.80-03...... ...6/3/ 11 M-2.20-03......... 7/10/15 M-2.21-00...... 7/10/15 M-3.10-04......... 9/25/20 M-3.20-03......... 9/25/20 M-3.30-04......... 9/25/20 M-3.40-04......... 9/25/20 M-3.50-03......... 9/25/20 M-5.10-03......... 9/25/20 M-7.50-01......... 1 /30/07 M-9.50-02.... .....6/24/14 J-40.20-03...... 4/28/16 J-40.30-04 ...... 4/28/16 J-40.35-01 ...... 5/29/13 J-40.36-02 ...... 7/21 /17 J-40.37-02 ...... 7/21 /17 J-40.38-01 ....... 5/20/13 J-40.39-00 ...... 5/20/13 J-40.40-02 ...... 7/31 /19 J-45.36-00 ...... 7/21 /17 J-50.05-00 ...... 7/21 /17 J-50.10-01 ....... 7/31 /19 J-50.11-02 ....... 7/31 /19 J-50.12-02 ....... 8/7/19 J-50.13-00 .......8/22/19 J-50.15-01 ....... 7/21 /17 J-50.16-01 ....... 3/22/13 J-50.18-00 .......8/7/19 J-50.19-00 ....... 8/7/19 J-50.20-00 ....... 6/3/11 J-50.25-00 ....... 6/3/ 11 J-50.30-00 ....... 6/3/ 11 J-60.05-01 ....... 7/21 /16 J-60.11-00 ....... 5/20/13 J-60.12-00 ....... 5/20/13 L-40.15-01........ 6/ 16/ 11 L-40.20-02........ 6/21 /12 M-11.10-03........ 8/7/19 M-12.10-02...... 9/25/20 M-15.10-01 ........ 2/6/07 M-17.10-02........ 7/3/08 M-20.10-03 ........ 9/25/20 M-20.20-02 ........ 4/20/15 M-20.30-04 ........ 2/29/16 M-20.40-03........ 6/24/14 M-20.50-02 ........ 6/3/11 M-24.20-02 ....... 4/20/15 M-24.40-02 ....... 4/20/15 M-24.60-04 ....... 6/24/14 M-24.65-00 ...... 7/11 /17 M-24.66-00 ...... 7/11 /17 J-90.20-03....... 6/28/ 18 J-90.21-02...... 6/28/18 J-90.50-00...... 6/28/18 L-70.10-01 L-70.20-01 M-40.20-00. M-40.30-01. M-40.40-00. M-40.50-00. M-40.60-00. M-60.10-01. M-60.20-02. M-65.10-02. M-80.10-01. M-80.20-00. M-80.30-00. 5/21 /08 5/21 /08 10/12/07 ... 7/11 /17 ...9/20/07 ...9/20/07 ...9/20/07 ...6/3/11 ...6/27/11 ... 5/11 /11 ...6/3/11 ...6/10/08 ...6/10/08 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-92 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 M-9.60-00........ 2/10/09 M-40.10-03...... 6/24/14 END DIVISION 9 CITY OF FEDERAL WAY 2021 PAVEMENT REPAIR PROJECT SP-93 PROJECT #11212 CFW SPECIAL PROVISIONS VER. 2021.018 APPENDIX B STANDARD PLANS AND DETAILS NOTES: 1 SIGN TO BE CONSTRUCTED OF 3/4" MARINE GRADE PLYWOOD 2 SIGN TO BE SEALED ON ALL SIDES WITH MARINE GRADE ENAMEL (WHITE) 3 PROVIDE 4"x 4" POSTS, PRESSURE TREATED. SITE CONDITIONS MAY REQUIRE DIFFERENT POST LENGTHS TO KEEP SIGN A PROPER DISTANCE ABOVE PREVAILING GRADE TO PERMIT PUBLIC VIEWING BORDER (FEDERAL DERAL WAY DARN BLUE) a THEvIfl TY WHITE TEXT ON SOLID FEDERAL WAY LIGHT BLUE 5 1• 1 25 4 - ±— Y CITY OF .75LOGE Federal Vila,"BIACK IC WORKS DEPARTMENT 835 — _FEUZRAL WAV .. .. F \. \ 2021 PAVEMENT R� P AIR PROJECT' - - YOU R CITY AT WORK FOR YOU 5" FUNDED BY: MVFT $150,000.00 PROJECT PARTNERS: _ EST.COMPLETION DATE: OCTOBER 31, 2021 1, OWNER: CITY OF FEDERAL WAY www. lyoffederalwoy.Cam CONTRACTOR: XYZ CONTRACTORS } , L I o -u' BLALK su +: A , _4 SKIP CENTER LINE (SCL) I O_'_ _ 15' 15' TYPE 2YY RPM--\-4" YELLOW LINE (TYP) SEE NOTE 6 DOUBLE YELLOW CENTER LINE (DYCL) 4" 4" YELLOW LINE a f� SEE NOTE 6 0 TYPE 2YY RPM (TYP)-/ WHITE EDGE LINE (WEL) --4" WHITE LINE YELLOW EDGE LINE (YEL) 40' j YELLOW LINE �-,--4" SEE NOTE 6 TYPE 2Y RPM (TYP) SEE NOTE 7 DIRECTION OF TRAFFIC DOTTED EXTENSION LINE (WDEL, YDEL) '1 2 ' Lf�1 \_4" LINE, YELLOW OR WHITE PER PLANS. SEE NOTE 6 GENERAL NOTES: 1. LONGITUDINAL STRIPING ON ARTERIALS SHALL BE PLASTIC TYPE D METHYLMETHACRYLATE (MMA). TRANSVERSE MARKINGS SHALL BE PLASTIC TYPE A. ALL OTHER STRIPING SHALL BE PAINT. 2. ALL STRIPING WITHIN INTERSECTIONS SHALL BE PLASTIC TYPE A OR D. 3. ALL RPM'S SHALL BE LOCATED TO PROVIDE 4 INCHES BETWEEN STRIPING AND RPM'S. 4. TYPE 2 RPM'S SHALL BE USED ON ALL ARTERIALS AND COLLECTORS, IF STRIPED 5. WHERE TYPE C CURB IS USED IN PLACE OF STRIPING, USE RPM PATTERN APPLICABLE TO THE STRIPING BEING REPLACED. SPECIFIC NOTES: 6. IF MMA IS USED, MMA SHALL BE PROFILED. 7. WHERE RAISED MEDIAN OR TYPE C CURBING IS USED, USE TYPE 2YR RPM'S, WITH RED FACING OPPOSITE THE DIRECTION OF TRAFFIC. 8. WHERE RAISED MEDIAN OR TYPE C CURBING IS USED, USE TYPE 2WR RPM'S, WITH RED FACING OPPOSITE THE DIRECTION OF TRAFFIC. LEGEND: <11 MONO —DIRECTIONAL RPM TYPE 2 BI—DIRECTIONAL RPM TYPE 2 2014 �amw PUBLIC DWG. NO. MOMWCW WORKS RAISED PAVEMENT MARKERS 1 3-17 WIDE LINE (WL) NO PASS LINE (NPL) r 20' 'j 8" WHITE LINE 10' 1 1 ' /_SEE NOTE 6 0 4 J � TYPE 2W RPM TYPE 2YY RP in 4" YELLOW LINE � SEE NOTE 6 SEE NOTE 8 (3-17) DIRECTION OF THRU TRAFFIC TYPE 2Y RPM DIRECTION PASSING IS PROHIBITED DOTTED WIDE LINE (DWL) 24 L---6 �' 2' 1 �8" WHITE LINE TYPE 2W RPM SEE NOTE 2 SEE NOTE 8 DIRECTION OF TRAFFIC REVERSIBLE LANE LINE 4" YELLOW LINE 10' 15' _i 15' I `SEE NOTE 6 0 Imo„ TYPE 2YY RPM5 —/<,> �� LANE LINE (LL) TWO—WAY LEFT TURN LINE (TWLTL) 10' 1 15' 1 TYPE 2W RPM \_4" WHITE LINE (TYP) 15' 15' j_5'-�-5'�� SEE NOTE 8 SEE NOTE 6 <> TYPE 2YY RPMS 4" YELLOW LINE SEE NOTE 6 DIRECTION OF TRAFFIC DIRECTION OF THRU TRAFFIC DROP LANE LINE (DLL) DIRECTION OF TRAFFIC —1 BARRIER LINE (BL) ,--20'�, 20" YELLOW LINE �F7 'A Il,= AM� TYPE 2W RPM'S �8" WHITE LINE SEE NOTE 8 SEE NOTE 6 0 SEE NOTE 6 TYPE 2YY RPMS 0 REV Nov zal+ PUBLIC DWG. NO. WORKS RAISED PAVEMENT MARKERS 3-18 Lane width Pavement markings may be measurement point curved here as shown to allow for continuous painting Double yellow by the striping machine. center stripe When RPM's required 4 by contract, use Type 2YY, see Note 5 a Deceleration taper p o Type 2YY RPMs 10, O.C. ® ® /� '1 ® ® m Double yellow center stripe E 4DETAIL B ® 40' RPM ®_ 20 IRRNA sin spacing Cei. iap � - For 30' ® ® See Detail C M C Left turn Two way left turn termination radius at tee intersection or where W = Approaching through lane left turns are not permitted ® ® Double yellow ® W = Departing Lane and two way left turn is not center stripe T = Width of left turn lane continued beyond intersection. 40' RPM spacing t a on approach side of 0 T= Width of left turn lane END TWO-WAY LEFT TURN LANE on departure side of DETAIL A W = Total width of channelization (W +W +T +T) Rev. NOV 20141 PUBLIC DWG. NO. SMO WEY WORKS RAISED PAVEMENT MARKERS 3-19 Centerline Crosswalk Stripe Crosswalk (TYP•) Lane Line Centerline Roadway 0 Centerline Curb Romp 4 5' - 7' g'I I ice„ (Typ.) f-18" STOP LINE CROSSWALK STRIPE DETAIL TRAFFIC ARROWS TYPE 1 S, 2SL, 2SR, 3SL, 3SR, 4S, AND 5S — SEE WSDOT STANDARD PLAN M-24.40 "SHARKS TOOTH" YIELD LINE SYMBOL — SEE WSDOT STANDARD PLAN M-24.60 HANDICAPPED PARKING STALL SYMBOL — SEE WSDOT STANDARD PLAN M-24.60 BIKE LANE SYMBOL — SEE WSDOT STANDARD PLAN M-9.50 PREFERENTIAL LANE SYMBOL — SEE WSDOT STANDARD PLAN M-7.50 Rev. NOV 2.1A Cc�"="' PUBLIC DWG. NO. , �I(BMI] My WORKS MISCELLANEOUS PAVEMENT MARKINGS 3-21 0 U � m_ 0 GRID IS 4" (IN) SQUARE MARKING AREA = 141 SO FT ACCESS PARKING SPACE SYMBOL (MINIMUM) 4" _ 3'-Ir GRID IS 4" (IN) SQUARE MARKING AREA = 3 OB SO FT ACCESS PARKING SPACE SYMBOL (STANDARD) TOTAL MARKING AREA = 28 44 SO FT WHITE =B76 SO FT BLUE =IB BB SO FT ACCESS PARKING SPACE SYMBOL (STANDARD) WITH BLUE BACKGROUND AND WHITE BORDER (REQUIRED FOR CEMENT CONCRETE SURFACES) SYMBOL & LANE �o b z� o i MARKING AREA = 12.08 SO -FT. SPEED BUMP SYMBOL TOTAL MARKING AREA = 13 44 SO FT WHITE =462 SO FT BLUE =B62 SO FT ACCESS PARKING SPACE SYMBOL (MINIMUM) WITH BLUE BACKGROUND AND WHITE BORDER (REQUIRED FOR CEMENT CONCRETE SURFACES) SYMBOL MARKING A B C D USE MARMNG AREA YIELD AHEAD SYMBOL TYPE 2 Z-6-113'-(rl WA LESS THAN 45 MPH 25 BO SQ.FT 6' - 0' 3' - D' 2D' - 0' NIA 45 MPH OR GREATER 36 54 SO FT YIELD LINE SYMBOL TYPE 1 TYPE 2 TYPE 2I 1' - n' 6" 1' - 6" 6" LESS THAN 45 MPH 0.75 SOFT, 2' - 0' 1' - 01 V - 0° P- D' 45 MPH OR GREATER 3.00 SO.FT. 2' " 0' 1' • 0' 1 S - a' V - Tj ROUNDABOUT ENTRY * 300 SOFT r �I YIELD AHEAD SYMBOL * MINIMUM OF 4 IN LANE YIELD LINE SYMBOL (MULTIPLE SYMBOLS REQUIRED FOR TRANSVERSE YIELD LINE - SEE CONTRACT) WaI,I,Aki�m I: i.:l e ._ 1un24 21114 -. 37 I'M SYMBOL MARKINGS MISCELLANEOUS STANDARD PLAN M-24.60"04 SHEET 2 OF 2 SHEETS APPROVED FOR PUBUCATION ��.� tun:+allay+a PA1 m re oFsv� alurml wmM�. sw. w�lo.mwrm�ywrx� APPENDIX C WASHINGTON STATE PREVAILING WAGES AND BENEFIT CODE .KEY Page 1 of 21 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: 4/27/2021 County Trade Job Classification Wage Holiday Overtime Note *Risk 4C lass King Asbestos Abatement Workers Journey Level $52.39 5D 1H View King Boilermakers Journey Level $70.79 5N 1C View King Brick Mason Journey Level $60.57 7E 1 N View King Brick Mason Pointer -Caulker -Cleaner $60.57 7E 1N View King Building Service Employees Janitor $26.28 5S 2F View King Building Service Emptoyees Traveling Waxer/Shampooer $26.63 5S 2F View King Building Service Employees Window Cleaner (Non- Scaffold) $29.98 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $30.981 5S 2F View King Cabinet Makers lin Shop) Journey Level $22.74 1 View King Carpenters Acoustical Worker $64.94 7A 4C View King CarEente_rs Icarpenter $64.94 7A 4C View King Carpenters Carpenters on Stationary Tools $65.07 7A 4C View King Carpenters Creosoted Material $65.07 7A 4C View King Carpenters Floor Finisher $64.94 7A 4C View King Cater enters Floor Layer $64.94 7A 4C View King Carpenters Scaffold Erector $64.94 7A 4C View King Cement Masons Application of all Composition Mastic $64.84 7A 41J View King Cement Masons .Application of all Epoxy Material Application of all Plastic Material $64.34 7A 4U � View King Cement Masons $64.84 7A 41J View King Cement Masons Application of Sealing $64.34 Compound 1 7A 41J f View King Cement Masons Application of _UnderLayrhent $64.84 7A 41J View King Cement Masons Building General $64.34i 7A 41J View https://secure.lni.wa.gov/wagelookup/ 4/27/2021 Page 2 of 21 King Cement Masons Composition or Kalman Floors $64.84 7A 41J View King Cement Masons Concrete Paving $64.34 7A 41J View King Cement Masons Curb Et Gutter Machine $64.84 7A 41J View King Cement Masons Curb Et Gutter, Sidewalks $64.34 7A 41J View King. Cement Masons Curing Concrete $64.34 7A 41J View King Cement Masons Finish Colored Concrete $64.84 7A 4U View King Cement Masons Floor Grinding $64.84 7A 41J View King Cement Masons Floor Grinding/Polisher $64.34 7A 41J View King Cement Masons Green Concrete Saw, self- powered $64.84 7A 41J View King Cement Masons Grouting of all Plates $64.34 7A 41J View King Cement Masons Grouting of all Tilt -up Panels $64.34 7A 41J View King Cement Masons nite Nozzleman $64.84 7A 4UView King (Cement Masons tndPowered Grinder $64.84 7A 41J View King Cement Masons Journey Level $64.34 7A 41J View King Cement Masons Patching Concrete $64.34 7A 41J View King Cement Masons Pneumatic Power Tools $64.841 7A 4U View King Cement Masons Power Chipping Et Brushing $64.84 7A 41J View King Cement Masons Sand Blasting Architectural Finish $64.84 7A 4U View King Cement Masons Screed Et Rodding Machine $64.84 7A 41J View King Cement Masons Spackling or Skim Coat Concrete $64.34 7A 41J View King Cement Masons Troweling Machine Operator $64.84 7A 4U View King Cement Masons Troweling Machine Operator on Colored Slabs $64.84 7A 41J View King Cement Masons 'Tunnel Workers $64.84 7A 41J View King Divers Et Tenders Bell/Vehicle or Submersible Operator (Not Under Pressure) $118.80 7A 4C View King Divers Et Tenders Dive Supervisor/Master $81.98 7A 4C View King Divers Et Tenders Diver $118.80 7A 4C 8V View King Divers Et Tenders Diver On Standby $76.98 7A 4( View King Divers Et Tenders Diver Tender $69.91 7A 4C View King Divers Et Tenders Manifold Operator $69.91 7A 4C View King Divers Et Tenders Manifold Operator Mixed Gas $74.91 7A 4C View King Divers Et Tenders Remote Operated Vehicle Operator/Technician $69.91 7A 4C View King Divers Et Tenders Remote Operated Vehicle 'Tender $65.19 7A 4C View King Dredge Workers Assistant Engineer $70.62 