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HomeMy WebLinkAboutCAG2019-027 - Original - Northeast Electric, LLC - Kent Valley Signal System Upgrade - 01/24/2019 ..0.....T Records Management Document CONTRACT COVER SHEET This is to be coripletr_,d by tht: C. j�-Ikract pric- to subinissiolt to tile Cl'tY C!lm Ws Gfhco A portions are to be ,,��)rj,:p 1 e d, It you have questi(�fls, IAoase contact C4�'v Cierk-'s Office at 253-856-5725, Vendor Name: Northeast Electric, LLC Vendor Number (JDE): Contract Number (city Clerk): Category: Contract Agreement Sub-Category (if applicable); None Project Name: Kent Valley Signal System Upgrade Contract Execution Date: Mayor's signature 6111,1 50 working day,, 'rerminatjon Date: Contract Manager: Kelly Peterson Department: PVV: Engineering Contract Amount: $8027869.00 Budgeted: z Grant? Part of NEW Budget: El Local: State: 1-1 Federal: D Related to a New Position: 1:1 Basis for Selection of Contractor? Bid Approval Authority: EI Director 0 Mayor ® City City Council Other Details: Improve the traffic signal system in the north Kent industrial vallev. Includes 5 new traffic signal cabinets, new controllers at 20 intersections, flashing yellow arrows at 14 intersections and 5 traffic cameras, ��1� 1� � �� � 1�� � �A ��w�>L���� Wi���� �„ ���9� m� mu � � �. m � �� "�w�� � "� d�lm a I w urea.. ��,„" �N I�no� d�-.�u� aoM� Noi � nugii ',,. ' M.� ,i,..,� I� ��Hm� fit' V ".� lmim � �p I V G:,.„ 0�4 �I ��, t�,mr I+awn "�d' dSN G um � � �� n.� ill '� pl4 � ii� p nrm � � � � �� '�� �o °� .? uo haw ' �� iw� i Mpg ��...�� IN � A!� im 7 w1M�,' � =„ua '� � Ih� 1� �d IIV I _ �IW �'� � Ile �, � 1(� I�dI V��I�(d� a �� Id�� dy�.'i� ��ui�lll"vmvi ru ��Nd Vuiu01� � ��u„�II�V�1�11� v�„ i�d�i r It N„„ a`, � � � �"➢9 "�n V�� �d 1tl IUu4!H.&�� P� �� u n F IX Ne � t i A ��."' �IM vY�,, `ipy�ev ul �@� p�a� pim �f QZ'" � ;NM a "�^ ryl �� �mi jt i ^ '. N Itil I u II �'�M�V� ���".. �d� w III ,�,^ �!NII IIN�Wu)am„� �dn,�N�,.� � �N�� u�am , � �V IL ,� � n��� PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director a 400 West Gowe Kent, WA 98032 K T Fax: 253-856-6500 WwsnirvtcI r4 PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON Kent Valley Signal System Upgrade Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 ADDENDUM No. 1 December 6, 2018 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: All III.. CII°IANGES AIRE R.EFILEC"IIPIIED III RED I - BIDDER'S DOCUMENTS The following changes are included in the attached replacement page 14 of the Bidder's Document. Bidders must use the replacement pages. SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6095 8-20.5 34 Provide Controller with $ KSP EACH T,S1 °"D" Connector Adapter Per EA Hairiness II - KENT SPECIAL PROVISIONS Page SP-69 - Section 8-20.5 - Payment ADD the following payment description: 0 a. 3 The unit contract price per each for "Er y gr1t .� '11[ °^D"° Ir d P l n°I le "" shall be full pay for all equipment., Y G, Mayor Dana Ralph 1 I - APPENDICES Appendix 7 — State and Federal Prevailing Wage Rates REPLACE the Federal Prevailing Wage Rates with the attached November 23, 2018 update. END OF ADDENDUM No. 1 Chad Bieren, P.E. Date Deputy Director/City Engineer Attachments: Proposal: page 14 Federal Prevailing Wage Rates 2 SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. OUANTITY PRICE AMOUNT 6095 8-2 oS 34 Provide Co ntraiier wit1h $ $ KSIP EACH TS1 "D" Caalmi Adapter Per IEA IHairiness. 6100 1-09.15(1) 1 SPCC Plan $ $ WSDOT LUMP SUM Per LS 6350 1-04.4(1) 1 Minor Changes $2,000.00* $2,000.00 WSDOT CALC Per CALC *Common nrice to all bidders Schedule VI Total $ Kent Valley Signal System Upgrade/Peterson 14 December 6, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 Grrnc-i ,t1 Door (at Nutran! Jio 00 j I I /'I,i/2O I if vok I !;ufrut uodod Nklnnj,,A I f)(A I Iton uiduawi - Vqf(::(h IPI(l I Pl'u, : VAauhl u01.on Cons[ m I I "n Tyll)(i r II(Thw(ty ("durl 1,tis:: Nluidli nq[ on [ '0 (u,"Ide N (Clir'fo'i (1,:X,i I Idju'i [1,0 1 . 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IPA My I y to Wool r 00 a !HNj1s I only 10 1,1"(1 firs ii; ti,worl IfoldI ridA d, I or I u d [r)(i 1,11(doit oo( ho [ h of 29 CFI, V I (a) (2) (60) , Addi [ i ,nol information No uon[ rain ov rOLP11 rKnOnks and rIJOJ kij orot (,Limos und"i 111(i NO I ') "W'IA 1uhle ,rL dviv"'d'O d'A'u Flodt I icd( ion Nuody'r PrIbI 1( 1I.Ion 0 o1/H50018 1 01 /12/2018 0)/?UY018 3 0AN b/)O 1 8 /I (SMN018 08/10001H 09/ J4/2018 UQ 1/2018 10/ 14/yO10 10 11/02/1OIR It. 11/23/2018 CAR P0001 DON 06/0) /;018 /Un/il'u;r REITTON, ( THIIJ4q, (I)WIT11A, tMUG1,45, KIRRY" 'RANKIAN, (o\Rf"HIht)' (WANT, KITTITAS, KNCOW, (MANIWAN, PVNIA ORN I hkN, Tp()fP\NG�, (,ij\hf'A WAhLA, WHITMAN, and YON NA bunt A i Ul I Imur (0,11PERPMR (T(MP I . . . . . . . . . . . . . . . . .& 33.40 1 6 10 CROUP P . . . . . . . . . . . . . . . . . . . . .$ 15,01 1803 (PR�)Ifl) f. . , . . . . . . 9 I it . r':l' 16.40 I)Ifuull /I . . . . . . . . . . . . $ of wf 16.40 CROUP 5. . . . . . . . . . . . . . . . . . . 1 10 (MOUP b. . . . . . . . . . . . . . . . . . . . . 1 40 (W 0 1)11 / . . . . . . . . . . . . . . . . $ 30 16 1 h. 4 0 UROUP R. . . . . . . . . . . . . . . . . . . . .$ t i2 10 40 (�I"(-I I I P i . . . . . . . . . . . . . . . . . . . . 41) WA180001 Modification 11 Federal Wage Determinations for Highway Construction 2 r' oh, "wir,I T'( j T,('1 1 !TT wJ( :T (:11 1 V T"f' [)!I I'q' J i j (ITT 11 W)fw IT rIr q' Or":k j:Td v"T)"I f 1 ) llfs 01), 1 "Y" ()j sr Ilid! P IT1 T, :1 no , r d, i "ITT T o T d X(T:ITI: I 00 1 w"I I'J"' i T, I NP, T i r free', ft1 1 Oj( A Pv V,1 1 ;AKH PIT:� HI (:I 1p�h� 1 f 1 iF A,: 1 N N/11 (�f ( Trip 1 oy, TTII 1 T"T f f 1,(,!, [ ,rot p r f 50 WA180001 Modification 11 Federal Wage Determinations for Highway Construction P 3 PRIVAUM toy PUP( MVIM! 