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $70.07 5D 3F View King Dredge Workers Boatmen $70.621 5D I 3F I View https://secure.Ini.wa.gov/wagelookup/ 4/27/2021 Page 3 of 21 King Dredge Workers Engineer Welder $71.97 5D 3F View King Dredge Workers Leverman, Hydraulic $73.41 5D 3F View King Dredge Workers Mates $70.62 5D 3F View King Dredge Workers Oiler $70.07 5D 3F View King Drywall Applicator Journey Level $64.94 5D 1 H View King Drywall Tapers Journey Level $65.31 5P 1 E View King Electrical Fixture Maintenance Workers Journey Level $31.99 5L 1 E View King Electricians - Inside Cable Splicer $92.57 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $99.46 7C 4E View King Electricians - Inside Certified Welder $89.44 7C 4E View King Electricians - Inside Certified Welder (tunnel) $96.02 7C 4E View King Electricians - Inside Construction Stock Person $44.78 7C 4E View King Electricians - Inside Journey Level $86.30 7C 4E View King Electricians - Inside Journey Level (tunnel) $92.57 7C 4E View King Electricians - Motor Shop Journey Level $47.53 5A 113 View King Electricians - Powerline Cable Splicer $82.39 5A 4D View Construction King Electricians - Powerline Certified Line Welder $75.64 5A 4D View Construction King Electricians - Powerline Construction Groundperson $49.17 5A 4D View King Electricians - Powerline Construction Heavy Line Equipment $75.64 Operator 5A 4D View King Electricians - Powerline Journey Level Lineperson $75.64 5A 4D View Construction King Electricians - Powerline Construction Line Equipment Operator $64.54 5A 4D View King Electricians - Powerline Meter Installer $49.17 5A 4D 8W View Construction King Electricians - Powerline Pole Sprayer $75.64 5A 4D View Construction King Electricians - Powerline Powderperson $56.49 5A 4D View Construction King Electronic Technicians Journey Level $53.57 7E 1 E View King Elevator Constructors Mechanic $100.51 7D 4A View Icing Elevator Constructors Mechanic In Charge $108.53 7D 4A I View King Fabricated Precast Concrete Products All Classifications - In- Factory Work Only $18.25 5B 1R View King Fence Erectors Fence Erector $44.40 7A 4V 8Y View King Fence Erectors Fence Laborer $44.40 7A 4V 8Y View King Fla ers Journey Level $44.40 7A 4V 8Y View King Glaziers Journey Level $69.26 7L 1Y View King Heat Et Frost Insulators And Journeyman $79.43 Journey Level $89.61 5.1 4H View Asbestos Workers King Heating E ui meet Mechanics 7F 1 E View King Journey Level $54.01 7A 4V I 8Y View https://secure.Ini.wa.gov/wagelookup/ 4/27/2021 Page 4 of 21 Hod Carriers li Mason Tenders King Industrial Power Vacuum Journey Level $13.69 1 View Cleaner King Inland Boatmen Boat Operator $61.41 5B 1K View King Inland Boatmen Cook $56.48 5B. 1K View King Inland Boatmen Deckhand $57.48 5B 1K View King Inland Boatmen Deckhand Engineer $58.81 5B 1K View King Inland Boatmen Launch Operator $58.89 5B 1K View King Inland Boatmen Mate $57.31 5B 1K View King Inspection/Cleaning/Sealing Cleaner Operator, Foamer Operator $31.49 1 View Of Sewer it Water S stems BV Remote Control King Inspection/Cleaning/Sealing Grout Truck Operator $13.69 1 View Of Sewer Et Water Systems By Remote Control King Inspection/Cleani_ng/Sealing Head Operator $24.91 $19.33 1 View Of Sewer Ft Water Systems By Remote Control King Ins ectionlCleanin /Sealincl.Technician 1 View Of Sewer Et Water Systems By Remote Control King Inspection/ Cleanin/Sealin 'Tv Truck Operator $20.45 1 View Of Sewer Ft Water Systems BV Remote Control King Insulation Applicators IJourney Level $64.94 7A 4C View King Ironworkers Journeyman $76.78 7N 10 View King Laborers Air, Gas Or Electric Vibrating Screed $52.39 7A 4V 8Y View King Laborers Airtrac Drill Operator $54.01 7A 4V 8Y View King Laborers Ballast Regular Machine $52.39 7A 4V 8Y View King Laborers Batch Weighman $44.40 7A 4V 8Y View King Laborers Brick Pavers $52.39 7A 4V 8Y View King Laborers Brush Cutter $52.39 7A 4V 8Y View King Laborers Brush Hog Feeder $52.39 7A 4V 8Y View !ling Laborers Burner $52.39 7A 4V 8Y View King Laborers Caisson Worker $54.01 7A 4V 8Y View King Laborers Carpenter Tender $52.39 7A 4V 8Y View King Laborers Cement Dumper -paving $53.35 7A 4V 8Y View King Laborers Cement Finisher Tender $52.39 7A 4V 8Y View King Laborers Change House Or Dry Shack $52.39 7A 4V 8Y View King Laborers Chipping Gun (30 Lbs. And Over) $53.35 7A 4V 8Y View King Laborers Chipping Gun (Under 30 Lbs. ) $52.39 7A 4V 8Y View King Laborers Choker Setter $52.39 7A 4V 8Y View King Laborers Chuck Tender $52.39 7A 4V 8Y View King Laborers Clary Power Spreader $53.351 7A 4V 8Y View https:Hsecure.Ini.wa.gov/wagelookup/ 4/27/2021 Page 5 of 21 King Laborers Clean-up Laborer $52.391 7A 4V 8Y View King Laborers Concrete Dumper/Chute $53.35 Operator 7A 4V 8Y View King Laborers Concrete Form Stripper $52.39 7A 4V 8Y View King Laborers Concrete Placement Crew $53.35 7A 4V 8Y View King Laborers Concrete Saw Operator/Core Driller $53.35 7A 4V 8Y View King Laborers Crusher Feeder $44.40 7A 4V 8Y View King Laborers Curing Laborer $52.39 7A 4V 8Y View King Laborers Demolition: Wrecking Et Moving (Intl. Charred Material) $52.39 7A 4V 8Y View King Laborers Ditch Digger $52.39 7A 4V 8Y View King Laborers Diver $54.01 7A 4V 8Y View King Laborers Drill Operator (Hydraulic, Diamond) $53.35 7A 4V 8Y View King Laborers Dry Stack Walls $52.391 7A 4V 8Y View King Laborers Dump Person $52.391 7A 4V 8Y View King Laborers Epoxy Technician $52.39 7A 4V 8Y View King Laborers Erosion Control Worker $52.39 7A 4V 8Y View King Laborers Faller Et Bucker Chain Saw $53.35 7A 4V 8Y View King Laborers Fine Graders $52.39 7A 4V 8Y I View King Laborers Firewatch $44.401 7A 4V 8Y View King Laborers Form Setter $52.39 7A 4V 8Y View King Laborers Gabian Basket Builders $52.39 7A 4V 8Y View King Laborers General Laborer $52.39 7A 4V 8Y View King Laborers Grade Checker Et Transit Person $54.01 7A 4V 8Y View King Laborers Grinders $52.39 7A 4V 8Y View King Laborers Grout Machine Tender $52.39 7A 4V 8Y View King Laborers Groutmen (Pressure) Including Post Tension Beams $53.35 7A 4V 8Y View King Laborers Guardrail Erector $52.39 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level A) $54.01 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level B) $53.35 7A 4V 8Y View King Laborers Hazardous Waste Worker (Level C) $52.39 7A 4V 8Y View King Laborers High Scaler $54.01 7A 4V 8Y View King Laborers Jackhammer $53.35 7A 4V 8Y View King Laborers Laserbeam Operator $53.35 7A 4V 8Y View King Laborers Maintenance Person $52.39 7A 4V 8Y View King Laborers Manhole Builder-Mudman $53.35 7A 4V 8Y View King Laborers Material Yard Person $52.39 7A 4V 8Y View King Laborers Motorman -Dinky Locomotive $53.35 7A 4V 8Y View https://secure.Ini.wa.gov/wagelookup/ 4/27/2021 Page 6 of 21 King La'lborers Nozzleman (Concrete Pump, Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Blaster, Vacuum Blaster) $53.35 7A 4V 8Y View King Laborers Pavement Breaker $53.35 7A 4V 8Y View King Laborers Pilot Car $44.40 7A 4V 8Y View King Laborers Pipe Layer Lead $54.01 7A 4V 8Y View King Laborers Pipe Layer/Tailor $53.35 7A 4V 8Y View King Laborers Pipe Pot Tender $53.35 7A 4V 8Y View King Laborers Pipe Reliner $53.35 7A 4V 8Y View King Laborers Pipe Wrapper $53.35 7A 4V 8Y View King Laborers Pot Tender $52.39 7A 4V 8Y View King Laborers Powderman $54.01 7A 4V 8Y View King Laborers Powderman's Helper $52.39 7A 4V 8Y View King Laborers Power Jacks $53.35 7A 4V 8Y View King Laborers Railroad Spike Puller - Power $53.35 7A 4V 8Y View King Laborers Raker - Asphalt $54.01 7A 4V 8Y View King Laborers Re-timberman Remote Equipment Operator $54.01 7A 4V 8Y View King Laborers $53.35 7A 4V 8Y View King Laborers Rigger/Signal Person $53.35 7A 4V 8Y View King Laborers Rip Rap Person $52.39 7A 4V 8Y View King Laborers Rivet Buster $53.35 7A 4V 8Y View King Laborers Rodder $53.35 7A 4V 8Y View King Laborers Scaffold Erector $52.39 7A 4V 8Y View King Laborers Scale Person $52.39 7A 4V 8Y View King Laborers Sloper (Over 20") $53.35 7A 4V 8Y View King Laborers Sloper Sprayer $52.39 7A 4V 8Y View King Laborers Spreader (Concrete) $53.35 7A 4V 8Y View King Laborers 'Stake Hopper $52.39 7A 4V 8Y View King Laborers Stock Piler $52.39 7A 4V 8Y View King Laborers Swinging Stage/Boatswain Chair $44.40 7A 4V 8Y View King Laborers Tamper Et Similar Electric, Air Et Gas Operated Tools $53.35 7A 4V 8Y View King Laborers Tamper (Multiple Et Self- propelled) $53.35 7A. 4V 8Y View King Laborers Timber Person - Sewer (Lagger, Shorer Et Cribber) $53.35 7A 4V 8Y View King Laborers Toolroom Person (at Jobsite) $52.39 7A 4V 8Y View King Laborers Topper $52.39 7A 4V 8Y View King Laborers Track Laborer $52.39 7A 4V 8Y View https:Hsecure.Ini.wa.gov/wagelookup/ 4/27/2021 Page 7 of 21 King Laborers Track Liner (Power) $53.35 7A 4V 8Y View King Laborers Traffic Control Laborer $47.48 7A 4V 9C View King Laborers Traffic Control Supervisor $50.31 7A 4V 9C View King Laborers Truck Spotter $52.39 7A 4V 8Y View King Laborers Tugger Operator $53.35 7A 4V 8Y View King Laborers Tunnel Work -Compressed Air Worker 0-30 psi $129.67 7A 4V 9B View King Laborers Tunnel Work -Compressed Air Worker 30.01-44.00 psi Tunnel Work -Compressed Air Worker 44.01-54.00 psi, $134.70 7A 4V 9B View King Laborers $138.38 7A 4V 9B View King Laborers Tunnel Work -Compressed Air Worker 54.01-60.00 psi 1$144.08 7A 4V 9B View King Laborers Tunnel Work -Compressed Air Worker 60.01-64.00 psi $146.20 7A 4V 9B View King Laborers Tunnel Work -Compressed Air Worker 64.01-68.00 psi $151.30 7A 4V 9B View King Laborers Tunnel Work -Compressed $153.20 Air Worker 68.01-70.00 psi 7A 4V 9B View King Laborers Tunnel Work -Compressed Air Worker 70.01-72.00 psi $155.20 7A 4V 9B View King Laborers Tunnel Work -Compressed Air Worker 72.01-74.00 psi $157.20 7A 4V 9B View King Laborers Tunnel Work-Guage and Lock Tender $54.11 7A 4V 8Y View King Laborers Tunnel Work -Miner $54.11 7A 4V 8Y View King Laborers Vibrator $53.35 7A 4V 8Y View King Laborers Vinyl Seamer $52.39 7A 4V 8Y View King Laborers Watchman $40.36 7A 4V 8Y View King Laborers Welder $53.35 7A 4V 8Y View King Laborers Well Point Laborer $53.35 7A 4V 8Y View King Laborers Window Washer/Cleaner $40.36 7A 4V 8Y View King Laborers - Under round Sewer Et Water General Laborer Et Topman $52.39 7A 4V 8Y View King Laborers - Underground Pipe Layer Landscape Construction / Landscaping Or Planting Laborers $53.35 7A 4V 8Y View Sewer Et Water King Landscape Construction $40.36 7A 4V 8Y View King Landscape Construction Landscape Operator $72.28 7A 3K 8X View. King LandSCa a Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $64.94 5D 1 H View King Marble Setters Journey Level $60.57 7E 1 N View King Metal Fabrication {In Shop) Journey Level $41.70 15F 11A View King Millwright Journey Level $66.44 7A 4C View King Modular Buildings Cabinet Assembly $13.69 1 View King Modular Buildings Electrician $13.69 1 View King Modular Buildings Equipment Maintenance $13.691 View https:Hsecure.Ini.wa.gov/wagelookup/ 4/27/2021 Page 8 of 21 King Modular Buitdins Plumber $13.69 1 View King Modular BuildiaLs Production Worker $13.69 1 View King Modular Buildin s 'Tool Maintenance $13.69 1 View King Modular BuildigLs Utility Person $13.69 1 View King Modu€ar Buitdings 'Welder $13.69 1 I View King Painters Journey Level $45.40 6Z 2B View King Pile Driver Crew Tender $69.91 7A 4C View King Pile Driver Crew Tender/Technician $69.91 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 0-30.00 PSI $80.76 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 30.01 - 44.00 PSI $85.76 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 44.01 - 54.00 PSI $89.76 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 54.01 - 60.00 PSI $94.76 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 60.01 - 64.00 PSI $97.26 7A 4C View King Pile Driver Hyperbaric Worker - Compressed Air Worker 64.01 - 68.00 PSI $102.26 7A 4C View King Pile Driver Pile Driver Hyperbaric Worker - Compressed Air Worker 68.01 - 70.00 PSI Hyperbaric Worker - Compressed Air Worker 70.01 - 72.00 PSI Hyperbaric Worker - Compressed Air Worker 72.01 - 74.00 PSI Journey Level $104.26 $106.26 7A 4C View King 7A 4C View King Pile Driver $108.26 7A 4C View King Pile Driver $65.19 7A 4C View King Plasterers Journey Level $61.67 7� 1R View King Plamound Et Park Equipment Installers Journey Level $13.69 1 View King Plumbers Et Pipefitters Journey Level $92.19 6Z 1 G View King Power Equipment Operators Asphalt Plant Operators $73.49 7A 3K 8X View King Power Equipment Operators Assistant Engineer $69.12 7A 3K 8X View King Power Equipment Operators Barrier Machine (zipper) $72.84 7A 3K 8X View King Power Equipment Operator Batch Plant Operator: concrete Bobcat $72.84 7A 3K 8X View King Power Equipment Operators $69.12 7A 3K 8X View King Power Equipment Operator Brokk - Remote Demolition Equipment $69.12 7A 3K 8X View King Power Eig ujpmtgL Operators Brooms $69.12 7A 3K 8X View King Power EquinmtDL0perators Bump Cutter $72.84 7A 3K 8X View https:Hsecure.Ini.wa.gov/wagelookup/ 4/27/2021 Page 9 of 21 King Power Equipment Operators Cableways $73.49 7A 3K 8X View King Power Equipment Operators Chipper $72.84 7A 3K 8X View King Power Equipment Operators Compressor $69.12 Concrete Finish Machine - $69.12 Laser Screed 7A 3K 8X View King Power Equipment Operators 7A 3K 8X View King Power E ui ment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $72.28 7A 3K 8X View King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $73.49 7A 3K 8X View King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $72.84 7A 3K 8X View King Power Equipment Operators Conveyors Cranes friction: 200 tons and over $72.28 7A 3K 8X View King Power Equipment Operators $75.72 7A 3K 8X View King Power Equipment Operators Cranes: 100 tons through 199 tons, or 150' of boom (including jib with attachments) $74.22 7A 3K 8X View King Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $72.84 7A 3K 8X View King Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $74.99 7A 3K 8X View King Power Equipment Operators Cranes: 300 tons and over $75.72 or 300' of boom including f jib with attachments _ Cranes: 45 Tons Through $73.49 99 Tons, Under 150' Of Boom (including Jib With Attachments) 7A 3K 8X View King Power Equipment Operators 7A 3K 8X View King Power Equipment Operator Cranes: A -frame - 10 Tons And Under $69.12 7A 3K 8X View King Power Equipment Operators Cranes: Friction cranes through 199 tons $74.99 7A 3K 8X View King Power Equipment Operators Cranes: through 19 tons with attachments, A -frame over 10 tons $72.28 7A 3K 8X View King Power Equipment Operators Crusher $72.84 7A 3K 8X View King Power Equipment Operators Deck Engineer/Deck Winches (power) $72.84 7A 3K 8X View King Power Equipment Operators Derricks, On Building Work $73.49 7A 3K 8X View King Power E ui meat 0 erators Dozers D-9 Et Under Drill Oilers: Auger Type, Truck Or Crane Mount $72.28 7A 3K 8X View King Power Equipment Operators $72.28 7A 3K 8X View King Power E ui ment Operators Drilling Machine $74.22 7A 3K 8X View King Power Equipment Operators Elevator And Man -lift: Permanent And Shaft Type $69.12 7A 3K 8X View https:Hsecure.Ini.wa.gov/wagelookup/ 4/27/2021 Page 10 of 21 King Power Equipment Operators Finishing Machine, Bidwell $72.84 And Gamaco Et Similar Equipment 7A 3K 8X View King Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $72.28 $69.12 7A 3K 8X View King Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments 7A 3K 8X View King Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $72.84 7A 3K 8X View King Power Equipment Operators G radechecker/ Stake man $69.12 7A 3K 8X View King Power Equipment Operators Guardrail Punch $72.84 Hard Tail End Dump $73.49 Articulating Off- Road Equipment 45 Yards. Et Over 7A 3K 8X View King Power Equipment Operators 7A 3K 8X View King Power Equipment Operators Hard Tail End Dump $72.84 Articulating Off -road Equipment Under 45 Yards, 7A 3K 8X View King Power Equipment Operators Horizontal/Directional Drill Locator $72.28 7A 3K 8X View King Equipment Operators Horizontal/Directional Drill Operator $72.84 7A 3K 8X View _Power King Power Equipment Operators Hydralifts/Boom Trucks Over 10 Tons $72.28 7A 3K 8X View King Power Equipment Operators Hydralifts/Boom Trucks, 10 Tons And Under $69.12 7A 3K 8X View King Power Equipment Operators Loader, Overhead 8 Yards. Et Over $74.22 7A 3K 8X View King Power Equipment Operators_ Loader, Overhead, 6 $73.49 Yards. But Not Including 8 Yards 7A 3K 8X View King Power Equipment Operators Loaders, Overhead Under $72.84 6 Yards 7A 3K 8X View King Power Equipment Operators Loaders, Plant Feed $72.84 Loaders: Elevating Type $72.28 Belt 7A 3K 8X View King Power Equipment Operators 7A 3K 8X View King Power Eguipment_O ep rators Locomotives, All $72.84 7A 3K 8X View King Power Equipment Operators ,Material Transfer Device Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $72.84 7A 3K 8X View King Power Equipment 0 erators $74.22 7A 3K 8X View King Power Equipment 0 erators Motor Patrol Graders $73.49 7A 3K 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $73.49 7A 3K 8X View King Power Equipment Operators Oil Distributors, Blower Distribution Et Mulch Seeding Operator $69.12 7A 3K 8X View King Power Equipment Operators $72.28 7A 3K 8X View https://secure.Ini.wa.gov/wagelookup/ 4/27/2021 Page I I of 21 Outside Hoists (Elevators And Manlifts), Air Tuggers, Strato King Power Equipment Operators Overhead, Bridge Type $72.84 Crane: 20 Tons Through 44 Tons 7A 3K 8X View King Power Equipment Op erators Overhead, Bridge Type: $74.22 100 Tons And Over 7A 3K 8X View King Power E ui meet ❑ erators Overhead, Bridge Type: 45 Tons Through 99 Tons $73.49 7A 3K 8X View King Power Equipment O-oerators Pavement Breaker $69.12 7A 3K 8X View King Power Equipment ❑ erators Pile Driver (other Than Crane Mount) Plant Oiler - Asphalt, Crusher $72.84 7A 3K 8X View King Power E ui meat Q erators $72.28 7A 3K 8X View King Power Equipment Operators Posthole Digger, Mechanical $69.12 7A 3K 8X View King Power Equipment Operators Power Plant Pumps - Water $69.12 7A 3K 8X View King Power Equipment Operators $69.12 7A 3K 8X View King Power Equipment O erators Quad 9, Hd 41, D10 And Over $73.49 7A 3K 8X View King Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $69.12 7A 3K 8X View King Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $73.49 7A 3K 8X View King Power Equipment Operators Rigger and Bellman $69.12 7A 3K 8X View King Power Equipment Operators Rigger/Signal Person, Bellman (Certified) $72.28 7A 3K 8X View King Power Equipment Operators Rollagon $73.49 7A 3K 8X View King Power EiQuipment 0 erators Roller, Other Than Plant Mix $69.12 7A 3K 8X View King Power Equipment Operators Roller, Plant Mix Or Multi- $72.28 lift Materials _ 7A 3K 8X View King Power Equipment Operators Roto-mill, Roto-grinder $72.84 7A 3K 8X View King Power Equipment Operators Saws - Concrete $72.28 7A 3K 8X View King Power Equipment Operators Scraper, Self Propelled Under 45 Yards $72.84 7A 3K 8X View King Power E ui meat Operators Scrapers - Concrete Et Carry All $72.28 7A 3K 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $73.49 7A 3K 8X View King Power Equipment O erators Service Engineers - Equipment $72.28 7A 3K 8X View King Power Equipment 0 erators Shotcrete/Gunite Equipment $69.12 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, Tractors Under 15 Metric Tons $72.28 7A 3K 8X View King Power E ui meet 0 erators $73.49 7A 3K 8X View https://secure.ini.wa.gov/wagelookup/ 4/27/2021 Page 12 of 21 Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $72.84 7A 3K 8X View King Power E ui ment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $74.22 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $74.99 7A 3K 8X View King Power Equipment Operators Slipform Pavers $73.49 7A 3K 8X View King Power Equipment Operators Spreader, Topsider Et Screedman $73.49 7A 3K 8X View King Power E ui ment Operators Subgrader Trimmer $72.84 7A 3K 8X View King Power Equipment Operators Tower Bucket Elevators $72.28 7A 3K 8X View King Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $74.22 7A 3K 8X View King Power Equipment Operators Tower Crane: over 175' through 250' in height, base to boom $74.99 7A 3K 8X View King Power Equipment Operators Tower Cranes: over 250' in height from base to boom $75.72 7A 3K 8X View King Power Equipment Operators Transporters, All Track Or Truck Type $73.49 7A 3K 8X View King Power E ui meet Operators Trenching Machines $72.28 7A 3K 8X View King Power Equipment Operators Truck Crane Oiler/driver - 100 Tons And Over $72.84 7A 3K 8X View King Power Equipment Operators Truck Crane Oiler/Driver Under 100 Tons $72.28 7A 3K 8X View King Power Equipment Operators 'Truck Mount Portable Conveyor $72.84 7A 3K 8X View King Power Equipment Operators Welder Wheel Tractors, Farman Type $73.49 7A 3K 8X View King Power Equipment Operators $69.12 7A 3K 8X View King Power Equipment Operators Yo Yo Pay Dozer $72.84 7A 3K 8X View King Power Equipment Operators- Underground Asphalt Plant Operators $73.49 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Assistant Engineer $69.12 _ 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Barrier Machine (zipper) $72.84 _ 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Sewer Et Water Batch Plant Operator, Concrete $72.84 7A 3K 8X View King Power Equipment Operators- Under round Bobcat $69.12 7A 3K 8X View Sewer Et Water https:Hsecure.ini.wa.gov/wagelookup/ 4/27/2021 Page 13 of 21 King Power Equipment Operators- Underground Sewer Et Water Brokk - Remote Demolition Equipment $69.12 7A 3K 8X View King Power Equipment Operators- Underground Brooms $69.12 7A 3K 8X 3K 8X j View View Sewer Et Water King Power Equipment Operators- Underground Bump Cutter Cableways Chipper $72.84 7A Sewer Et Water King Power Equipment Operators- Underground $73.49 7A _ $72.84, 7A 1 1 3K 8X View Sewer Et Water King Power Equipment Operators- Underground 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Compressor $69.12 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Concrete Finish Machine - Laser Screed $69.12 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $72.28 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Concrete Pump: Truck .Mount With Boom Attachment Over 42 M Concrete Pump: Truck Mount With Boom Attachment Up To 42m _ Conveyors $73.49 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground $72.84 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground $72.28 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Cranes friction: 200 tons and over $75.72 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Cranes: 100 tons through $74.22 199 tons, or 150' of boom (including jib with attachments) 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Sewer Et Water Cranes: 20 Tons Through 44 Tons With Attachments $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer Et Water Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $74.99 7A 3K 8X View King Power Equipment Operators- Underground Cranes: 300 tons and over or 300' of boom including jib with attachments $75.72 7A 3K 8X View Sewer Et Water King Power Equipment Cranes: 45 Tons Through Operators• Underground 99 Tons, Under 150' Of Sewer Et Water $73.49 7A 3K 8X View https://secure.ini.wa.gov/wagelookup/ 4/27/2021 Page 14 of 21 Boom (including Jib With