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Iq I Ovivi I d[ or or ssid) I coral PIW ",;[ vs- (,�I 1)1,h I nq 1,14 Ail L R i . ih par low r owns sdiim lo she l''J( ol p)I Ann -Iv I,IV,,l A. oupp I i od I I i I I o I )I? I ded 1 11 c(",u j IAYI(;l ioa with ') shoollic"Il mli [ 11 =Kk A i $1 .00 por ho ([i, - J'jjj ,r 1 (,\ir� j 1)[ jjj �po I fj,] jy U[IC0t)os1,I[ ed ;uil rn [ h a i'df (rillijillod b( ool,111 [ly irooll''ItHii Or ,I rupplisd AII lore. --------------------------- ----------- - -- ------------- -- WA180001 Modification 11 Federal Wage Determinations for Highway Construction Page 5 CARPO-770-003 06/01/2018 Rates Eringcs CARPENTER CENI'RAL WASHINGTON: CHE.LAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTIT'AS, OKANOCAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL. . . . , . . . . . . . . . . . —$ 29.15 1.3.93 CARPENTERS. . . . . . . . . . . . . . . . .$ 29.05 13.93 DIVERS TENDER $ 48 59 16,12 DIVERS. . . . . . . . . . . . . . . . . . . . .$ 97.43 MILLWRICHT AND MACHINE ERECToRS. . . . . . . . . . . . . . . . . —$ 45.42 16.12 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COI,LARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING. . . . . . .;{ 44.17 13. 93 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON ALL CLASSIFICATIONS EXCEPT MILLWRTC.HrIS AND PTLFDRIVEPS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city cenLei of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton AnacorLes Penton Shelton Yakima Aberdeen-Hoquiain faccara Wenatchee Ellensburg Everett Port Angeles Cenl,raila Mount Vernon Sunnyside Chelan Pt . Townsend Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1 .00/hour 36-45 radius miles $1 . 15/houL 46-55 radius miles $1 .35/hour Over 55 radius miles $1 .55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hail , Tacoma City center, and Everett CitV cenLeL Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ . 70/hour Over 45 radius miles $1 . 50/hour WA180001 Modification 11 Federal Wage Determinations for Highway Construction Page 16 CARP0770-006 06/01/2016 Rates Fri.nges CARPEMTlt.R WESTERN WASHINGTON: CLALLAN, GRAYS HARBOR, 14.L.AND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only) , MASON, PACIFIC (North of a straight Line made by extenda.ng the north boundary line of Wahkiakum County west to the Pacific Ocean) , PIERCE, SAN JUAN, SKAGPIT, SNOHOMISH, THURS'I'ON AND WPATCOM COUNTIES BRIDGE CARPENTERS. . . . . . . . 43,92 .16-12 CARPENTERS ON CREOSOTE 9Y%J"ERIAL. . . . — . . . . . . . . $ 44.02 16.12 CARPENTERS. . . . . . . . . . . . - -$ 43.92 16.12 DIW.1RS TENDER. . . . . . . . . . . . . .. 48.59 16.12 DIV1RS- - - . . . . . . . . - -$ 97.48 16,12 MILLWRIGHT AM. ) MACHINE ERECTORS. . . . . . . . $ 45.42 1.6.12 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SET-PING, WELDING OR CRESOTE TPJi,ATED MATERIAL, ALL PILING- - .$ 44 .17 1.6.12 (HOURLY ZONF PAY: WESTERN AND CENTRAL 4ASHTNCTON - ALL CLASSIFICATIONS EXCEPT MILLWRTCHTS AND PILEDRIVERS JOULly ZULLU Pay sIldii be paid U11 JUU� luudlud uuLsidu oi Lhe free zone computed from the city center of the following listed cities: Seattle Olympia Bc�iinqham Auburn RrernYr( oo, Anacortes kpntnr 1,1 ,1 'nn Yakima Aberdeen-Hoquiaur Tacoma WenaLchcc Ellensburg Everett Port Angeles Centralia Mount Vernon S=riyside Chelan P,,, . Townsend 7oo, Pay: 0 -25 radius miles Free 26-35 radius miles $1 .00/hour 36-45 radius mi ]us $1 .15/hOLLL 46-55 radius FL11TS $1 .35/hour Over 95 radius miles $1 .55/hour (HOURLY DONE PAY: WESTERN AND CENTRAL WASHENCION NTTT,LWFIGIIT ADD PILEDRIVER ONLY) Hourly Zone Pay sqaii be computed from Seattle Onion Pill, Tacoma City c9r-t,Pr, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 15 radius Miles $1 . 5O/hour WA180001 Modification 11 Federal Wage Determinations for Highway Construction Pa [; 7 N11KC00,1�-00) 0 CAI,I AM, ,If I"FERION, K I If(; AND K'Vf oAf' 'OUNT I j, n q,, CALT,F S'f'LfCJI'R. . . . . . . . . . . . . . . . . . . .. I H I E LEI CTRI C IAN. . . . . . . . . . . . . . . T, N 1)0 4 H 00 0 1 1 o 101.8 'f,A I t/,' K 1,T('K f'f'A'f' 11 i\1) ; (AMA N f A C A I t I f 1. �tpjkf( IX. . . . . . . . HOUIULy XONk PAY: f nr Ly X, r 1 Pay y 31 1 1 bo 1,1 i d mi loho I I ed ("m1 ,iAli of tte <mil;uI A I Qom 1110 f,i [ Y •Ilt e I' of I hu f o I lowing Po Y 1, 1 j n, Th(. D'A J; ;„ I food 11,1 ve j T I I a[Tiook, `;o,l�l I(,I(' ,and /\c t I j ,I I;, 1 31 0 1]1 i I (Voou, /,00(, 2: M Tqj I 10"ho I I r o I I -,;>O in; 1( `i. IO/hmor 'don lt('Yood (tO tni 1(?',, � 9 00/hOur Sri- m 1, mile ; ej I I v(�I) ,;rig on Doom 'n" At I )o USA .'000 p I w; --- ------------ --- -------------- 0"1 OI/w 1�ml7j 1IN) S)Af1K1/ 1kUM[ COUNTY R'A t j CAM, ;f11,1 CER. . . . . . . . . . . . . .. 14 .22 1 , )0 ELECT if I C F AN. . . . . . . . . . . . . . . . . . . .$ 42 . 60 22 .75 ------------- E L[ 0 0 0) (I I/()) /')Ol 8 YwAT'Lt "I']RR Y, T,I NCOIA, PENt) OREJ F,fJt, POKANI,�, TTEVEN t "AlITUIAN "OUNT R")I t,T 1 loo!� CABLE .SPLICER. . . . .. .. . . . . . . . . . . . . . .t 34 .1016. 60 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . f 18 .40 WA180001 Modification 11 Federal Wage Determinations for Highway Construction -- - ------------------ ------- EIIEC00 /6 OOE 0 1 /0 1/)0 18 (E:)) , ME) (NAM. AP r ! Wil CAUILH, SphICElk.. . . .. . . . . . . . . . . . . . . . .540.05 Y4. 49 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 40. /8 23.01 -------------------- - M !"C0 HIP, 06/01 / 01 8 A'L'l lN, LAR!, if, ki), El ]' ;'I '/W:' WPI'I'A (ABLE LPILENP,. . . . . . . . . . . . . . . . . . J0.60 FhE(,TPICIAH. . . . . . . . . . . . . . . . . . . . . .�,) 43.50 70.5/1 - -- ----------- - - - ------------------ - l)0 �)G 0 1 0 1 �� RE i 1 Li, A SHE .:Xf "M'l 1 i'of P'O f, . . . . . . . . . . . . . . . . . . . .$ 44 fl, V'Ti li f I C I)UL. . . . . . . . . . . . . . . . . . . . . .$ 44 , 95 21 12 ----------- - ---- -------------- - --- ------- ELECO191, Hot 06/0100101 CHIC AN, AgallAY, nRWO—AWJ OKAWYAN (MUMIKR CNUX SPLICER. . . . . . . . . . . . . . . . . . . .$ 40.82 l7 . 63 ELECTRICIAN. . . . . . . . . . . . . $ 12.45 21 . 34 WA180001 Modification 11 Federal Wage Determinations for Highway Construction Pri 9 ENDI0lO ' 00 (J6/(11/9018 CIII IAN (G1i ,1 ("-"HN I OTH MNRIDIAN) , i rAf, AM, ISOTRO N (WENT OF TIIf I , f1T I IMI n I NIIlk) , (;RAY'S HARBOR, I i1 AI1dD, Hk 1 [ ER ;0lkJ, KilVG, KI SAY, KUTI1AS, MASON, Gh1111OCAN (WEST OF THN 120111 MKPlf"AN) , SACJ fONA, eKAGIT, `ilVOI I unit 3❑, 1J 1111I'Vblur AnD YAKIMA (Gil ,P 01 ITI 120III MEET II I1rhl) IoutI11 RS 1 (0--a. I adiac nn I"s) Imic POWER QUJPMLNY OlSRATOR (,coup IA. . . . . . . . . . . . . . . . .