Attachments) King Power Equipment Cranes: A -frame - 10 Tons Operators- Underground `And Under Sewer Et Water $69.12 7A $74.99 7A 3K 8X View King Power Equipment O erators- Underground Sewer Et Water 'Cranes: Friction cranes through 199 tons 3K 8X View King Power Equipment Operators- Underground Cranes: through 19 tons with attachments, A -frame over 10 tons $72.28 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Crusher Deck Engineer/Deck Winches (power) $72.84 7A 3K 8X View View Sewer Et Water King Power Equipment Operators- Underground $72.84 7A 3K 8X Sewer Et Water King Power Equipment Operators- Underground Derricks, On Building Work $73.49 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Dozers D-9 Et Under $72.28 7A 3K 8X View Sewer Et Water King Power Equipment Drill Oilers: Auger Type, $72.28 Operators- Underground uTruck Or Crane Mount Sewer Et Water 1 Power Equipment Drilling Machine $74.22 Operators- Underground Sewer Et Water 7A 3K 8X View King 7A 3K 8X View King Power Equipment Operators- Underground Sewer Et Water Elevator And Man -lift: $69.12 Permanent And Shaft Type _ 7A 3K 8X View King Power Equipment Operators- Underground Finishing Machine, Bidwell $72.84 And Gamaco Et Similar Equipment 7A 3K 8X View Sewer Et Water King Power Equipment 0 erators- Underground Forklift: 3000 Lbs And $72.28 Over With Attachments Forklifts: Under 3000 Lbs. $69.12 With Attachments t 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Undergrou_n_d Grade Engineer: Using Blue Prints, Cut Sheets, Etc $72.84 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground G radechecker /Stake man $69.12 _ 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Guardrail Punch $72.841 7A 3K _ Hard Tail End Dump $73.49' 7A 3K Articulating Off- Road 8X View Sewer Et Water King Power Equipment Operators- Underground 8X View Sewer Et Water https://secure.Ini.wa.gov/wagelookup/ 4/27/2021 Page 15 of 21 Equipment 45 Yards. Et Over I L View King Power Equipment Hard Tail End Dump Operators- Underground Articulating Off -road Sewer Et Water Equipment Under 45 Yards $72.84 7A 3K 8X King Power Equipment Operators- Underground Horizontal/Directional Drill Locator $72.28 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Undereround Horizontal/Directional Drill Operator $72.84 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Under round Hydralifts/Boom Trucks Over 10 Tons $72.28 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Hydralifts/Boom Trucks, 10 Tons And Under $69.12 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Loader, Overhead 8 Yards. Et Over $74.22 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Loader, Overhead, 6 $73.49 Yards. But Not Including 8 Yards 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Loaders, Overhead Under $72.84 6 Yards 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Under round Sewer Et Water Loaders, Plant Feed $72.84 7A 3K 8X View King Power Equipment Operators- Underground Sewer Et Water Loaders: Elevating Type Belt $72.28 7A 3K 8X View King Power Equipment Operators- Underground Locomotives, All $72.84 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Sewer Et Water Material Transfer Device $72.84 7A 3K 8X View King Power Equipment Mechanics, All (leadmen - Operators- Underground $0.50 Per Hour Over Sewer Et Water Mechanic) $74.22 7A 3K 8X View King Power Equipment operators- Underground Motor Patrol Graders $73.49 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Under rg ound Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $73.49 $69.12 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Oil Distributors, Blower Distribution Et Mulch Seeding Operator Outside Hoists (Elevators And Manlifts), Air Tuggers, Strato 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground $72.28 7A 3K 8X View Sewer Et Water https://secure.Ini.wa.gov/wagelookup/ 4/27/2021 Page 16 of 21 King Power Equipment Operators- Underground Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $72.84 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Overhead, Bridge Type: 100 Tons And Over $74.22 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Overhead, Bridge Type: 45 Tons Through 99 Tons Pavement Breaker $73.49 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground $69.12 7A i 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Pile Driver (other Than Crane Mount) $72.84 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Plant Oiler - Asphalt, Crusher $72.28 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Posthole Digger, Mechanical $69.12 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Sewer Et Water Power Plant _ $69.12 7A 3K 8X View King Power Equipment Operators- Underground Sewer Et Water Pumps - Water $69.12 7A 3K 8X View King Power Equipment Operators- Underground Quad 9, Hd 41, D10 And Over $73.49 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $69.12 7A 3K 8X View Sewer Et Water King Power Equipment tmote Control Operator Operators- Underground Rubber Tired Earth Sewer Et Water Moving Equipment $73.49 7A 3K 8X View King Power Equipment Rigger and Bellman Operators- Under round Sewer Et Water $69.12 $72.28 7A 3K 8X View King Power Equipment Operators- Underground Rigger/Signal Person, Bellman (Certified) 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Rollagon Roller, Other Than Plant Mix $73.49 $69.12 7A 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Under round 3K T 8X View Sewer Et Water King Power Equipment Operators- Underground Sewer Et Water Roller, Plant Mix Or Multi- lift Materials $72.28 7A 3K 8X View King Roto-mill, Roto-grinder $72.84 7A 3K 8X View https://secure.ini.wa.gov/wagelookup/ 4/27/2021 Page 17 of 21 Power Equipment Operators- Underground Sewer Et Water King Power Equipment Operators- Underground Saws - Concrete $72.28 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Scraper, Self Propelled $72.84 Under 45 Yards Scrapers - Concrete Et $72.28 Carry All Scrapers, Self-propelled: $73.49 45 Yards And Over 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Sewer Et Water 7A 3K 8X View King Power Equipment Operators- Underground Sewer Et Water Service Engineers - $72.281 Equipment j 7A 3K 8X View King Power Equipment Operators- Underground Shotcrete/Gunite $69.12 7A Equipment Shovel, Excavator, $72.28 7A Backhoe, Tractors Under 15 Metric Tons IShovel, Excavator, $73.49 7A Backhoe: Over 30 Metric {Tons To 50 Metric Tons 3K 8X View Sewer Et Water Power Equipment Operators- Underground Sewer Et Water Power Equipment Operators- Underground Sewer Et Water King 3K 8X View King 3K 8X View King Power Equipment Shovel, Excavator, Operators- Underground Backhoes, Tractors: 15 To Sewer Et Water 130 Metric Tons $72.84 7A 3K 8X View King Power Equipment Operators- Underground Shovel, Excavator, $74.22 Backhoes: Over 50 Metric Tons To 90 Metric Tons i Shovel, Excavator, $74.99 Backhoes: Over 90 Metric Tons Slipform Pavers $73.49 7A 7A 3K 8X View Sewer Et Water Power Equipment Operators- Underground King 3K 8X View Sewer Et Water Power Equipment Operators- Underground King 7A 3K 8X View Sewer Et Water King Power Equipment iSpreader, Topsider Et $73.49 Operators- Under round IScreedman Sewer Et Water 7A 3K 8X View King Power Equipment Operators- Underground Subgrader Trimmer $72.84 7A 7A _ 7A 3K ^ 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Tower Bucket Elevators Tower Crane Up To 175' In Height Base To Boom $72.28 $74.22 8X View Sewer Et Water King Power Equipment Operators- Underground Sewer Et Water 3K 8X View King $74.99 7A 3K 8X View https://secure. [ni.wa.gov/wagelookup/ 4/27/2021 Page 18 of 21 Power Equipment Operators- Under round Sewer Et Water Tower Crane: over 175' through 250' in height, base to boom Tower Cranes: over 250' in $75.72 height from base to boom King Power Equipment Operators- Under round 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Transporters, All Track Or $73.49 Truck Type _ Trenching Machines $72.28 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Sewer Et Water Truck Crane Oiler/driver - 100 Tons And Over $72.84 7A 3K 8X View King Power Equipment {operators- Underground Truck Crane Oiler/Driver $72.28 Under 100 Tons 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Truck Mount Portable Conveyor $72.84 7A 3K 8X View Sewer Et Water King Power Equipment Operators- Underground Sewer Et Water Welder $73.49 7A 3K 8X View King Power Equipment Operators- Underground Sewer Et Water Wheel Tractors, Farmall Type $69.12 7A 3K 8X View King Power Equipment Operators- Underground Yo Yo Pay Dozer $72.84 7A 3K 8X View Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $55.03 5A 4A View Trimmers King Power Line Clearance Tree Spray Person $52.241 5A 4A View Trimmers King Power Line Clearance Tree Tree Equipment Operator $55.03 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer $49.21 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer $37.47 Groundperson 5A 4A View Trimmers King Refrigeration It Air Conditioning Mechanics Journey Level Journey Level $87.01 $60.57 6Z 7E 1G 1N View View King Residential Brick Mason King Residential Carpenters Journey Level $36.44 1 View King Residential Cement Masons Journey Level $46.64 1 View King Residentiat Drywall Applicators Journey Level Journey Level i $64.94 7A 4C View King Residential Drywall Tapers $36.36 1 View King Residential Electricians Journey Level $48.80 1 View King Residential Glaziers Journey Level Journey Level $28.93 1 View King Residential Insulation Applicators $28.18, 1 View https:Hsecure.ini.wa.gov/wagelookup/ 4/27/2021 Page 19 of 21 King Residential Laborers Journey Level $29.73 1 View King Residential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $23.47 1 View King Residential Plumbers Et Journey Level $92.19 6Z 1G View Pi pefitters King Residential Refrigeration Et Journey Level $87.01 6Z 1G View Air Conditionin Mechanics King Residential Sheet Metal Journey Level $89.61 7F 1 E View Workers King Residential Soft Floor Laye rs Journey Level $51.91 5A 3.1 View King Residential Sprinkler Fitters Journey Level $53.04 5C 211 View (Fire Protection King Residential Stone Masons Journey Level $60.57 7E 1" View King Residential Terrazzo Workers Journey Level $55.71 7E 1N View King Residential Terrazzo/Tile Journey Level $24.39 1 View Finishers King Residential Tile Setters Journey Level $21.04 1 View King Roofers Journey Level $57.30 5A 3H View King Roofers Using Irritable Bituminous Materials $60.30 5A 3H View King Sheet Metal Workers Journey Level (Field or Shop) $89.61 7F 1 E View King Shipbuilding Et Ship Repair New Construction Boilermaker $38.54 7V 1 View King Shipbuilding Et Ship Repair New Construction Carpenter $38.54 7V 1 View King Shi buildin Et Ship Re air New Construction Crane Operator $38.54 7V 1 View King Shipbuildinig EtRepair New Construction Electrician $38.54 7V 1 View .Ship King ShipbuildingEt Ship Repair New Construction Heat Et Frost Insulator $79.43 5.1 4H View King Shipbuilding Et Ship Repair New Construction Laborer $38.541 7V 1 View King Shipbuilding Et Ship Repair New Construction Machinist $38.54 7V 1 View King Shipbuilding Et Ship Repair New Construction Operating Engineer $38.54 7V 1 View King Shipbuitding Et Ship Repair New Construction Painter New Construction Pi pefitter $38.54 7V 1 View King Shipbuilding Et Ship Repair $38.54 7V 1 View King Shipbuilding Et Ship Repair New Construction Rigger $38.54 7V 1 View King Shipbuilding Et Ship Repair New Construction Sheet Metal $38.54 7V 1 View King Shipbuilding Et Ship Repair New Construction Shipfitter $38.54 7V 1 View King Shipbuilding Et Ship Repair New Construction Warehouse/Teamster $38.54 7V 1 View King Shipbuilding Et Ship Repair $38.54 7V 1 View https://secure.Ini.wa.gov/wagelookup/ 4/27/2021 Page 20 of 21 New Construction Welder / Burner King Shipbuilding Et Ship Repair Ship Repair Boilermaker $47.35 7X 4J View King Shipbuilding Et Ship -Repair Ship Repair Carpenter $47.35 7X 4J View King Shipbuilding l3 Ship Regal Ship Repair Crane Operator $45.06 7Y 4K View King Shi buildin fz Shi Repair Ship Repair Electrician $47.42 7X 4J View King Shipbuilding it Ship Repair_ Ship Repair Heat It Frost Insulator $79.43 5J 4H View King Shipbuilding Et Ship Repair Ship Repair Laborer $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Machinist $47.351 7X 4J View King Shipbuilding Et Ship Re air Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding It Ship Repair Ship Repair Painter $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Pipefitter $47.35 7X 4J View King Shipbuilding Et_ Ship Repair Ship Repair Rigger $47.35 7X 4.1 View King Shipbuilding Ea Ship -Repair Ship Repair Sheet Metal $47.35 7X 4.1 View King Shipbuilding& Ship Repair Ship Repair Shipwright $47.35 7X 4.1 View King Shipbuilding Et Ship Repair_ Ship Repair Warehouse / Teamster $45.06 7Y 4K View King Sign Makers FtInstallers Journey Level $51.56 0 1 View Electrical King Sign Makers Et installers Journey Level $33.20 0 1 View (Non -Electrical) King Soft Floor Lavers Journey Level $51.91 5A 3J View King Solar Controls For Windows Journey Level $13.69 1 View King Sprinkler Fitters (Fire Protection) Journey Level $85.89 5C 1X View King Stage Rigging Mechanics Journey Level $13.69 Journey Level $60.57 1 View Non Structural King Stone Masons 7E 1N View King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 View King Surveyors Assistant Construction Site $72.28 Surveyor 7A 3K 8X View King SurveVors Chainman $69.12 7A 3K 8X View King SurveVors Construction Site Surveyor $73.49 7A 3K 8X View King Telecommunication Technicians Journey Level $53.57 7E 1 E View King Telephone Line Construction - Outside Cable Splicer $37.40 5A 2B View King Telephone Line Construction - Outside Hole Digger/Ground Person $25.04 5A 2B View King Telephone Line Construction - Outside Telephone Equipment Operator (Light) $31.22 5A 2B View King Telephone Line Construction - Outside Telephone Lineperson $35.34 5A 2B View King Terrazzo Workers liourney Level $55.71 7E 1N View King Tile Setters Journey Level $55.71 7E 1N View https:Hsecure.Ini.wa.gov/wagelookup/ 4/27/2021 Page 21 of 21 King Tile, Marble ft Terrazzo Finishers Finisher $46.54 7E 1N View King Traffic Control Stripers Journey Level $49.13 7A 1 K View King Truck Drivers Asphalt Mix Over 16 Yards $64.55 5D 4Y 8L View King Truck Drivers Asphalt Mix To 16 Yards $63.71 5D 4Y 8L View King Truck Drivers Dump Truck $63.71 5D 4Y 8L View King Truck Drivers Dump Truck Ft Trailer $64.55 5D 4Y 8L View King Truck Drivers Other Trucks $64.55 5D 4Y 8L View King Truck Drivers - Ready Mix Transit Mix Irrigation Pump Installer $64.551 5D 4Y 8L View King Well Drillers Et Irrigation Pump Installers $17.71 1 View King Well Drillers & Irrigation Pump Installers Oiler $13.69 1 View King Well Drillers Et Irrigation Puma Installers Well Driller $18.00 1 View https:Hsecure.Ini.wa.gov/wagelookup/ 4/27/2021 Benefit Code Key— Effective 3/3/2021 thru 8/31/2021 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 fi-inge benefits actually provided for the worker. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. 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) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The fast two (2) hours before or after a five -tight (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 ofwage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten ( l0) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four - ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve ( 12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. The first two (2) hours after ciglit (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 ofwage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1of14 Benefit Code Key— Effective 3/3/2021 thru 8/31/2021 Overtime Codes Continued O. The first ten (10) horns worked on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Mondav 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 (l0) 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. V R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W, All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday. and the day after Sunday. Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day ( l0 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. 2of14 Benefit Code Key— Effective 3/3/2021 thru 8/31/2021 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. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. M, This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wane. K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift. and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY" (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in.excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate ofwage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. 3of14 Benefit Code Key — Effective 3/3/2021 thru 8/31/2021 Overtime Codes Continued C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1; 2) times the straight tithe rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday tluough 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-l/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switchin- 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 Often ( 10) hours will be at two (2) times the hourly rate of wage. The first tight (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-liour 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'.=) times the regular shift rate for the first eight (8) hours. All other hours worked Monday throe«h Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G_ All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Dav, 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. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per clay on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4of14 Benefit Code Key — Effective 3/3/2021 thru 8/31/2021 Overtime Codes Continued J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wake. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. U The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve 02) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage. except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid atone and one-half times the hourly rate of Nvage. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All homy worked over twelve (12) hours Monday throw*h Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and one-half (I ';'z) the straight time rate. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday bills on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay. Auer an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W, All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wake. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. 5of14 Benefit Code Key— Effective 3/3/2021 thru 8/31/2021 Overtime Codes Continued X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting ofeialit (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per clay (subject to WAC 296-127-022) shall be paid atone and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract spccificatioiis require that work can only be performed outside the regular day shift, then by mutual agreement a special shift niay be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of Pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar (S 1.00) per hour for all hours worked that shift. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Z. 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 2M 0 over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. L 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. A. The First ten (10) hours worked on Saturday and all hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (l2) hours Monday through Saturday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. 6of14 Benefit Code Key — Effective 3/3/2021 thru 8/31/2021 H.olidaN Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). 1. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6)• J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day. Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N, Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9), P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Years Day, Memorial Day, Independence Day. Labor Day, Thanksgiving Day. and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor,Day. Thanksgiving Day, And Christmas Day (7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6, G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day. Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day. and Christmas Eve Day (11), H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). 7of14 Benefit Code Key — Effective 3/3/2021 thru 8/31/2021 Holiday Codes Continued 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. 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 regnrlar 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. Holidays: New Year's Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Dav, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H, Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day. Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Holidays: New Year's Day, President's Day, Independence Day. Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Dav 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. 8of14 Benefit Code Key— Effective 3/3/2021 thru 8/31/2021 Holidav Codes Continued J_ Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which tally 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 Dav, And Christmas Day (7). Any holiday which Eills 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 Dav, 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. Ifany of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President's Birthday, Memorial Day, independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday. the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Ycar's Day, and a Floating* Holiday. X. Holidays: New Year's Day. Day before or after New Year's Day. Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday. then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday tills on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. 9of14 Benefit Code Key— Effective 3/3/2021 thru 8/31/2021 .Holiday Codes Continued G. New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 1. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, .And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturdav 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 fills on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day. Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Elolidav (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President's Birthday, Memorial Day. Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. 10 of 14 Benefit Code Key — Effective 3/3/2021 thru 8/31/2021 Holidav Codes Continued W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year's Day, and a Floatin- Holiday. A. Holidays: New Year's Day, Day before or after New Year's Day, Presidents' Day, Memorial Day, Independence Day. Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day. Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. 15. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day. Friday after Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (8). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. G. New Year's Day, Washington's Birthday. Memorial Day, Independence Day, Labor Day, Thanksgiving Day. The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). if any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Note Codes D. Workers working with supplied air on hazmat projects receive an additional S 1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: 50.75, Level B: S0.50, And Level C: S0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: S1.00, Levels C & D: 50.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: S 1,00, Level B: SO.75, Level C: 50.50, And Level D: 50.25. S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer, All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. 11 of 14 Benefit Code Key— Effective 3/3/2021 thru 8/31/2021 Note Codes Continued T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during* construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engin.;er. All flae;ers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31. 2012. U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: S2.00, Class B Suit: S 1.50, And Class C Suit: S 1.00. Workers performing underground work receive an additional S0.40 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 50.50 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 50.50 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' - S2.00 per foot for each foot over 50 feet. Over 10l' to 150' - S3.00 per foot for each foot over 101 feet. Over 15 P to 220' - S4.00 per foot for each foot over 220 feet. Over 221' - 55.00 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' - S L00 per foot from entrance. 300' to 600' - S 1.50 per foot beginning at 300'. Over 600" - S2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120,1240V self-contained residential meters. The Lineman/Groundmen rates Would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: S2.00. Class B Suit: S 1.50, Class C Suit: S 1.00, and Class D Suit: 50.50. Special Shift Premium: Basic hourly rate plus S2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example, the special shift premium does not waive the overtime requirements for Work performed on Saturday or Sunday.) Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to Work on tide work (work located in the tide plane) all time Worked shall be at one and one-half times the hourly rate of pay. Swinging Stagc/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents (S0.75) per hour above the classification rate. 12 of 14 Benefit Code Key— Effective 3/3/2021 thru 8/31/2021 Note Codes Continued 3. Z. Workers working with supplied air on hazmat projects receive an additional S 1.00 per hour. Special Shift Premium: Basic hourly rate phis 52.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) A. Workers working with supplied air on hazmat projects receive an additional S 1.00 per hour. Special Shift Premium: Basic hourly rate plus 52.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status. ( For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid 50.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A) — 130' to 199' — SO.50 per hour over their classification rate. (B) — 200' to 299' — SO.M per hour over their classification rate. (C) — 300' and over — S 1.00 per hour over their classification rate. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work ( work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/ Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents (SO.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stave/Boatswains Chair: Employees working on a swinging stagy*e or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents (50.75) per hour above the classification rate. Effective August 31, 2012 —A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All 11aggers 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 3 1, 2012. 13 of 14 Benefit Code Key — Effective 3/3/2021 thru 8/31/2021 Note Codes Continued D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. E. Heavy Constriction includes construction, repair, alteration or additions to the production, fabrication or manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: S 1.00, Level B: S0.75, Level C: $0.50, And Level D: S0.25. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. 14 of 14 City of Federal Way Public Works Department 2021 PAVEMENT REPAIR PROJECT •- .ii.-C.rrt—hN- = t r C1I ;r K� ; IT 1. urlw mn.A�.r. r..-,.:r7 N rCv� PII.�IKu�;ytilyi.}� :1 In•I Ltaic:I L• a=wsul�Pm uwi•u�+u.-n. F. SCHEDULE SCHEDULEI June, 2021 RFB 21-006 ST S POW APPROVED FOR CONSTRUC110N 6/30/21 DESIREES WINKLERPE DATE DEPUTY PUBLIC WORKS DIRECTOR ml<� Federal Way 1 DRAFTED: JHUVNH DRAWING VERSION/REVISION LOG 40 DATE REVISION 2021 PAVEMENT REPAIR L11112W Centered On Opportunity } 33325 BTH AVES FEDERAL WAY WA 9B003 T DESIGNED: JHUYNH °; & I , COVER SHEET & INDEX COVER PHONE: (253)635-2/00 WWW CITYOrFEDERALWAY COM dYMY\Aid _ _ APPROVED: DWINKLER pl LEGEND ABBREVIATIONS D + EXISTING (PER KPG) PROPOSED ACND ASPHALT N NORTHI G'NOREL H AC ASBESTOS CEMENT WATER PIPE G NUMBER �9 P B MONUMENT CONTOUR ACP ASPHALT CONCRETE PAVEMENT NITS NOT TO SCALE STORAIpRAIV MANHOLE --�— DITCH FLOYILINE ADA AMERICANS WITH DISABILITIES ACT AP ANGLE POINT OC 00 ON CENTER OUTSIDE DIAMETER = CATCH BASIN ®OEG"vmmpn AVE AVENUE ON OVERHEAD UTILITIES ® AREA DRAIN CONCRETE CURB a GUTTER BLOC BUILDING PC POINT OF CURVATURE SU• BOP BEST MANAGEMENT PRACTICE PCC POINT OF CURVEON CURVE STORMDNAN CLEAN -OUT — — — — SAWCUT BOW BACK OF WALK PE POLYETHYLENE CULVERT LIMITS OF GRADING CB CATCH BASIN PG PERFORMANCE GRADE CDF CONTROLLED DENSITY FILL PI POINT OF INTERSECTION ® SEWER MANHOLE m1_ STORMOPAIN CI CAST IRON PN POSTINDICATORVALVE SIGN UNDERDRAIN CL CENTERLINE FOR POINT OF BEGINNING MAILBOX ss SANITARY SEWER CL CLASS FCC POINT OF CONNECTION BOLLARD n CO CLEANOLT WATER CONC CONCRETE FCE PRC POINT OF ENDING PONT OF REVERSECURVATIRRE + BORE I POTHOLE LOCATION w IRRIGATION CONT CONTAINER PT POINT OF TANGENCY DC VA DOUBLE CHECK VALVE ASSEMBLY PVC POLYVINYL CHLORIDE Q SHRUB �• GAS DI DUCTILE IRON "I RNITOFVERTI NffER"ECTrN OX� DE1MrU5TR_E DAIOUTR'JW'I UNDERGROUND POWER DIAM DIAMETER R RADIUS CCSFERWiTFFE DIAIIBFII I15) — TEL — TELECOMMUNICATION CFW CITY OF FEDERAL WAY CSBC CRUSHED SURFACING BASECOURSE RJ FIT RESTRAINED JOINT RIGHT O BOULDER -- OE OVERHEAD UTILITY LINE E EASTINGIEAST S SLOPEJSOUTH )1(-0 STREET LIGHT ILUMINAIREI---FO-- CITY FIBER EL ELEVATION ED STORM DRAIN • TRAFFIC SIGNA4 POLE & MAST ARM — — C --- ELEV ELEVATION CUT LINE EDP EDGE OF PAVEMENT SDP SEW STORM DRAIN PIPE SEWER TRAFFIC SIGNAL POLE p MAST F FILL LINE EX EXISTING SHT SHEET AROW, LUMINAINCARM FENCE • CHAINLINK EXIST EXISTING SSMIH SANITARY SEWER MANHU_E A 6 PEDESTRANRISHBJITONPOIE 0 0 0 8 FDC FIRE DEPARTMENT CONNECTION FENCE •WOOD FG FINISHED GRADE ST STA STREET STATION • 9 TRAFFIC I ILLUM J BOX FL FLANGE STD STANDARD FL FLOWLINE T TANGENT LENGTH tl ■ m TRAFFIC CONTROL CABINET HORD HORIZONTAL Tl TYPE 1 CATCH BASIN L BACKUP POWER SUPPLY HMA HOT MIX ASPHALT T2 TYPE 2 CATCH BASIN + ® ELECTRICAL SEWCE CABMET ICV IRRIGATIOK CONTROL VALVE TCC TOP OF CURB ID INSIDE DIAMETER TCG TOP OF GRATE Y TRAFFIC SIGNAL IE INVERT ELEVATION TYP TYPICAL VEHICLE DETECTION L LENGTH OF CURVE VC VERTICJILCURVE LT LEFT VERY VERTICAL CITY FIBERO>TICVAULTIJ X LF LINEAR FEET VLT VAUILT ® FESTIVAL OUTLET LP LOW POINT W WEST WITH O POWER POLE MAX MAXIMUM WAT WATER POWER POI=GUY ANCHOR MIN MINIMUM MH MANHOLE WSDOT WASHINGTON STATE DEPARTMENT OF •• Yl� POWER POLE WI LUMINAIRE MIC MONUMENT IN CASE TRANS-ORTATION DID F-i POWER VAULT LID I J-BOX MU MECHANICAL MINT m ZI POW ER TRA 45FORMER OEM GRIND EXISTING PAVEMEW TO BE REMOVED AT STATION OR LOCATION CY CFJ ® ET POWER METER TELECOMM VAULT I J.BOX INC.. 61NCH DEPTH AND..10E DIRECTED BY ENGINEER \ 1 UTILITY PEDESTAL rAvcuEIrt RFJAAA, • (D GAS VALVE ® GAS METER DC WATER VALVE ® WATER METER O 0 WATER VAULT LID •,�' FIRE HYDRANT T BLOW OFF p�T DRA"m JaLly— DRAWING VERSION I REVISION LOG :rr PROJECTR. 401 DATE REVISION 2021 PAVEMENT REPAIR „212 J.HUYNH FedMDESIGNED: eral y - LEGEND AND ABBREVIATIONS J�2CaMeredoDEOpportunity B REVIEWED: S.HAMEL ABB PHONE (25J1 a1527M IYwIY•blbllL VV WWW CITYOFFEDERALWAY COM EYrhY.Fft APPROVCO D WINKLER __•_ • Z2 U) M rA 21ST AVE SW STA's+}7 W oily � 1rA3wv - - - •RA �wor - - - —' +' I^'.=J I' r w m ri) Q' Z Y W m CONSTRUCTION NOTES 0' PLASTIC CROSSWALK LINE Qi PIASTICSTOPLI41 O YIELD LINE SYMBOL A 1 - B SYA 2T�R1 E0 : rn Y•fY STllii •W!!lC ':•i.:=:•:TW _ _ 21ST AVE SW A I 211 D0 221DD CIE z w < — — - cc w — m � � � sTn2a•T(m - �' . F- In = PAVEMENT REPAIR M G CRACKSEALING y j INLET PROTECTION INSERT AL Crly 0� Federal Way Centered on Opporlurnly 3n25BTHAVES FEDERALWAY WA9BBDJ PHDNE (25}IB15-2790 WWW CITYOFFEDERALWAY COM � Whd—pift °° 'GYM m lkIN� �" DRAWING ND. DATE - VERSION / REVISION LOG REV151ON 2021 PAVEMENT REPAIR IlY Pawed 9 11212 _ SITE PREPARATION/TESC PLAN STA rJ+00 TO STA 24+00 ..- A01 mvwo D g NAq� APPROVED ❑WINKLER 03 r n J a x m v 3 + �ETAM•II6 r0 - .' 1 GRAPHIC SC'LE r sY lc nTA�Hrb _ uA2 .ww %TA7fi•�1i7 STA Je•iSSN j TI 0 1D 20 4[ miw — _ zs�oo _ 21STAVE SW m — �_ n�oo — _ zT�oo S Ammo i7 J ` — _. STA iT•'1R Ltl1 Y I G7FPR•ti?m " - — fv CONSTRUCTION NOTES Q+ PLASTIC CROSSWALK LINE O PLASTIC STOP LIVE Q YIELD LINE SYMBOL F H x 2 J 7 'TM1bG•tC.M A:OI�Wap / • N 11 xrn aa•:x R. z w I m 21ST AVE SW - j a-u--alxaa _ a m u— - -_ _ -- - - -- - - --- - - ! 1 -- STA 51 �aK 0;1 • PAVEMENT REPAIR r CRACKSEAUNG INLET PR.TECTIGNINSER1 DRAWING VERSION / REVISION LOG WIT PROjECTw ""fO� °"""�° 1"'"'°' . GATE LtEv�pl 2021 PAVEMENT REPAIR 11212 eral V + DESIGNED: J.HUYNH 11u— - -"" Centered OrOpporhmity aH „E< SITE PREPARATION/TESC PLAN A02 33325 BTH AVE S FEDERAL WAY WA YEBO] PHJNE EDERAD WWWCITYOFFLWAY K...r..�.L STA 24+00 TO STA 63+00 (253)a WAY LOh7 CBY GIIEn Pllil� APPRDSEO [I.WeYy ER 09 of 22 1 ---=-- —°_— oTAnr.rt erAas•Hoo ! -�+— I....r_ _ GRAPHIIC SCALE f m A+dC W W G I � 21STAVE SW = U � -� . STA •5.n ill _ .li��_ � y _ CONSTRUCTION NOTES O' PLASTIC CROSSWALK LINE O PIq mrTw Ll'S O YIELDLWESYMAOL — — GP 1' i. � M1RNf �frt EryD PM1':LMPNi HEPAIIi rj �CHEOULLA STA lo•:U �l 21STAVE SW •.M -- — — gTw�e7•Hqu PAVEMENT REPAIR — jj O CRACK sEauNc ■ j INLET PROTECTION INSERT U to QTY � Federal Wa DRAFTED: J NUVNH DRAWING VERSION !REVISION LOG _ NO ' DATE REVISION -�_ 2021 PAVEMENT REPAIR :IIY YXUJ 11212e DESIGNED J UYNH rPvrmec; ILNrMgR: SITE PREPARATION/TESC PLAN 5� I A03 Cen[ered on Opportunity 3M258THAVES FEDENALWAY WA9 3 1 - - PHONE: EDER LWAY WWPHONE: FFEDERALWAY.COM o�+bdMpa ti+lW�PIIt STA 63+00 TO STA 70+50 22 APPROVED DWINKLCR �I ffiPm" p&vp&TPNT "PAIR G']EDuIE Bain r•-p to 2 e m _ __. i2i0p — _ 730 _ rn I 21ST AVE SW 2 F a ah ro H3F;?i•ell fY. I y i'r lDi f :TA 1Wg006 —. 5TA i¢•eI IA' } ._ .- —aTA 2u: •LI 6mmm— _ 1Y1� C'T ax0 .M1. 6TA1101IAW _ —_ m M1 21STAVE SW pSh�T5.111 e0 - — 1 hT]•Id.i.] -- . a.�T -j" � I I , I 5TF6✓3..T2W GRAPHIC SCALE H. . CONSTRUCTION NOTES 0' PLASTICCROS=. Qi PIASTIC STOP L— Q YIELD LINE SYKIBOL PAVEMENT REPAIR CRACK SEALING IREETPROTCCTIONNlic R3 ariar ,a��ww¢ R1F EP: J TNH DRAWING q pATE{REVISION VERSION/REVISION LOG 2021 PAVEMENT REPAIR ''I111212 FedleraI Woy , DF5H'JHO! 7.l4DgIH. Centered on Oppartunity 333258THAVES FEDERALWAY WAUM3 REVIEWED: 6 H..IEL "' SITE PREPARATION/TESL PLAN B01 PHONE: (253)aM 2r00 WA'W.CITYOFFEDERALWAY CON! APPROVED DWINKLEN STA 71 +30 TO STA 81 +00 . 21 STAVE SW CONSTRUCTION NOTES PLASTIC CROSS': PLASTICSTOPLINE YIELD LINE SYMBOL to ITA.Y, I U) 21ST AVE SW PAVEMENT REPAIR co CRACK SEALING INLET PROTECTION 11 U) CRi of Federal woy GRAFTED: J HUYNH DRAWING No VERSION REVISION LOG REVISION 2021 PAVEMENT REPAIR CTa. 11212 PREPARATION/TESC PLAN Centered CNI Opporfurity 33325 BTH AVE S FEDERAL WAY. WA 9OW3 DESIGNED J.HUYNH Ate,SITE PHONE (25�) �M �7. "W CITYOFFEDEPALWAY-CO&I bob& biih-�ft STA 81 +00 TO STA 91 +00 AP-'RDVIM 001WILUR GRAPHIC SCALE 9r .:TM —as— 11 N m u , — — i 21STAVE SW � ;m7 =r:, :•� :'- — 5 Ap2.7 On 4'r rr EMT r CONSTRUCTION NOTES Oi PLASTIC CROSSWALK LINE C PLASTIC STOP LINE O YIELD LINE SYMBOL f x F N t+3 3 ST„ V •Rui 025 a" .