$ 44 .44 19.97 (;ravip 1 AA,, , , . ,. . . . . . . . .$ IS) )9 Ir1.97 (haoup I AAA. . . .. . . . . . . . . . . . . .0 45 73 IJ.97 (soup ) . . . . . . . . . . . . . . , . .$ I3 1) 19. 91 (;Ioup I . . . . . . . . . . . . . . . . . .. . 'r 4S '3 I9.9-/ ( soup I . . . . . . . . . . . . . . . . . .1 40.01 19. 9� Zonr, Ditteia,ul sal (Arid to I"ale I rat gas) : Lonr� (90 4 r I ad [ ja Ili ZoIIe (Ov('I 4 ) IadI (IS IT]I s) RALSNPOINS `; Ahea (]Non, Re I I I ngdnlm, Isr ,qeer I is, l�v,l el t, k(,,f Mums( Ver coin, PorI A ge1.pi, I OnL frawu ;eno, HsiI LIP, Ele, i I_on, wo i ttch� r•, Y I l POGiER ISQO i 1'llil NI UPIIiATOPS ( IP" " IrI(;I{f'1 ONS GR(HII' )P.AA Cl )nes rear ,00 ton „ ('I 300 tl of hoonr (rnr IudiIfq I I h with nl l_artinwor 10 GI(()UI' IAA (') 'Alms , 00 to i00 ( on• , or 0 )0 f t of 1) >: In ( mcludinq IAh win attarImPnl.e) 1 lowur crdnra over Ila it, in he fight , ]wse I asoom GROUP IA l r inns., 100 Lono Lhru 109 Ions, tar ] S(l it of 1 i 'Sal ( Inaludinq jib wilu al Lao•l am nt.$) , r „in(, ovortncc d, 1,rrrdge tylxa, 100 1 a u: oml o vNir 1r'wr r or lito up t o 11.) I in luair)ht ES 'e Ie Yhorm, roed(�rn rverhe"NI, it y-aid9 , .aeid over, Shr>v'sle, ear: av a t_or_, lbackhnpo 6 Navas and o ,pr with a l l achmpnr.l� GtbXJP I -- Cahleway, Crane , 45 ton , Lhru 9111 Ions, under IM) ` L of boom ( IncludiNq jib wills <allactmenl.q) , Crane ovulhpad, Llidga tyKu;, 4h tong Lhru 01 long; thurrl( dS on building work ;b ; 1 ecav iron, ,hovel, taaa de os ovot 3 YdIds and ranrd(�r (I yards; Ilo Y d 1 ai1 end dump arI IcuIatIng o7f told UgUilnnent 45 yuidm and ovor, huaader nvCjlle.u) d yard' I:o, kril not iur ludlnq r' yorda; Mu kinr) oust hinr9, rnr Le, tene,J , rdi 111 and/or shield; guard 9, HD 41, D--] 0; RumoLe cuKroal operator on rulAmr l Ir -d anIII1 ul)vIeq atlas rnuen t, Rol larlun; Kul n selI pr DIES I Icd 15 yards and raver, ,l iDforai la,ivers; VonspoiVerm, all truck ur track type WA180001 Modification it Federal Wage Determinations for Highway Construction 1 10 H,Y 1, if I lrl,i� hill, ( lippf I TI,A[Ic OpT f A,) oil,I ( III I ( r Cil 10 I ljl thin n 16 1 11:; wi 111 oi, f f i if- f) T r �,l 1), )), i,I q I T,p, i, T4 f III I(I I k I IT I 1 6• 1,I I Ini luck rilo i I if IT:I �sI l IllInra7l I IT f I ck ITT I III I /IJ^ r k PUI1 1 1 )f)v I IYIII I I fi rno ,Ili If(a) I , ,Iratlr , 1❑1 ,v I) l f if I d!i , 11 I I r I i II I I I (J lif,Lr I I II , I I 1 1 if 1 1 ( 1 1 d 1 ITT I I it I I ij[I if I ✓ IT A I o f IIl I If if I; H ,I Iz,rrl IlirlIYrr oIial fJIr11 rl f IIr r 3 f I ✓r II f:art I III ii,I o youI u I,f, ulr r _ pl ,Ifit I j f)T ,) ,, fI I M I I,I i lr : - 1 1'T I ✓ r I I To I I (I r TI flni uulrl, flit II T I, fr,lbrat II13n ( jil, II I if I 11,, I o o II II I Y I Iran, ,I,rf tier, of t t I IT I I i I I T I I I I I A I)(,r, I I I I, I j, I (ji ITI[I Atli I I) I I (, aITila; I f i r 4 I I Ylr II' I Inn i, I f,I I fTf ( 1 1( Ir I T I [I),I hlnC hillA q q Y I x r fmd I r IYu IT f r me I I /( I I I I (A I'I I I I IT o I 1) 19 )IT w I E. fIT, I III o I r r I J( I, rsl ()1) [[1 )1 1 T,I hbrrlII1 3000 tits. ii,I ,, r , I I atLI her ll rfI HIT f T I I I J I , iA M ; Of,t ,f (If 11,1 1 OT I (T v it (,I dun III IT)T) I Igl J,!'�, ( I ) I ,w I I' ll, b,I o I(,%/"I or :; il"di III /1"f,oill I r If( IT ov(,, 1 0 tIfit , ho pjlr 1, r 1 (T T,T 1 1 If(] I /I if , l 1 I lim ,I I I, It I, I A(1(,1 I orrl 1 of 111 n fl i 1 111 1 ()1 r 1 1 1 1 c 1 f❑1 1, I 11 f r TTII II I I I f if I II r.l I Ilse t I „I I 11 I I I I I I d 8e I r I r'l 1(j I if( I rjl I I 'All, if I If 11 1 11 1 Tiq III,IcI I 1 11 1 1 i(,1 Sr I I I I,/I)r I v I I 1,1,,I II lf I f Ind ,I I if i f I tif I f Y r ,al fr slid I ,A I T I I I I I if( I or Al" Tjw ,l vhf , kr rr `.C:I ( 1 1 Tq, f I h I � fI_;, Irlrr 1 000 I I I, I h ),,Jlmv ]if I''Mir II I I T I IiI I 0 I ,I i,,: mlj ulll,k rr ()I I Iu I f I I I r 1 1)1 r d I I, I lili I I oil ,lidd ff:) I I IT j19 p( I ,I - 11 , (,ljf( I I I I r( j k I IT(„I ,I o (I I (j(i of I I I rr rr p I I I)I T11j vi(I I I I I q�I I flak 11 1 It( I I(f I I T I'l I I,I31II nI ,eP III 1 T r,jo I Y I, t ,I I ITi I(, I (, ,,IT q u I I I I.e f lIl I I Iles I I Tr Y A i o I WA180001 Modification 11 Federal Wage Determinations for Highway Construction P d I.A. t tA N P J,f 14 U 1 12k XA R HO I J WAtr'T! MAP I It IA , " ,(timel Its ,r j I ('I j f t c I t , , ific o 1, i ,r r; l" i I k i fl��i (o, a ,"t •I a I I Y deo 1 q n,i t 1 x,i i A n i l r i frio i L,,aII Lw I q I ti I o for coiilp, ns,i 1,ion i r) a, coi ,l<tucewills 1 lu I J owing t,)op Fclled[I [o r(-I A 1, i Ful to Ule F;oo' [ of I I lix'l I w,i;I e -u, ('11 t i rtod 1 1) the rp(w I I i(' I /—I i doll!F w, 1) -0 1:1 i;i I e tt 1 f 1(1-3(, V"'Jq" i whin Orl i h,I lo l dou i v,j<d si t e vFh(ol no olj t'f i [ [ (�d Wi I h p) I I ve I'A hI �q 11-2 (.1 !1!F t Ro o� V,(A q I (F t plus $ po I lunrr. tt C I t 5'A 5r � V,o o C ) ot < p I u:; l'0 1 11olir . A° ;il i I t{a!3 a w,i r F ii s j hu[i r NNO 10 "1 i 0 0 0 0 6 0 1 01 8 ADAWl l A S'YT I J,1 l3foTTON UtIFLAN (I AS T OF Tttf 12 0 VJ I ME R 1 1)1 AN r!()kuMB j A T)( u F;I /uS (f,�11 1, OF ,r I I t I or1tI MNR 11)1 AN) , PERRY, , KPAN K t,I 1\1 GARI, 1 EIJI), CRANT, I I N C 0 N, 0[AM 0 V ill (1 )V3T oP r'[tj,t j}()'f'f I MDOF f I)I AN I , PENO Ott J I lA ol S1 OEANE, ;Tf VI Nt VlAkkA lVo,ldt, Wl i I TMAN AM D YAK I MA (I Vi:3 1 GI 'I fII rZ01d U[KH I D I A N ['OUNPT I t']: f( It ('S t'I I Imp? 3 Olvji�Nfv oOt"P/rr'0)F r ilk0f)P I . . . . . . . . . . . . . . . .$ GROUP " , , , , , . , . . . $ I / , It 1 9 G R()()[1 3 . . . . . . $ "8 .I 1 4 1 () ( R�XJ 11 /1 . . . . . . . . . . . . . . . . . $ 28 ro It. 95 (;POU ). . . . . . . . . . . . . . . . . . $ 1"o /r 1 9') ( R(Xj .. . . . . . . . . . . . $ 9 04 1 1) ;IF()ti / . . . . . . . $ I9.3I It 95 ROU 11 . . . . . . . . . . . . . . . . . .$ 3o.41 1 9 X Oil N r I f 1,t'IF I, 'AT J A f, (Add to Y,i , I t 11,e) r Zolo' P .00 i'ii f I(' 1„ W i I I i i 1) 1 Fi ril I I t uliut of `,( ')k"I Fri i P,l�i (l, "i')r I I I n )Long '(�w ,torn, Idaho roi 1, i:: Oul :, i o(, 1 , Hole r id i UlF ot Spol,orrio, T1,Fo( o, i Fiq( )tl, f,('W[ t atn, Idilhi, (All' R E U t J I P[F,I OFF 0 PE It A'] R ('I A 11, 1 Cill I ON o G P 0 1 j le It i t I, I T'd"J,'I; lio Th I u)d i rl q Mai: Ili i("; C(olp r I ir j u r 2 0 0 0 ( P rf[, y,F l t, di, ( , o) (,Iry t [ i r, pom,3 W, "i F I( I''I I [Yloll Fj Heil I (�j Tellijor Hyde o (,o d o i , Pi I I ho r I I J o r.Fr Ivan; 0 j J(,-I OF i V(al i n C'i I 'P(' Idor,, M Fir c I.i )1 4 Nlr,l,iIIe, I ry I pm1 a ilg Ro I j(u i, '-i t I l'Y F) on n s F or,l I'Ad(er i Fl( I ud i rig i i I(i chip ( (",tiro(,. a ,nl type, 1 A:Oi F dutill Olen'(' l" ii i II I I I F 01 ''onip,w[ i nq V[b r o to j-) , '•X(:Pp t w lion )o I I ort by I lo,� !i w i IF if I'll'Jil"; We I d 1 nq "'wh i ; r ollf" 0 i I('I 1)1, i ve F ICED red) & ( )h I(' Torldol , vurking MCF( him, WA180001 Modification 11 Federal Wage Determinations for Highway Construction 12 1, k sIw11 , d r I j t!) /, sat t 't[I t R,,I I I,{ n-al ion j it I IJI 1 1( r f100 ()It) ; , 1 i;I ,intI,tuI Ole r j ,�r , 1, 1 1 [;'1 1 1 I)11 ) q , ur I i1 u'I I,I i, j `"( r 1 1)( 1, Lr It I 1( 10 ov;(,1, 1 ,i' (,1 f ,:I,'I I I Cf itt,'I I 11 j() III I I t t I n t m I I it it I l r I I I 9, U I)t, I it 1 , i I fi 1 1, 1, k i i ()r I r If 1 '1 1 7 1mtt .. , n It ii ti I t) I 1 1, I I tlf, U;I I I to ittla I ( 1 ✓,I ,tnd '011 k f ,Iig1 UuIIl1 I I it ; P,I x v mi, I I om.(o r F, !I I III I ,trn low I I I I ,I, (I I Al or t jcl TarI I1,t r r I I I t ,i la 1 ry I r j r I f r I I it I r 1 1, C I'rr 11 is I f i, jitt I r I) 1, 1 1 r 1l iI Lain it, o t? 1 100 1 , I k f I I et ( ( .,,ud E6ii I IT]I Ix tulle II 'ji t , "j 1 r Iftt I i, P"t I I I n I, I, I(1 1""1 c1 t I I I' I r.,j k y is I I 3yI r t01ri,I I o t, I binu Ii11t 11.itf I II q, I rIo i, 1 (I l ul, F :u_tr r r i, I I I tit I 1 I r 1 I r / I I f) 1f I r I I t,r, A,t III I ')I I I It I tI n( r I I IIII I I I, ` MO rr hilt ' !it t' r1 Iv: I r n I i r I i„Ir. AI i I I o I f ol I )I, I t I 1f d. I r i , 1 r I trI (,, Lo I f i I I I i(j T r I I F I 1 1 1 1 I 1 h 1 c f l 1 t r i j I t( to :)( ,I[ ( 11) :: rs.0 I ,( ( I U: f I VII I, !I I fl 1 1 1 1 11 r "i I burn, j I' c.ily, ur , Ifitf I I f I t yi I I jut 111,1 11 r j r Iloi I f2 Ut It dt I t rr ,I )u, I t It I Id, j I I I d t I t ,'I ,tot III Su. Itz Ik 'I I t, 1 1 3 it 1/,) 1 m 111 W � u t I 1( [11,1, 1 I I t IurnII j w I l'i I, °3 I,r n I I I q I I I 11:it t II 1tc - ,"r, cir I,�, :I I ut ,ur t, ILrII I) I r WA180001 Modification 11 Federal Wage Determinations for Highway Construction P 13 BacPhoo (Tim In )00 nwl i Hai k4w; & IM Kurt dil"K I 3//1 Tiff C,)t I y cou ( A, t3oolf T r colf i I If I d"i S1, I (IoT) ; CI -nice SI" ,f To f, I I IT oal ) , Y i at "K TIMM[It R I Tw;I J,h off , "Ifilaho [ I , I i,)1 T ifo; Mu , 1 c J, n! I I I ou!I (cI t(An r III) I oI IS) t Di I I I I rly T:qu I ullont I! .lich IT I , A, ova,, (-ioiu,I it'), I ovol oe I (c] III I ion b n I MIT A dy ) N How Jdm; of hSAY I vilul A p4inow n 1 I'av 1 101 it Jo I di am) cv,id Ticick kinor Ora,Y to, i ,So 1 A IT i I)[ n "a f r iqu I 1 ion N ikfl [Rl I Iwo] 0AA , ()aS T ovo I irld Ural (Whii Wyn, H I qh I I no Him",I [I n,ij I,! to.um I,T 1, (', j,, (.Ijo( lat Sit R)1) 6:: 1kcj)t I J I ( !I: IJ I I I Of)a 1 01 01 AHI IWO lkI If"I I )oe I (1)1 1 chon IN I rimit a) (An! oqrddo, MU', ja[R,Iqj a Iujj 1,)) Ili atf III() f (') ; tl,fc�,no( (I[)[) qf,, orld ove, 1 o A10, 000 Ila) If )olldaoos Hue Ram 3/1 yd. 10 S1 Q A : Hat , ]( I ant (,)it c I /I t 11,t I I 'it A If ,l Tat I" ()[)I,I IT I'o, [III I I, I I)I( oil I I 'I, ) T. inc' . TA All I,d" Op" - ') (Iflo I o I I,al , ,1 If ']I I Al[lu,11 1,S 1 , ( stile "oll A,I „11( I (I rfjau A ch"i ) : r "III!, u:t in I Ifu I I pa opu I lod wi A 11 [)1 0,In) Co I I of,I e ciJull I Room ]'I' b, <; l 011ni I' o 1 1 o forin "YVol C, filo'l (ovo) ,a) Lon ,, I o 110 1 1), 1 un I I ly a):f) , 111 ,if "Icimu"It I if I it( I 1)(A I !)(A ( larwhol , di J() I la Cf doho GI I /,at e ( 'p( [I I lo I'Ian[ OE,cY If I I � I)o Toc , t"l/ R/T ,, ,I IS I I ,I ; Uri I I Doct II Lot(Ini, upel Y[ Ill f I (S)I ('If(] A, otal 1 It oud, /I lI I )c I . 4 ydN HU I L I p I P Hovpr fin I ! i if I I It S I a]to I)I If In I,jo I 1/1,wh 1 1 Ot,plot It ald row ( o, I) y (olud Y I"I, f IT Simi tat nqu ltlullunl ; if(I A.", ITT III if.. ;hl r1n a a A)I TO I A, I v( li al I ) ; Stot o Ill I I I (I>winn,, ,t q r I nde r 1 1 i, r,ipoi tT, a I I , IT A)] n) , I I',(,(I y .Scn (anI Opol if I, ; I t pf , ) ; ]'I eflull I Ilq 14,u pines ( I [ [ IjIn)t IT oV,,l A If hui Boa Op"I' l, or \/,A(., „r qur or, f 3 1 IT c I Sul"Siol Circa AM! ch T' Iuf Opot [I or (Rc cyolo I , (in) L I It In Train Opo I''Il IT tiec"S l" V I ") 1 11 Mobs I ii Il'If Opo I I o)I (F),Io yci o 'I I I [I) (VOIl') / :: fiI (aver I 1 0, 000 qw) Ban kdlc,�o IT too Atom (,A YU A, "vol ) ; Blinn ( finKh A, b I IT u I op) fall uju,il ir, ('10I , /,If(:, Ic 1 n I ah AMOY I Hub,j 1 IN[ lar ilt a used n; tod nwA K (:,I I, I('ffav Opel If t u I n; Coll c: o A I, "I no I I I S a( lo ( of t 1 , if'I I alA of I 1110, A I I it,, (,In;, IT I at, ; ( "I To (f)v n I 'I ) I I It f i T o IS I( not a lading A]') I oTIS) , if I 1 111 arIlm"Ilt i w I If,]( [to oI )TIcilhe I I and Olh cq I Io, DfY I , I, 1, i T, N I f I uyo (I'') t Oil, 1, 1 So I ; IT I c'I'l 1 1 R(j I fo I I 00 1 J,"W qw) ; 11no, aqu 1 pfiHnk roku i, n M,n at or ; Ivoidol ( t 1,0 (hut I (" S I'UV(,IVI Hit KIP111' I ul S!Cllaft)cj ( I R u I I a r) ; 1") 111(,rc (ov,•, hoid f, I I oil! (aid, I'll , tt Aldi . 10 10 'uJO fil'Uhar , I i , l `3or"lpoi I (1,1[j I I fill () (at(A I rl,3 Iaj 1,11 lit To, of Tool I mar (Iv vynk ,h"VIA ! m 1 3 PIS . & -vP 1 1 ; WIK f I a To & H YaRadowdo, Akk; i1 ,D. KI u; H.U. vl`,-Ifd:i ) loydr,lYi0d, A, a A I r ru T If A " S (( ( I d1a)f(i r 'Olu"I n r I y 111W;I m I I ')r I ; I) I A I if H 1 q!1 I , ;oc 11,l? It"'T I (:T I I i I (all I I fit Fool :i yo;I ;[Il Op u r I I If I ( A(,), 000 yv I ) ; Vacuum it I I 'I ,no So Opo, II I)i GITOMI I� :: l ijoat (T3') , oI 15 if I lit aver , ill I lug ovol 1wid, Y-0 I 1 "01 A Is",t ) , a I Hhh ny cyan , t'l I , (1, 111 1 1 floc, L,Tflder (ovo, hl' i, Ind front �Ild, I IT P,m oo c[ld ')'I('[ I 1 III'! loop[ of ITT 101, WA180001 Modification 11 Federal Wage Determinations for Highway Construction page � 14 BOOM PAY: (All Cranes, Including Tower) 1B0 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale SITE: In computing the Length of the boom on Tower Cranes, Lhey shall be measured from the base of the 'Power to the point of the boom.. HAZMAT: Anyone working on HA'ZMAT jobs, working with supplied air shall. receive $1 . 