� 5TA•100.21JR '7 — —as— — —as— —as— — —as— — —os— — — I* �. as — —as— — —as— — —as— — —as— — — _ as— — —as— _ as— —_ —as— — —as— __ — _ — 21STAVESW — _ _ N 1 � w 1 z = PAVEMENT REPAIR — SU Si.B0.G0 �A•.e-.WW1 — U . fii a'.Ih' gTA40H100' �VV"' * N� CRACK SEADNG <■> INLET PROTECTION HaERT C11Y 6r . Federal Wayaw Centered on Opportunity 33325 STH AVES FEDERAL WAY. WA 9SU03 PHONE: (253)5]5-2200 WWW CITYOFFEDERALWAY COM .—�h.a. MIWMIRKIIIIIII. DRA:iEj` rsN rrai .SCIlE➢ aHurNN - _AFVIEYIF.D �HA!!EL APPROVED DWINKLER DRAWING -"AIE VERSION I REVISION LOG 2021 PAVEMENT REPAIR L1111212 SITE PREPARATION/TESC PLAN STA 91+00 TO STA 101+00 �{7 BOJ a( A y 2 H ,o N M 431 ,rA•lo* nw nrA•lol�n,on g7A:,o,�mnD srA lel.xc, 6;cr —_ —o;_ — —a�— __ _�;— — _�;__ _ _ •_ I In In --i--— � y 21ST VE SW sin wl.a�ol — rna� .•w.r�. srAronnvm to 2 H IJ7 N M 3 fn .+ II nN-rlac r. � •: r CONSTRUCTION NOTES Q PLASTIC CROSSWALK LINE Oi PIASTIC STOP LIVE Q YIELD LINE SYMBOL El -A 110.5291 -. I 1 C ITT— 2 T AVE SW m w N gs- STA'C�37.OD STA 10b�7G STA'1Dr;{ PAVEMENT REPAIR F 5 TA[,0.41 Q �� CRACK SEALING ] INLET PROTECTION INSE RI o„r or F�.�LYir� Q! �My Centeredon Opportunity JD255TH AVES FEDERAL WAY WA 9WIO , Wl.CTYOFFE ERALWAYCOM �11IOMWt DRA eD: .HurNH (1) DRAWING IIO DATE — VERSION! REVISION LOG REVISION2021 — PAVEMENT REPAIR c,r� ECTW. 11212 —0B50NeD kLrJYr41 REVIEWED: S HAMEL APPROVED DWINKLER SITE PREPARATION/TESC PLAN STA 101+00 TO STA 111+00 BO(} 1- - — , �i 21ST AVE SW c''T m — — -i a 0 z N N M oTAn la•Ilplp � 4'.Bp' y .._i �A T�•� 6TR•IT>•+O.Ac r. _ _ Sik11.•lu 3iA,r."iN1 m y � GRAPHIC SCALE }J Ip :o •a _ W :I. W L] _ I T. 11- .:+J• ti' Rr14`75W 0 z N N M 3 W CONSTRUCTION NOTES Q PLASTIC CROSSI. .K LINE pi PLASTICSTOPLINE Q YIELD LINE SYMBOL F 0 N N ' M a ' 1! •tN BD � 11 ]•m 21ST AVE SW ''+TA'11�•Y2m 124+m I n PAVEMENT REPAIR ...ivy CRACK SEAIJNG j INLET PROTECTION INSERT d}Y o 6RS+'TED J.lEhHH DRAWING NO � DATE VERSION! REVISION LOG REVISION 2021 PAVEMENT REPAIR DITT RIGJEGT .: 1212 Federal wow Centered on OpportumiV 33325 BTH AYES FEDERAL WAY, Wq 90003 HFVI[WFtY S�HAMF.i SITE PREPARATION/TESC PLAN 5 T B05 PHONE: (25])836-27W WWW CITYOFFEDERALWAY DOM egwK codbibimms, !.P>'rrLM1'ED D.WSINLC•L STA 111 +00 TO STA 121 +00 IB u 22 pslaN ar_�r,<,r v � PAyEC1¢N�RFaApR 4Th 1R] fA All a. — 10< 'j SW 320TH ST I STA.ibS.)R fO CONSTRUCTION NOTES (]' PLASTIC CROSSWALK LINE O PLASTIC STOP LINE Oi YIELD LINE SYMBOL U) W Q F N 57A HO-JI3Ca AYR E'il•I1r Z SW 320TH ST �— — w S 320TH ST z LEGEND: a •.- ,: _mow yTAl:k-use n I � PAVEMENT REPAIR AW N I A'.t W CRACK SEAUNG i Q INLET PROTECTIDN INSERT ary O! .� Federal Way Centered on Opportunity ]]]25 RTH AVES FEDERAL WAY WA9W03 PHONE EDERALWAY0 WWPHONE FFEDERAL-27 GOM WRA✓ Gwna'rka J. U,,Wo REVISION LOG 2021 PAVEMENT REPAIR 11212 _7 ,.�N� NO'DDATTEJINREVISIONIONI _ _ SITE PREPARATION/TESC PLAN STA 102+50 TO STA 112+00 REVIEWED: S. NAAIEL APPRDVCD• ❑WINKLER STA.f'r•If DO � � _ - — . — - _ — _ _ 1. I Irf :1%��'=•"aW 9TR;,lB•AGJ74 GRAPHir. c n `y •--- -•— —--1�'r—==._- ter— x mI S 320TH ST am Tv s A;Tnr]pCp STR 1,3•BnrO aTA.r1+-D_LG >I•�"."::-l.IMI J CONSTRUCTION NOTES C PLASTICCROS; ..LINE Oi PLASTICSTOPLINE Q YIELD LINE SYMBOL 5iA120.1SB] iTA 120•Td I N pCm yiy S 320TH ST Z LEGEND: fR •� PAVEMENT RE.. `.iin'li 6TA it1 W,nB To.11 �37. STAi]G.jp GO- 6 --N� CRACK SEALING - _ _ _ _ C■ j INLET PROTECTION INSERT m PRUX.T.: DRAWING VERSION/REVISION LOG 2021 PAVEMENT REPAIR 11212 cri � DRAFTED: J.HUYNH ID]. DRT= RR'6lpN � Federal Way 030N✓fp J HlMll� _� _ �, Centered on Opportunity SITE PREPARATION/TESC PLAN 33]25BTHAVES FEDERALWAY WA96003 REVIEWED: S. HAMEL `'02 PHONE (250)BM27W R�rin6Wra STA 112+00 TO STA 122+00 WWW CITYOFFEDERALWAY COM ,�lIn �Put APPROVED D WINKLER - 12 7 T2 S 320TH ST Lu Q 2 F- N At GRAPHIC SCALE CONSTRUCTION NOTES 0' PLASTIC CROSMALK LINE 0 PLASTICSTOPLINE Q YIELD LINE SYMBOL � tn• _ � .:.tar+� I I I z 11 i*DO S 320TH ST u z LEGEND: ' - — .I•. :. ...: J .SLA�iTli YCYI �A tNi .._ T2 PAVEMENTREPAR fi.. 1:L •:-P]' _ ( —_7_ y _.. X] -- �--N� CRACK SEALING �_ INLET PROTECTION INSERT Q[Y� 7 Federal Way 58THAV S on OLWAY.Wnrty ]]325 BTN AYES FEDERAL WAY, WA 9BW] PHONE: EDERALWAY WWW CITYUFFEDERALWAV COM � rr.[.A[MMe �Y�Inll[1LLY. 6RA�'ED I.NITndN HSY..11E6Cergem NO DRAWING DATE VERSION! REVISION LOG REVISION 2021 PAVEMENT REPAIR Ct; i rn cII V. 11212 — — SITE PREPARATION/TESC PLAN STA 122+00 TO STA 132+00 CO3 REVIEWED: 5 HAMEL — APPROVED: DWINKLER 1] aE 22 I w _law S 320TH ST �I _— U) w a x { m GRAPHIC SCALE 9{A-1�WFDAtl :� .V M 1100 —0' w z I CONSTRUCTION NOTES Q PLASTIC CROSSWALK LINE Oi PLASTIC STOP LINE Q YIELD LINE SYMBOL z n .a ,3�oD 1300oo _ ,a�oo ,a—aao rn — — — mm S 320TH ST in w cs LEGEND: PAVEMENT REPAIR CRACK SEALING W Q � INLET PROTECTION INSERT x H O oiYar Federal 1Nay FRnFTC9 J.FIU,NH DESIGNED DRAWING NO DATE VERSION/REVISION LOG REVISION _ 2021 PAVEMENT REPAIR LILY PRO.SECT A: 11212 SITE PREPARATION/TESL PLAN sKFEv C04 Ceri[ered on Opportunity 333258THAVES FEDERALWAY WA96003 J HUYNH REVIEWED: S HAMEL — PHONE: WWW CITYOFFEDERALWAY COM EDERALWAY Wert C11�4LM4%YMF APPROVED OWINKLER STA 132+00 TO STA 142+00 14 ff 22 s+ =w•zdw a'.:•r GRAPHIC SCALE i" m Ifl :0 d0 �j 1 a'i.W y S 320TH ST I U J — s n-- S 320TH ST Allow 2 F CONSTRUCTION NOTES O PLASTIC CROSSWALK LINE 0 PLASTIC STOP LIVE O YIELD LINE SYMBOL LEGEND: PAVEMENT REPAIR ------ CRACK SEALING INLET PROTECTION INSERT ay— Centered on Opportunity Z 33325 HTH AVES FEDERAL WAY WA DS003 PHONE:WWW CITYOFFEDERA WAYCOAI z CoYerol.11ra< ��@ DESIGNED: J HUYNH r, DRAWING VERSION/REVISION LOG 2021 PAVEMENT REPAIR �r.muc�.F�@I�di 11212 NO DATE REVISION SITE PREPARATION/TESC PLAN STA 142+00 TO STA 152+00 L COJ REVIEWED: S HAMEL APPROVED D WINKLER 15 W 22 ENVEVE ELULE C PAl•P.AIENT REPAIR STA =55-D] 1 S 320TH ST C 'J '.:i: �!., �: ,f :rti f —I'� — — 3TF.15••51 GD GRAPHIC SCALE N CONSTRUCTION NOTES Oi PLASTIC CROSSWALR LINE Qi PLASTICSTOPLINE 0 YIELD LINE SYMBOL LEGEND: PAVEMENT REPAIR CRACK SEALING j INLET PROTECTION INSERT Liii� 4F"� �I�1ay Centered FEDERAL ]]]25 BTH AYES FEDERAIWAY WA9B00] DLWAY IN WKK PHDNE: EDERALWAY WYJ✓J CITYOFFEDEMIWAY G0IA��aj� lakn p RRPLI` 6 ��W a - No. DRAWING DAW VERSION I REVISION LOG RV41BiQN 2021 PAVEMENT REPAIR CITY F.GA L,. 11212 DESIGNED: J.HUYNH B Nye - APPROVED: DWINNLER SITE PREPARATION/TESC PLAN STA 152+00 TO STA 155+00 G CO6 of 22 PVMT 110]' E'CA NOTE PAVEMEM SHALL 11YOf3 RED THEHE FI FlE1D 6f BE AS gIN iME CITY INSNS PECTOO R - — - ' HW CL 1/2' PG 001f22 MIN. 0' THOWESS NO EXISTING PAVEMENT TO BE REMOVED CDWYWU SOBGRKDE TO TOP OF EXISTING BASE MATERIAL TACK JOINT PRIOR TO PAVEMENT PATCHING 21ST AVE SW & SW/S 320TH ST PAVEMENT PATCHING DETAIL NTS L PAIT REPLACEMENT FOR �I STREET PATCH SUE AND LOCATION VARIES I NOTE PAVEMENTPATCHING SHALL BE AS DIRECTED IN THE FIELD BY THE CITY INSPECTOR EXISTING GRAVEL BASE, T. ASPHALT GONG. PAVEMENT OR CEMENT CONC. PAVEMENT GRIND 9!$IKG PAVEMENT TO BE RFIAUV O TO TOP OF CaTING BASE MATERIAL MIN r XI FOR RaKVUVl_ Miry. 0' UEPHI FOR ARTEAIAu SIDE STREETS PAVEMENT PATCHING DETAILS GRAPHIC SCALE AQf OF pRARw 4twmm DRAWING VERSION I REVISION LOG FederalVHay DESIGNED: J.HUYNH DATE RIJISKM! 2021 PAVEMENT REPAIR 11212 rl I u� Cen OrTiy I]250THAVES FEDENLWAY WA98004 REVIEWED: S HAIEL� PAVEMENT REPAIR DETAILS DETAILS PHDNE im)aM 27W WWW CITYOFFEDERALWAY COKI AP HVYEO OWINHUll I] w 22 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 1 60 1 65 70 LENGTH (feet) 155 200 250 305 360 425 495 1 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9.900 TO 22A00.16s. HOST VEHICLE WEIGHT OOO 1ps. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING =X (1) RURAL HICHWAYS 60 / 65 MPH 8W 4 RURAL ROADS 45 / 55 MPH 500' 4 RURAL ROADS h URBAN ARTERIALS 35 40 MPH 356 Y HURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL S BUSINESS DISTRICTS 2O0' 4 URBAN STREETS 25 MPH OR LESS 7DO' 9 2 011 TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS ROADWAY CI NG ND AY BE REDUCED IN URBAN AREAS TO FIT SO' TO 100' 6 DEVICE I MI Iyyy 00 _ `r W20-7B (OPTIONAL IF 40 MPH OR LESS) OPREPARED 48" ROAD WORK HI 48" 48" W20-7B ONE LAN w20-1 ROAD AHEAD 48" 48" 50' TO 100' W20-7A W20-4 6 DEVICE I'�R jII S AllH x n x. % x x I x w•TO I x f>, 300 48"� •x AHEAD a BE 40" CHASPACINGI(FEET)VICE a8" 48" °�' W20-7A MPH T TANOENT PREPARED 40 MPH (OPTIONAL IF t) 40 MPH OR LESS) 50 65 10 TO 20 80 41" W20A 4B" W20-7A TO STUP 35 45 10 TO 20 60 ROAD gE h x 48" 25130 10 To 20 40 48" WORK PREPARED w ONE LAN W20-7B 48" 48' ROAD AHEAD W20-1 W20-713 x 48" 48" WZ0.7B(OP TIONAL IF W204 ROAD 40 MPH OR LESS) zc WORK NOTES HEA 48" 1 ALL SIGNS ARE BLACK ON ORANGE LEGEND W20-1 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED, FLAGGING STATION S: NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT w TEMPORARY SIGN LOCATION FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS O FOR ADDITIONAL DETAILS. CHANNELIZING DEVICES ® PROTECTIVE VEHICLE SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. ° crr1 M DRAFTED: ].HUYNH DRAWING VERSION I REVISION LOG Di: r�wc�� Federal Way r DATE ;REVISION _ 2021 PAVEMENT REPAIR 11212 � bE910NE0' J]1U1'NN Centered an Opporlunily TCP1 REVIEWED 5 „AMEL = ONE -LANE, TWO-WAY TRAFFIC CONTROL WITH FLAGGERS ]]J25 BTH AYES FEDERALWAY WA OB003 _ PHONE EDERALWAY � �i W%IW CRYOFFEDERALWAY COM C�IA101WML AiMY70YC0' DYIIIAiL£H. �B o. 22 ° 36" 2 PILOT CAR G20A BIO LEGEND 44 FLAGGING STATION K TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PILOT VEHICLE MOTORIST VEHICLE MINIMUM TAPER LENGTH = L (feet) LANE WIDTH (1ea1) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 605 660 — — 12 125 180 245 320 540 800 660 72D 7B0 24" PRIVATE ROAD OR DRIVEWAY AIT FO. 16" G25-101 BIW 112 L -- j NOTES CHANNELIZATION DEVICE SPACING feel MPH TAPER TANGENT Wffib 40 80 JS 46 3D 60 25 JO 20 1 40 1 REFER TO SHEET TC1 FOR ADDITIONAL SIGNING AND FLAGGING DETAILS NOT SHOWN 2 CHANNELIZING DEVICES ARE RECOMMENDED ALONG CENTERDNE TO SEPARATE TRAFFIC FROM WORK OPERATION. DEVICES ARE REQUIRED AT TAPERS TO SHIFT TRAFFIC MOVEMENT BETWEEN LANES AND TO PROTECT FLAGGING STATIONS. 3. SIGN G25-101 IS RECOMMENDED FOR NON-STOP SIGN CONTROLLED APPROACHES SUCH AS PRIVATE ROADS AND DRIVEWAYS. THIS SIGN IS NOT REQUIRED TO BE ALUMINUM SUBSTRATE AND CAN BE MADE OF ALTERNATIVE MATERIALS - AL rn"°* Federal Way Centered on opportunity: 33325 BTH AVES FEDERAL WAY WA9 3 PHONE (253)935 27W WWW GITYOFFEDERALWAY COFI A�WO OFAFEP J.Nlrfil DFS JIM�r� REVIEWED: S, HAMEL 1 DRAWING bA1F,lsl VERSION I REVISION LOG 2021 PAVEMENT REPAIR DeY P-T A 11212 — PILOT CAR OPERATION 1 TCP2 APPROVED 0WINKLER 39 ff MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE WIDTH (feel) Posted Speed (mph) 25 30 1 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 605 660 — — 12 125 180 245 320 540 600 660 720 780 840 MINIMUM SHOULDER TAPER LENGTH = L13 (feet) ft"dULDER WIDTH rte.$) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 1' 40 1 40 60 1 90 120 130 150 160 1 170 190 10' 40 60 90 1 90 150 170 190 200 1 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 9 SIGN SPACING = X (1) 1 RURAL ROADS 8 URBAN ARTERIALS 25 / 30 MPH 2W 9 fi (2i RESIDENTIAL BUSINESS DISTRICTS 1.1 � ry R G u!, i I Ip Dlwlw'� I FIT RCHANGE CHANNELIZATION DEVICE SPACING fael MPH TAPER TANGENT 50 0 40 80 35 45 30 60 25 30 20 40 N'ORlI AREA � �®®®� n a a ®• m U3 SEE NOTE X X X L B 4B" RGAI] i•f EP. � 4B" 48" W20-1 W4-2(L) 48" IGHT LAN cLosED LEGEND HEA 48" N TEMPORARY SIGN LOCATION W20-5R ® TRAFFIC SAFETY DRUM SEQUENTIAL ARROW SIGN ® TRANSPORTABLEATTENUATOR LF' r; r.,q PORTABLE CHANGEABLE MESSAGE SIGN R 100' BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 1 305 1 360 1 425 495 1 570 1 645 1 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIG HT 9 MN1 YO 77� FrX1 HOSTVEHICLEOtiuri a 72:J0L ns < 45 MPH 45-9 MPH I > 55 MPH < 45 MPH 1 45-55 MPH > 55 MPH 100' 1 123• 172' 74' 1 100' 150' PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE I 2.0 SEC 2.0 SEC FIELD LOCATE 1 MILE IN ADVANCE OF LANE CLOSURE SIGNING NOTES 1 SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS 2. EXTEND DEVICE TAPER AT U3 ACROSS SHOULDER. 3- DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE 4- USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT) (RECOMMENDED} 5- DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 6 ALL SIGNS ARE BLACK ON ORANGE, amcw Federal w0y Cen3VES an ❑AWAY WA ity 33]258THAVES FEDon OLWAY urifty] PHDNE (25](OW 270D WWWCITYOFFCDERALWAYCOM feln�bdm a�1r DRAfTEO: JJiUYNH DRAWING 2021 PAVEMENT REPAIR L1 I„212e NO - RN ISIRSION/REVISIONLOC DATE REVISION _ - �— DESIGNED: JFIUYNH REVIEWED: 5 HMIEL — — — APPROVED OWINNLCR SINGLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS ---- I... TCP3 20 of n MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH ffm) 25 30 35 40g.-. 50 55 60 65 70 10 105 150 205 270 00 550 11 115 165 225 295 50 605 660 - - 12 125 180 245 320 660 720 7B0 540 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER WIDTH IIccO Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 120 130 150 160 170 190 10' 40 60 90 90 150 170 190 200 220 1 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 9' SIGN SPACING = X (1) PRIDEWAYS JL EXPRESSWAYS 55 70 MPH 1500' 4 RURAL HIGHWAYS 60 / 65 MPH Ill. 9 RURAL ROADS 45 / 55 MPH 500' 7 RURAL ROADS d URBAN ARTERIALS 35 40 MPH 750' 4 RURAL ROADS i URBAN ARTERIA15 25 / 30 MPH RESIDENTAL 8 BUSINESS DISTRICTS 200' 7 (2 LESS 100' 4 4 IMBAN 5y7RE.EYS"6 T A5Ncp2;55 I�MPPyNy��rOR (2)YYlA�7NDITII E �V113l:AOH AgEAS4TOBFIT RCHANGE *48" N W4-2(L) 1000' or X PCMS 2 2 LANES -R' ATCH CLOSED FOR SLOW AHEAD TRAFFIC BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 1 60 1 65 1 70 LENGTH (feet) 155 200 250 305 360 425 495 1 570 1 6545 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 1 123' 1 172' 74' 100' 150' 2 D SEC 2,0 SEC FIELD LOCATE 1 MILE IN ADVANCE OF LANE CLOSURE SIGNING SEE NOTE 4 CHANNELILATION DEVICE SPACING feel MPH TAPER TANGENT 50 0 40 90 35 45 30 60 25 30 20 40 -- - - ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ®- ® - ® - ®- -® - - �"'8 - ® - ® - - - - - --- - ® ®1 L 3-_' - - - - - - - ® - - - - AREA - - - p - p h ®®e J - _ X X t. 2L L B R 200' 48" 4g' RgAD WORK HEA r 48" 41" LEGEND W20-1 V-l(4g' W4-2(L) TRAFFIC SAFETY DRUM TEMPORARY SIGN LOCATION SEQUENTIAL ARROW SIGN W20-501 67CJ.. TRANSPORTABLEATTENUATOR LF CI`,,1 =% PORTABLE CHANGEABLE MESSAGE SIGN ® TEMPORARY SIGN LOCATION (5' (FT) MOUNTING HEIGHT) NOTES 1 SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. EXTEND DEVICE TAPER AT 1_13 ACROSS SHOULDER 3. DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANES, 4 USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT) (RECOMMENDED). 5. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 6 ALL SIGNS ARE BLACK ON ORANGE. am at DRAFfEG: J HUYNH DRAWING VERSION! REVISION LOG ND DATE IREV ISION 2021 PAVEMENT REPAIR �"p 11212 Federal Way DESIGNED: J.HUYNH 1f Garners on Opliry = iii S.kam. ` DOUBLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS TCP4 ]3]25 BTH AYES FEDELWAY RAWAY WAWA 9BW] PHONE Irw`rq� �' WWW GITYOFFEDEPAL\YAY.COh1 EDER LWAY. - 1� APPROVED O WINHLCR 21 of n CHANNELIZATION DEVICE SPACING Feel TAPER TANGENT A 40 80 35 45 30 80 2500 1 20 1 40 4W DAD WORN H 'tlP 4tl" ♦, onaa UR3 'aP 4N' %OSW 1 P4[PATQp rDs oa yr +7 x � w2o 7e W20-7A MINIMUM TAPER LENGTH = L (feet) LANE WIDTH (Teel) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 10 150 205 270 450 500 550 11 �125 165 225 295 495 550 605 660 - -- 12 1B0 245 320 540 600 660 720 - - 4Tr aL PlryYA%7CJB 1 A V TG 5 G. HF 4v 4B' CLOSED r AHEAD W20-7B Ar 4B' CAD a,• I w_8 Sr7 WORK W 20 7A i A +p' 48" X X WO 2IL) W201 R U L X X X A - . . . . . . . _ . _ _ _ _ _ _ _ _ _ _ _ _ _ . a 4 ago.. caao'u a D o-o-d_rl'CL U BtltIFStlCtli941�D -17 0 00 38n L 4o D u x x X L U2 x x uz 12 46' 4M 4tl' D II U R LVaKK �„ ■■■■■■; i 4tl' Jb' 41r W'20 t THT LA . 6E W20.7A GLOSEO 1 PFEPARED 0pM9JN9 1 E T6$xw %Dta OT 4N' Air 41 r '8P NE L eT-OSW W265R V120-79 ROAD AHEAD - 4V LEGEND WNW v ROAD WORK f{ FLAGGING STATION H p TEMPORARY SIGN LOCATION D CHANNELIZING DEVICES [V,> SEQUENTIAL ARROW SIGN PROTECTIVE VEHICLE - RECOMMENDED ® TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) Cfl'V OF 49 Federal Way Centered on Opportunity 3n25 BTH AVE s FEDERAL WAY WA BB003 PHDNE (2531BM-2700 N�rr�e�Nla WWW CITYOFFEDERALWAY.CONI EYGWnFwit ae• Wx4.7 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 1 35 40 45 50 55 60 1 65 1 70 LENGTH (feet) 1 155 200 1 250 305 360 425 495 570 645 1 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9.900 TO 22 000 lbs. HOST VEHICLE WEIGHT > 22.000 IDS, < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 1 123- 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = XAl) RURAL HIGHWAYS SO / 65 IJF,I 504' RURAL ROADS 45 / 55 MPH 500' 7 RURAL ROADS i URRAN ARTERIALS 35 / 40 MPH 350' T RURAL ROADS a URBAN ARTERIALS 25 / 30 MPH 200' ? (� 1 RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS ..IA117AAAe tq{pggTgq��p2Rp5� IMPH HyOR LESS Too, ? (2 I��i+�Llj REDl10E+31N LHipMI�ARE+S TO FIT RCHANGE 1 OPTIONAL IF 40 MPH OR LESS NOTES RECOMMEND EXTENDING DEVICE TAPER (L13) ACROSS SHOULDER. IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE" OR TURNED OFF DURING FLAGGING OPERATIONS MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. ALL SIGNS ARE BLACK ON ORANGE. TC15 INTERSECTION LANE CLOSURE - FIVE LANE ROADWAY N.T.S DRAFTED: J,HUYNH DRAWING VERSION I REVISION LOG LIif PROJECT ». 2021 PAVEMENT REPAIR 11212 KO. DATE REVISION DESIGNED: JJiUYNH RF' 111:41.lIMf& INTERSECTION LANE CLOSURE - FIVE LANE ROADWAY TCP15 -PROWO a.YWP{iLR ____ 22 o 22 AUTHORIZATION TO ACT ON BEHALF' OF MILES RESOURCES, LLC A WASHINGTON LIMITED LIABILITY COMPANY WHEREAS, Miles Resources, LLC (the "Company") is a Washington limited liability company organized for purposes of (among outer things) managing and operating business assets used in connection with the Company's construction, paving and related activities; WHEREAS, all authority to operate the business and affairs of the Company is vested in one or more mangers, and the managers of the company are Walt Miles, Lisa Kittilsby, and Tim Kittilsby (hereinafter the "Managers"); WHEREAS, the Mangers of the company intend to delegate certain authority relating to the day- to-day operations of the company to the individuals identified below; NOW THEREFORE, be it resolved as follows: RESOLVED, that the Managers hereby delegate a ponion of their authority to the "Operations Managers: of the Company named below; RESOLVED, that each of the Operations Managers, acting individually, shall have the power and authority to manage the day-to-day business of the company. Without limiting the generality oFthe foregoing, the Operations Managers shall have the power and authority to negotiate and enter into contracts on behalf of the Company, sign documents relating to such contracts, and la engage in any other acts related to the Company's day-to-day operations, RESOLVED, that Angela Reis is hereby removed as Operations Mangers of the company. Fur the purpose orexecution of the Authonzi iiott, a facsimile or electronically scanned signature shatl have the same Force and effect as an original signature. This Agreement may be executed in one or more counterparts, all of which shall be considered one and the same Agreement. SIGNED and EFFECTIVE this 1" day of August. 2018 MILES RE�SOURC//ES, LLC OPERATIONS MANAGERS By: Walt Miles Its: Manager and Member far dlc ifft Geralions Manager By: Lisa Kittilsby Its: Manager and Member Krystal Amos Controlter/Operations Manager By: Tim Kittitsby Its: Manager 4/6/2021 Washington State Department of Revenue Washington State Department of Revenue 10 < Business Lookup License Information: New search Back to results Entity name: MILES RESOURCES LLC Business name: MILES RESOURCES Entity type: Limited Liability Company UBI #: 602-870-349 Business ID: 001 Location ID: 0001 Location: Active Loca secretary of State Information X Ma it Business name: Excil UBI #: secn MILES RESOURCES LLC 602-870-349 Active/Inactive: Active Ens State of incorporation: WASHINGTON , WA filing date: 10/6/2008 Curl Expiration date: 10/31/2021 Nc Inactive date: is'.icl i or For more information, visit the Secretary of State website. puin qT071 t ehera SUS np5—i - Non -Resident DuPont General Business - 774 Non -Resident Eatonville General Business - Non -Resident Edgewood General Business - Non -Resident Enumclaw General Business - GUST00007303 Non -Resident Close ArtivF Oct-31-1021 Iul-114M r Active Oct-31-2021 Oct-28-2010 Active Oct-31-2021 Jun-23-2011 Active Oct-31-2021 Mar-17-2014 Active Oct-31-2021 Mar-26-2015 https://secure.dor.wa.gov/gteunauth/—,/#4 1/2 4/6/2021 Washington State Department of Revenue Endorsements held at this locatio License # Count Details Status Expiration date First issuance da Federal Way General Business - 09-104415-00-BL Active Oct-31-2021 Nov-13-2009 Non -Resident Fife General Business - Non- Active Oct-31-2021 Nov-13-2013 Resident Fircrest General Business - Active Oct-31-2021 Dec-02-2019 Non -Resident Gig Harbor General Business - Active Oct-31-2021 Nov-18-2009 Non -Resident Kirkland General Business - OBL29457 Active Oct-31-2021 Feb-28-2018 Non -Resident Lacey General Business - Non- 18567 Active Oct-31-2021 Dec-31-2009 Resident Lakewood General Business - BL16-00163 Active Oct-31-2021 Mar-23-2016 Non -Resident Governing People May indode governing people not registered with Secretoryof kate Governing people Title KITTILSBY, LISA KITTILSBY, TIM MILES, WALT Registered Trade Names Registered trade names Status First issued MILES RESOURCES Active Mar-04-2015 View Additional Locations The Business Lookup information is updated nightly. 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Check if your browser is supported https://secure.dor.wa.gov/gteunauth/_/#4 2/2 811212021 Corporations and Charities System � ,r ssCl�irf R�yns-and Charities Filing system fq- 11 rkr"1'IIOwl:1i1:1►►_NI[a]1I MILES RESOURCES LLC 602 870 349 WA LIMITED LIABILITY COMPANY ACTIVE 400 VALLEY AVE NE, PUYALLUP, WA, 98372-2516, UNITED STATES 400 VALLEY AVE NE, PUYALLUP, WA, 98372-2516, UNITED STATES 1013112021 UNITED STATES, WASHINGTON IDT1111iI1Ui l PERPETUAL CONSTRUCTION REGISTERED AGENT INFORMATION https://cds.sos.wa,gov/#IBusinessSearch/Businessl nformation Business Name: UBI Number: Business Type: Business Status: Principal Office Street Address: Principal Office Mailing Address: Expiration Date: Jurisdiction: Formation/ Registration Date: Period of Duration: Inactive Date: Nature of Business: 112 8/12/2021 Corporations and Charities System Registered Agent Name: TIMOTHY KITTILSBY Street Address: 400 VALLEY AVE NE, PUYALLUP, WA, 98372-2516, UNITED STATES Mailing Address: 400 VALLEY AVE NE, PUYALLUP, WA, 98372-2516, UNITED STATES GOVERNORS Title Governors Type Entity Name First Name Last Name GOVERNOR INDIVIDUAL TIM KITTILSBY GOVERNOR INDIVIDUAL LISA KITTILSBY GOVERNOR INDIVIDUAL WALT MILES Back Filing History , Name History Print .Return to Business Search https://cds.sos.wa.gov/#/BusinessSearch/Businessinformation 212