00 an hour above classification. *....ENG 1061.2--001 09/2€3/2016 PIERCE County. ON PRO:JEC'IS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PI,IIS FELL FRINGE BENEFITS, ON ALT, OTHER WORK, THE FOLLOWING RATES APPLY. Zane 1 (0--25 radius miles) P'OW1 R c+ r.'aF.a�swt,..r' I° C,hPER.F.TOR GROUP 1A.. . . . . .. . . . . . . .. . . . . . .$ 44.44 19.97 GROUP 1.AA.. . . . . . . . . . . . . . . . . .$ 45.09 19.917 GROUP IAAA. . . . . . . . . 45,73 19.97 GROUP 1 _ _ . .. . . .. ..$ 43.79 :19.97 GROUP 2. . . . . . . . . . . . . . . . . . . .. .5 43.23 19.97 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 62.74 :t9.97 GRQCYP 4_ _ . . . . . . . . . . . . . . . . .$ 40.01. I9. 97 Zone DLFfer'en Liat (Add to Zone I rates) : Zone 2 (26-45 radius miles) - $1. 00 Zone 3 (Over 45 radius miles) - $1 .30 BASEPOINTS: CEN'I'RALIA, OLYMPIA, 'I'ACOMA POaER EQUIPMENT OPERATORS CLASS IH'1CATIONS GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 it of boom (including jib wil.n attachments; Iowa- crane over 1l5 ft in height, has to boom GROUP lA - Cranes, 100 tons thra 199 tons, or 150 it of boom (including jib with attachments) ; Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 It in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments WA180001 Modification 11 Federal Wage Determinations for Highway Construction P 15 (hOMI, I Calduvedy; r eae /II) ' ("Ind 111'a T) tome Had"] lAO H I I I a➢ t nt, I UI I I I f Jib V,A I 11 ,31 tea, I I I I I�I I[ ,) (:[ j I I I ,I V )I I.I A hi I q t t I,+ It t I ( I❑I e I II 11 ')'i I (d I� De, f I o'i ii (,[[ 1)I I I line work Nx, a VkI 'a ello'e?I I dw aho(le 3v -r l y4Il de and ande I Y,I I , 3p 11,1 1 d I , I gild (I IJI[If) a!I t )col I ,I i no of I oats d 'iqu I pmellk 11 1) ya I Ic Head dia,I f(d Our „vt 1'11("I d, (, la 1 3 to, 1"A 1, tiod I no I di d I riq, 8 yarda; Muck inq Hdi, him,, lie' Aijicj , (II Ill nl A(( I ek I e I I; Q jad i Ill ,l I 'J I ); R"AHA r all[ I a,[ openal w ,do uIne'l I I I 'd oa i Ali 100il'Hu 01,[1)H RIAH"Ill Pot 1 3 )011, afpl e p I Ppe I I"d 'I'I y A I s a to I o r,,I [ 11) 1 ill f H V('r c T, anap or) I 'I, a I I I 1 (1, k ol t I le: )i itio, (av)(Ol ' [merle'. 11 )"A 1 111, l 1 pj (1 13 a cl, 'I- nt Ope, a I c endal et e, fil Hill I Carl 0 1 ,r Cr i c!3, cle I h H, y A 'orl" w I Jl l'l ,t ladenl, '; A:r'11H, Ovarho'dd, n r dq'i [ Y[)(,, 0 Ion!, t III auqll it/I ' ,'a'j F ( [I I pp,I ; lau, I iI p,I nile I I le k I A'ta I I I with hooni lofe_l[ , " dle v ; h e 1, H4, IH",I /doc L '1.lo Ido I (!i(')w('[ ) ; I I I inq )n,'dki i,; nx"nvakol , Shovp 1 , hackhop 1 YO: Jq and HIJAW11 Kni dhiiig ne[tille, fHjdHol 1 , (;,Hla, A in,9 ojI,Ij,j tau aiplaactl ; (;IJH I di I [ I pull di; koodlo i, ov, r Read Had('r 0 y'I i dt a, fa"'Idol :1 1)1 dd[ I al o; i jocoll,I[ [v" i c I I I , O,oh )I) I "" ('I I A I zu I a, d ;Phu J [ "WL; M 'o pal [ o I (II adi,I ck ( 1 11 1 oll I I I't At I od, I Vc 1, 1 di 1, ( I ,due le it) I I it I I ; rut,, ant I I , I ')I (I A 1 1 lo 1,1 ; ( i call du,, cril -,id- ij)"I de 'P,'' 'd I [i I H"j Tl 1)o Y, WIPId 3, Jopq,i , Cal Hr p. I I r , Ba r 1),1 1 1;1 cell; sI c 1 H up"I I co. ha I o I a I I olli'l ,berif�, artIC laLing to["I I tod"'il 1 1)[ d'i 1 4'' Y,1 t t]'I 11-ol I d"I I t rarl o I Tr a I a, I'a( [hot,o(, .,V(,I P) hi); Drain 1 d r mdl et I a o i,v I 111,3 11 1 Ile Ainll to uj(pp/, [I [ u, AHozl 1,ad,I A,o' A ruck ('I "la" of Wr/d, I v,j 100 ` on , inj oar ter; T! wk HIUHn Ful L,Hhiu colav"VoT to Yo p'li/ t ,'%)nvpyo; n; Ky anum t hy ough 1 9 1,(')(I I c,ith ,1 1,1 ochim,at 2, 1111i, kl\'',j 10 Lon „Hid„ T)r I L1 i'l le wHo'l typo,, I Y 1 c k or a a He TrinHAL; inlor D-9 HIM Hide] ; WWI Ill ISOU I W ."HU ov,,I with 1) ail l oclerlei,I Ho) 1 /.ol La I /d I r3ct Hrr, ,t d) 1 1 1 1 lu ,I I o I ou[,e I , c if( ( i- (o I i�v I i r, o ,I I,J. m,It I I I I,) ,) (A I I tacHijer e t I,:I I u IHwer buckp; a I e,00 (H n Hydrd ki [ [ nlih,yci I dCl i over t 0 to ],I odul e e cva[ I out type, I ell ; f0ol or da I , o [ q I a dc I now t I n I shim[, t I ant )I f ,i Adpial I I F c lichel 11,11(ir, ( (dod'', c; lial l"I , panact IIAs ol Ilia I I I i I Toal or 1,11c; Sawe aoio'jnol'(•; Hl.co apo) a, core c auto did lair r y al I `S(H v (au caq I nool c oqu June I I I , 'J "(dwh I I'l ma luny s, T I n, 1, crHHnc or I, I I I of,r i in iH I 100 tot[„ ]'I i, (,I I a,[a I I dar und, I 11, hp A ,I d[ )it[ It_i it I a(a. I I 1 o I .,i' lia oeill ; : l',ojap e o ed Cont ) �l I n 1 �'h To'I( 11 1 no [ ' ,H e( 1,cod (mane A, t ralle, 10 Low; and )And ay ; WevaLor and monk ) f I (poem UH o aid Ant t typo) ; WWI tic ai:idui 4000 1 Pc w I I A) ,)l t I( lonee[ �^; Gy od. clrc.k3 t F u[ ,I)'"loops f t yol t a l ttd /hooirl I I In lai, 10 l ona d')d undul ; Oil A N nr jhUms, blowut distiihWor dad MHI K I se(lel I nq 'dO'f 31 ,II ; f Hiv,)oult In t, ,[tor, Po h he Ru d1ilqei iieHAh,Haiun L; Jhw"r p! int,; Purintem-wal ul ; RiqqYr and B& !man; Rol WInak}Heat [ Will ilh X; Vflhool rout or f,I I III I I I I YrHo !Ato r(,t o/(Tl I ri 1 r, o"t n.1 prIlen t up"t a I o I WA180001 Modification 11 Federal Wage Determinations for Highway Construction P a g e 16 FOOTNO'PE A- Reduced rates may be paid on the following: 1. Projects involving work or. structures s-ach as buildings and bridges whose LoLal value is less Lhan $l .S million exc.ludinq mechanical, electrical, and utility portions of the contracL. 2 . Projects of less than $1 mill-on where no building is involved. Surfacing and paring included, but utilities excluded. 3. Marine projects (docks, wharfs, etc. ) less than $150, 000, HANULiNG OF HAZARDOUS WA.PTL MATRRTALS: Personnel in all craft classifications sub 'leer- to working inside a federaljy designated hazardous perimeLer shall be elgible for COmpensat-on in accornance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Ease wage rate when on a hazardous waste site when ❑ot outfiLted with protective clotbir_g, Class "D" SuiL - Base r"itE' pl u; $ i0 p(r] houI_ H Class " (" Suit P' 3��e wago iatE plus $1 .00 pPr houar. H-;3 tlnss " IS" Suit: lmco wa(To r ito lrlus $1 .5 0 ls:r Iiouar . F1-4 CI iS5' "A" hail 13'ise w"i qua rIL(" lrIus $2 .00 lion lions ..._ ._ _.... . . _._._.-_. _-_._.. ........_. _. _._ + ENGLOGI2-012 09/20/2018 LEWIS, PACIFIC: (portion 7.yy.ing north of a para.l;l.el. line extend..i.ncg rre t from the northern boundary of Wahka..i.kirm County to the :yea) AND 'THURSTON COUNTIES ON PROJECTS DESCRTRFD TH F0OTNOTF A EF.TOW, THE RATE FOR EACH GROUP SHALL BE 90° OF THE RASE RATE PTOS FULT, FRTNGE BENEFITS, OPT ALL OTHER WORK, THE FOLLOWING PATES APPT,Y. Zone 1 (0-25 radius miles) : Rates Fringes POWER RQULL'MENP OPERATOR, GROUP 1A. . . . . . . . . . . . . . .. . . . .$ 44,44 19.97 GROUP 1A.A. . . . . . . . . . . . . . . . . .$ 45.09 19.97 GROUP 1AAA. . . . . . . . . . . . . . . . . $ 45.-73 19.97 GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 43.79 1,9,97 GROUP 2 . . . . . . . . . . . . . . . . . . . . .$ 43.23 1.9.97 GROUP 3. . .. . . . . . .. . . .. . .. . . . . . . .$ 42.71 19.97 GROUP 4 . . . . . . . . . . . . . . . . . . . . .$ 40.02 1.9. 97 ;One ELCferential (Add to Zone 1 rates) ; 'Zone 2 (26-45 radius miles) = 31 .00 Zone 3 (Over 45 radius miles) - $1 .30 WA180001 Modification 11 Federal Wage Determinations for Highway Construction P HASkipol N VS (:KlNTR A I,IA, 01,f'M u I A, TfliXiHA PO II' I (u)I 11MIlkr OITNATOW ( 1,A 11, 1( A I I)W� (dIn)ii I AAA (n Irlan ovar, l(J(l I cint of 100 fl of o''ol ( lr lual I nq lib w I I Ic "I f "t, I Lim I I t's) I ROTJ I, I AA "rani 200 t olu,, o '1 00 1,o n i-i r of 1,0 1 t of boom ( o)(Plidn](I l a J) W i , h a I tack Tuway Cft"O! LS"N' PIK f I in height, hoa lrr 1canni AMUt, IA an"';, M 0 tuna PpW 199 Wla, '), 150 II at 1 yfulil ( ,I t c I A I r), ILL vJ I ( 11 (�t t ac hum an t a) ('I 'A fle -Oil,I r haod, 1)1 1 '3q, I Ypa' 100 Punt 'Juld "V,?] ; Taw('r rr'luiw ut, Lo I f" PI in h(?i'JIit uAn'? to hoofn� hfaodla'�i ov(,i Plead, U vor&l and Ave.], `,Ikuvel n, i it( nil AI-.or„ h wk1inpw A y i i nf�, ,u[(J ovf;A ,,i t,I[ rl I,o,:I iinoi I I MAJ[) I - co ,I i'w"y- C r I llac 11 K I oia; ( 11 r if 'Ar1 ton, I[I ld, I ISfr Ft of boom ( Including jilt A [ if nI ln"Koffloffl ";) ; ci unin, over Plead,. In id, t yp', 45 unq Slu 99 ( am i; Diti i cI i uo I fin 1 1 d i Fiq W at r ki Exu'ov I I or, ahovnl , huckhou'n over 3 It,J i "" and 1,111dor 0 a'l I d:; ihn i I ( A I I if fill i lump fill) 'J I ( I( if I )I I ng a t f 1 1,1 ,,(p I I pno'n I /I') i/,I I &u 'md ov c r Y ko"Id"1, ovol hand, 0 Y'o'dl, to, not not nip I lot I fnI, 8 ya I dq; muck 1 nq flintch ino, [no I a� I linfle I , di I I I Md/ol nh I a I'J ; Qlaid () FID ill, I)- 10„ Itfcinoto fund iol oprcrot'(nr all I uhh(c l I , (n I ,,")1, 1 h fK"1V Intl nqui ruff1c)O, p Rial I oupol'" n I tupura;- mcli -propp ! laid 4K yoldv and over `;liphoilfl lnjva' �i; Tronapor [ al , "[I I I,I ock or I I rank Tire (dW)Uuf If I3,rIKIcr M (O'll 1',- (, il)ll('l ) 7 Bd( Cll Nalk O[M'r ,-3KOY r rutArt'(" Bliflip ('KA(' n) " Cr dnr' rr 211 [amu3 thrlA 44 t,ruf, wi 1 11 A I I, hniie[Il C) 'frlo- Ov':I ho 3d, hV iltOi' tyrKa, :'(J t 0 Fl a I h1`(A1(j1l 44 loni; Chipjwr ; KoncreW poitly, WYA avnin( WLh Won of 'Ichuvent " ('ric3liel , Dock unal I tuac Vill fah(tc (pffw(�I Turilliriq ryl'-nhinp; Wavahm , ahoval i bockhol• I yajdf, "mil undpr; Pill0hinq inorhion, Rit3vtol 1 , Gntiocii uoJ fino! tar "quipunfill , I lfulwh° ko'ldat:K' averl)""I'd tu(rlr-r 0 yjrdqx hold erq-ploni. Pud, lnconurf Ivan it I ; Ma':l",K;nca- all ; Mixprs, <r„hdlt pldnt ; Manor patrol qradervi, fiplshaog; Pi lady War ("Lhnr I han crams paun! ) ; Rota mi I I , Y a L u atrindui ; Suninedman, Npr"JdQr ,, I qu,;3 de cirwir,,ii,or ftlflw lInfoi't, Unlor Upid5, Jdpqpr, CdLorp 1 1 1 a -, no Poo I n ruu it y aca,1p'i I ,9(!I f F)I ,pe I I A, It f 1(3 tart ,ild durip, ,I)'t air if I nl.i n(f Oft I ood aqu I finailt, and"I /fit Tara", `,unuq I Kd(')" I I'Ili I Ty'J,K of ,o, fmc Unn, ov(�I 71r hp" Pi ow I e) inot ,I I tit ;a r v I.:a llelctni fl(" :t at I t I(" hoqq),, if I ow N lox lta)")d t u"" TI ff"k C1,'I n onlor /drivey -JOO ( ou aidaver Triin.k. vioun( Porl,abla Corlvopu" Yu Y') Tray WA180001 Modification 11 Federal Wage Determinations for Highway Construction any 2 i f I r ou fYI I I f I v,,1 t t u1 I r f if A J r l v va r 10 1rn s Ur I I I )t t I I I I (jo I t ypf I I wlk I 1 0 1)IJ I Or)a1 r I i I 1(1 1 Id,r; 1,� I I f 1 1 f)1)11 , and I CFI )I ,l lfv')I :; Hc1 I .�()11 t j ) r tvLtoff,t 11I II I o",j t r ; Jll j Fri Il'u 1 " t "'I tor , I J In'm I II ) , 4 lit (1+.1'.1 I" b! , ;I/-el , ; II f(J I ,I t i I i I )om I of I ; 1 111 l('I i- t v if I liq t yp( , 1 t Plo I or Iol rra 1 1 (mi I I I i!;I I i I I q; I'I<i I I t o I,,I, 1 It I,I ,,r mp ,)fl('I � ) R(•I (,r j if I III I sir nf I I I f I I III I r t I f� mf, rO ,,1 r- ^(,1 irlr ol I( r( L3. ,ii,[ rtiY [ I I ( f, , 1(1 i I I, , I .f- prw Ill 3'''1" 11 ji'l III I, I 1- 3 f 12 f(I I I t t,,r f 13i " 1 un(ie 1 o I I i; ,I,Y ac.l 1,1 1 11 If h I urov f If, I j 1 4 A i ii I I Nii(� t io,I, NA)( rig r' g RI Cffiop Y oorr I 1, fv o I ,1 i fi,)II r if I I III. fA 11, f I y, i f I ff I I i t m 11 1 U 1)0 1 1 133 . 1. 11h aI1 3 A I 1 11 1 G r,1 I(, I i(ic le I, , f P.a„e I,( ,- fly y,i r') I I f t I Of)M t i'I❑)(, I I I I I( r 01 1 NI t I I I)I I t I r I I I,) Cfl I I I hi I (11 n1d 1 m I t ch k 1, d I 11G 01),1 II r I [i), I I 11 1 14 f (),;I ho I, <f1t r if I II a7 , Ij I.r3r l,i ulty anal j w I I r , 11I (fI' I I fig ILnriII 11 .II 'I -ci �I, hall rt , II ,: V I I( I,I If J, 1 111a11. vr r I , i,,,,,f I r r ...... if f I I I... 1 it J 1 3 1 i " I if I I I I I 1 0 v I I I I I I t I I j 'Gt, )ill IItI I II b If f i„ t I t.II1I1 it i0,01)0 i r x I f f f I I wad 1 11 vq I I oI1 I h I Z I at1^I1 it fill ,r vllh I v, 1,11I I11 1 :, w A Y 1t 111 u I L111z. ),f I i I I I I' III iII r I 1 0 11 WA180001 Modification 11 Federal Wage Determinations for Highway Construction Raa, e 19 r KWO1-UU"" 01/01/'018 CklfllK, COW I,: I A KI iWKKI PAI, WWI PIC ( OUTII) KIKAMAN1h, AND WAIIKIAKHM 01)U! 1c.5 POfdl P RQUI 1 hfl 1"II OP1 IOvP01-.9„ 'I)VR 1 Gil ".� Er nfrar�c POWFli EQUI PIYfENT GPGR9'POIt GROUP 1 . . . . . . . . . . . . . . . . . . . . .$ 41 . 65 19 .35 GROUP IN,. . . $ 43. 13 19 .35 (MOM, 1Ff. . . . . . . . . . . . . . . . . . . .$ v-, 02 14 .35 Put)1, 2 — . . . . . . . . . . . 5, 39.74 14 .35 DROOP 3. . . . . . . . . . . . . . . . . . . . .$ ^ .59 14 .35 (_30111) 4 . . . . . . . . . . . . . . . . . . . . .$ 37.51 14 .35 ?ROMP 5. . . . . . . . . . . . . . . . . . . . .$ 36.27 14. 35 (TATI? 6. . .. . . . . . . . . . . . .$ 33.05 11 .35 ZOn - 011 Le W ul ial ( r<I,l Co lrnn; 1 r"a1 Koh) Yuri- if _. $3. 0H Loup i $6.00 1 ""r 'he lotlowf nu wr:l fopol it ""o c" nfrt .ue "UI NIC)lIAH7 IA`K7AIMA`p MARIO ; 'rlV`" llH( IOId Yt`d11 I?1,1 ; AiCl COD UI✓IkI 1:LARK; AND COL",IL/ COHNI'i WA 3HTlr "1VON thIll or0h IF [UXI 10NS P"8 A[ 1 If"I18 of pro t", t C loCtlyd -n I" Ir ❑outah C I "onaC Anal Na"rrtf[ C IOIt ." 9 fir,"",L oI lu"- uPstr". 0 ✓fourr3vI " ut Li l hood No 1o11a: I f,a "" jt "no1 WoPI. oI IN i Se I") 11 I(1 on ute" al II_c 84 and iPosl: to Wf" o Io","I 30 oC "1 "iLu Vigil' 3y %E, and W(—" of ml1 - Posi 30 on I'"UhwAy NY and Wit )ohs no project m lopated c if Youth i I I ( <nurt,, Id-"Ch i Fl(i I olI Coma t y and l 1)1 lot Jl A f."nutty d rtd all 1t"la , or po, I(oh '3 Irr 11P0 ru C1 rrl; I Cowl" I .f "IountSr, 6 i"t ;hrinptnu "" , re;ci IhaI poll Ioil oI Cow liI r f'omlly rn the 1'C SI II "lerr Iil'nit il nC"' Chrll rec" Ivo 'bon I I,ay I o I "ill c:l isa j LcoI naus . A 1 1 ioIC3 of tar"ajor l Iocofl d In tit"" uCa or1 ;rt1e the IUP0 I r ICd hal,i "dn 'y Ill ovo, I in 1"" " , 1lran fill toile ; 1 rqm tiro Prat 1 1 rid CI t y Hal l ,ff I I I I o'sl I ve XonP I l poy f o1 ail ( 1" , .t I'[( .rl 3 (ma . A t I 1tlo� of 1)1oIPr "; ucd"iP(i Iflarrn tha❑ !)0 ❑uIron Itoil ( Lre P"s I land ( I t y 11a11 , la1.1 o(f I I c P " lu: r"1(3I I I f I hoof "lorr afxv" , shotI1 1ocejve /oAe 1 1'a1 ton all ",1rr;ItI "•(rtions. I,o1, l 1 fal if wIItrr f Ii ors. AIN11_NY" I,NDM Wl) PAC, Ith( IIHEF KhAivfAl 'r I ALI Nil DL'(711U; RUC11 IJWI RI1 If,l _, tl 1)r01PttS Iocal 'Pri tj I I.hIit it) f1i I I"C of oho ;1a,;",L i v'" (,I Ly boil I f.,C I,I),- "Iuf or, fit(:fft Ioflod f it.in" " a"r11 1,o Iv,i Xorlo 1 hay logy al ! lot fsil [Pat i oils. R11 1""lll f,r Analus[ " locatt tnoCc tneA 3t1 nit lPC cold Ilot than ',0 oil ss I " off] the rospoc( IV(� rir_( hoII A t I IC rb""ve m"MAI foiled " IlI ,„ h"ril i_et:" fve Gone I1 y>xy 1tai all CI t „ I_.I.ail ionP. 1V 1 1ol>s "r As fa i5",lC oc,l I rod afore" t hnu 50 rru "°.5 1 r o[Ti t Ire ro 31 tw[ ivf t . t_y h f 1 I ` I ho rlaove mot"1 ions d t r I I ou siol11 1,o oIve '?tau"" III pay for "fll .;I aa",r f t, "a I c oils. WA180001 Modification 11 Federal Wage Determinations for Highway Construction 20 1'OV'Tk 1,Q! I PPIM'I ()I L Ilfl. ,K C I t. 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A muppiI F,a1 itr iia,- I ; plovioelk In gran)tinntion , rth 1 o L,nrlir; tl aiiit" ) F Iliqh ;c,l Ir,ry is o, lw,rrti Op v'at ,rl ( to r ul luaie a(r uia Mawkar and • IOvat ion c0utyud0 Wiin"lI: Kama C ( to inclu a n.Ke , nozzi , m n Ini crnrr II,tu, l,r o r h„ lnr oput ,,it ul and 1 a(o ,an tunnels') " Moo IIanr iJlu•ratur (,, I , Ira uIr of rri)rlar Imnuli lot) MoJ, Iar MI XL?r ) My Ina❑ ( fo 1Hclu0, IeL IF d& inor Ink/V (Old n, (Myt i„'OJ Il_,=_ Ir,t lrt,r;l Mw lour? poaaar for r,[Cij hol, s,nullal ast nozxlo) ; Povunvnt l:ra akar (yU Pa. and oMCI n Pilrr,l iycr (L ) iva I udr, vd,n lit ng ouallorl, r"lil l lmo , co1 krrm,rrr, I ,inl mul I ,trwan, r1ggnrr, joukcr , , rarer , Volvo ul nl_er ill ,I ,tl Per ) ; I ipewra 1wr,l Ilustorai 1 -l[oo, ; vllorzlor (ail) PROM c - Ul ItlF5 liilh Dual Fqmo;I ai lt�cmdoo . vv,r ;ta> �(hmkur, vvn A (,al i I Ices 0 I:ul iy u, 1psul I ac) °,n. l with (I mmlt oontltua,d lrrCo(,1 inq cjnadrdtol al a a'nl),al i"d air iine) P. Mtoe) I La ,n `"D"i (I „ inlud(,� rai r- "Ind shaft minor , l,r saer la 'am (aperaloi ern rrangi owl ahI"m) WA180001 Modification 11 Federal Wage Determinations for Highway Construction ry 26 AN:: A.j; 1: it . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M, ✓.A 17 Ai WA180001 Modification 11 Federal Wage Determinations for Highway Construction 27 'Akr)iffrd5 C I I I CAT I Ort 1; ;NIOU I' I „ L I❑I I f:I al p I nq U)all I it I A at 1 rnj, Ili,I I ,AUTO 11 l W i,Ii low q ioII,uI%Clnaior d I'I a I I 1,1 na3 11 IT , :;],J ti I I I I; lIitI not IIIII Lled to , ITT I I Iq ,,r a fiq i, tol n i I Hil I,,w t I ftc. , p, l 0 r t f I Itl I P" nrnPHP e J,y the I (; JQtjt' If i N"I I ri I Wit i(l I Ufa I ii�nn'I ta(" (filr na" I ux,[ ! 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I I ;t"I air( h[lift bl I I t ,,f ) ; Ilaweal, III k I o h,I f I l,e jay(�] and (,I PI Jf I ln Fol N<�Ildul ; P 1 p, !o"I I In'r (n( l(I)( I I I;('I I t yla" ill' ",I A I)!w r ; I ')Vv?I 'PP if I; b I I II ood �>pi ]I P 1,if I I(I I wo I Rokpy-ANphn J I ; Ri vp I How a, ; Rudd— ; N Como- (over !() f �;l I I (at or,r (r (,jiu;a t P) 1 Ta HUT K,I vial S I IT i l r1 1,1 pn f,I I ( , tII and (j I a it I N112 1 3 f (�O Loot , T I It I)I'I f' i I 1011 11 Oft r i I ( 1 3(j I a I T,[101'"1 and et h1mi ) ; Traalf kin(ni Power ; 'fi I)gr I, opn I I I jPI at ar ib� I I P')I Tit I"I I)o ": ( ROU 1) 5. ca 1 3 13 0 1 t WTI, Is 1•r ; Mr 1,e I ; Mt I I j I UO n I I H I Ifod6:"i r I i r lar,adviindn; Hit- P I Maur Uhl n i Ha i a r d ou a W a a I ( Workpi (I Pvp 1 Ai I'll I I I act a fully TvHfnwpsulak (Id I i I ( W I h a Nnj f corl[ a ined hi aal Yl I Iat (tppal If an (i], a tw1l)JA i (ill It I line) . --- - I-- --------------------- - --- ------- --------------- WA180001 Modification 11 Federal Wage Determinations for Highway Construction P a 28 . . . . . . . . . . . . . . . . . . . . P, A h: Ar. O A A: Y WA180001 Modification 11 Federal Wage Determinations for Highway Construction P 29 CROUP Is Wrl"I"kI hojv)IPI , yj ' ' `�o!I, or Vila ALIT Aoho IwI hAtal "ric,111, 1 )ho, a , hall ca!;[ i('qL), HM Mo,:h I w; Hj u >h C uL[ I ; Brivai IN, hbQd0! ; BU"Irn ; ( III I Wrl 1 01 P �ndo r , ('[yin, rt tIn j MI[o, f'(,[oo)y p ("I j,ijRC, ito I o, of I)r y ;I[,lcloy thlyrallm Omr) (imld(�i M Cholaof I('Iloj , CJml( k Polndel � C I(oan a p [,,I h,)rot ; (Ynui -10 Alim W r I Mm" ; (In i wj I A hm er P(miol 1 1, )n (WI "?('k I III] tilid illoviloi I 11cludi Inj cli'll I Iod !11,)1 rot III I ) ; [) [ lot I J I(olo I y InITTIP) lor on; 1, 1 fl,� (C Iml � , UM I na.a ,tclI; I,oi m Matt (or ; Whinn B 1 ikot Nu i dui n; [it not O) ,h[I to Porld"I ; (C I Inoo ,; Glaa I'dr(A [ I [If ra I or I Ita o,1I joitn; Pio it ; Wol k('i (Lev "l (': In ') ch"un ;a I "!lpla!ih snit " J)mi ,I I r pm, I t Y1 rll,[ re I I I or , PI'A 1 0 "ll'Inco Po! aofl; 1q,I i u r I 1 1 '(,,I I (I 11"I I;oIl; Cut Tootd,or, Rip ji,)p llor alln P I It(I I'I I, (:o (I ojony C I opet Nprayor 1 A I roll P,or ,or MI it( k PC lo I ; l ol,.,, fl'nqw, , I oir I 'Inan Poi TI (at joh I I I , o) , Toppa I I to r I r ack kojhorol ; 1 , 1,0k UaOloj ; Vittyl (;1 (,o11j ol :: (III(VIIII Um)por Pavjmnqj8 (Mnpp[rlq Clill (ovor O Clary Powpr QrOdd,l 1 Comol 1,1 c Jra[III)(,. /CI 1111,1 Ojo,r i I (i r y 1 In 1: II t e ,,W Ulm,I I I or ; m I I [ I ope, o I ol Il'/d 1 111 1 1,1 (l i afrond I I I I I , Ir,I I I l,r a nol Bi i(,kC f ('11 1 1 Tj ;awR is a tO, I) �ojr(,[, 311ir1 II ,ail II I,(,I oI("i I; C 1 o(I I i"T I (p� i,;o r �) I o' I it d t I lit pc a[, t (It)M I oll lo'Iorloa; It'l 'o] d u6 WaMLII liol tol (fa�v('I it: 'no,fi lidflll' t,rrslur prof ool ion as Lev, I A. /'I milit'l iIA n I I I ue is_ pI ovidod I [[ on jilowl I oil InD,11 ) 11[oorl[c It "I,p I I I;t I I I li I It i rIh !;(or I(I I, ),I( yniirifii„l , Ta 1 o r o"i If) Olo,I aioI j,"'I l ho I i Bu I 1,1 :1, Ownlam No I, � k,won (um ;I P( P p vqo 0 Uoy� n C U It rar witcri P, [nit comp I it 11 ion o f high I)r(I lMIi I Y n 0,,t a I[o vr,l I (o I in i o ri I I(,I f 1 o ,an i I � it c It, 5 d In d h I o,;1,, ot t I r i I [ n, o0v,[ ( , rot (,, It,,I I ,r hl iNt or vnpui,io I I int (,I, ) , Powollient III „M,Ijkor I Pine I, Iyo f and It] I Por I'] po CIA "orlOolr Pipe Pool I toor (11PI inlvv 1, t yp(I irm, iii ,nuol ; floo(or jia(:Jral, It,,) I I r old Ilp I k,� 1)Il 1 1 ot P<)vo,I ROJolol AoWlo I I ; A PVVt Attar ; Rofblui `;I Moo I (rawer U f i;pr .oade I, (, oin, r e( e T"moo i ncd M 1111 1 1 ,1� o I -,,�t r iC., ,i r and (I I'r too 1 It [ "d I or 11(,r ,tin owoi ( aol(I,r hoI (or Ind w ihhnr ) ; back WPM K)Aol ; Plnj(tI•r 01)(il lAt0f ; Vib J1,Iir Woll Point I flkom r CROUP P :: ',a ;=H Workor; Hiner; Nor I d: [min mol AnKir: I or Powd,rMOH; K-Timhormarn; Unwardwin W,o,t , Wor C,j (move [ 1P ul I I IiIoa It III [ ly ell( ip:oiI ,lk,d Mull Willi (I ;elf noill anwd I I I,f I t I I I nq ,Ilya,j r 3 1 1 1 i ,r r- I A [,(goal Le(I o [ Y Line) . -------- ------------------------ -------------------------- ------- WA180001 Modification 11 Federal Wage Determinations for Highway Construction P 30 h(MOO 9" 01)1; JO/o I /�'(j I R I m,mjn, All JUAH, I;h," I T, SIYAIIUYJ I IM, M,H) WUOV(:'N (TIM11 1 I 'S R,It 3 A 1,0 111 . . . . . . 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(I,2 1 ,,1 n I -t I,(I I ( t 1 1 1 V, or ),I I r I v I I)I o,I I ny iIr rued; lo 1 be i�I a ANA nrer"1 LIh0T i O'l I 1 1 1�('q,iA I(I t )I Mount no; Ar at in WM" ; Jhvnh tWq TO,dur y But rune ' luotponl,ot '(,ndor ; C,HHH,Tit I in �hr�r lrotj(,lor,; (:HajIqo Hooiji! or t)jy ( hipPornj (�Tlll (tindor W 1I)n ) ; ('�Iotoil Cwj'ij" T('ndul C I("in op kobo ut Ciol, re( ;'(' [,)]'Tll ;I ) ) Titre(, rllfing 1-11'ol ('i Demo I I I i '11 W, 1c tun,) "rod ll"'l,)H'l I ro,I Tod too , Hot I I cd TO I or I a I ; I I op kmqqpr; Uomp P('raml; Pin" h Tilers; I I 'uw,A I (:It,, I V)ran S(,I I u r C'A I oll MI I I dr ('I'rout Ii/aN, I IT(, ('it,Dray (;I I I['k-,,Is, G 1,of at I I I o�I I oi I o t , I 'V za r J(')(I" ,i l 1,(' "V o It I?T (ja2 vu I C: nH 'o ) I N(Hiow'n ' pn )oh t;IT I , " n Id II )Aril Yi nq I PNP I Val 0' ; Ky I nhvHnpye tv" ;"M; makwi lot yol (I P'2' :ooth Pot I R II, li"i IT I o ion, [I I(t(I(,I u; ` r ') I e It(,, ;on; "Tart,(-r up r d ya i r,A qn. 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I t 1(,) V)--n on- ',V I o) ; mo I it To,I o In I I J d, dHi dm,j n; N z z I pro" V (cuvwi (,( • Vtl 000 cut I , r w1l'ol Iju I nq oalo')1 Ha I I ITT of High in ('uoIAj ,, o I I' and u'V In r on (()it(:I'I i.e and t Ho k it,)It'd)I'Jij I , (I-V r I I (i, stlol I I M e, lJot I?r V)I ,V V';I,"I v,J,i I A I A I'l h I,I ;I u I ) " P",v uTTo I n I in .•'V kul Pipo Lo Y'i, and C�)t) I k ,I i I pe Pot "o I d' t ; 11 1 po no I I r it,r (no(nrol I Too I I I yp, Pit)" iNI I])I)o I , NqMOT' JJ"JAS; ThIl L100d Q! W PHI hit -14MOt ti"okol A q)ho : t. Kivu( Bout ") ; Y.oddoi S I opo t /I) fI SIo "old(H( (coro T a W) ; Tdiqi, )ro A !'I H I o I I(ni I I I C, A 1 1 and (I I a o ()ju,I,�1 I e J I (>r)J ; I )radic I 11(ij uoH �3owi,I l tilloi ""r and i ibhcr ) ; Tj ac k himi Po vv,I I , Tu q q i,1 0[ e r j( o i ; V I I)I,a I,,o -I I t'l)I i I I I 3 h 0 1 (i I GROUP ', Uo I i ,on Wo I k e I 1,111 wr Mot I )anon ind jud'''al I I-I (,WXYMOIA; Ulu "T I A)p I roan; I w 4 o r d,at a W,A M I C it)r k c i r (Owe A i [J I I I I ("; I f LV 1 1 Y U ICHPSU I at oft sHn I on I tIt o �;o I I ['O[t! 1 1 nuot dt oo, ring (Int)'l I o I Uo a, ') mplol hid i A I' line) . -------------- - --- ---------- -- WA180001 Modification 11 Federal Wage Determinations for Highway Construction I a 32 v. 10 Ak 1,M) $ 111) . . . . . . . . . . . . . .. . . .. . $ 4 AN Vi )II I V 1 !1,, Y r "'c t 1; l: 1 oll: lof: i)C i i5 f :if 1 'ljjrA r�l': f 1 q" 4 WA180001 Modification 11 Federal Wage Determinations for Highway Construction P a g 33 Ap pI I 0 1[1, 1 1j")I liq pit power I cfldcl I ol ,it Tl I yi I"J 1), ot,(" I l V'l k1W (�] 111 by 1"ilid �>r 11(", rk' on W III [ I le or 'II,] )q'r I 'Inll'i oll pl oI(�aI , fish ( 111 1 ,>r a (pow(l 1 ")),I ru I 11"I I; Chok"I ;pl lc( I'; (:Io[ Y Povwi Spl '1011,11 11ld !I III it I yp u I C 1(2,3[1- [it) Proxx I "n['in GI ('('Il Cut I (�i (I okl ;I"t w k (,I , ) , n1v i ,I I Pov,•r Hilo I ItTli,1 it; Con , r,I I,,I I)lt i I,r ; I i lh I t c(?�i,,I ; ilofnl)I I t i ri ,rid Vlrr rb,rnq C1 I') r c o It I I ,,1, 1') I j It it i I No I oni'm Tom e I , (;I'm I I ('I `;')Tld [i I I I I no Pm 1 L] I I (l 1 s o 1, 1,,1 x(r I �i of I l'I i ('rI']I )I art n q r I(I I I I ( I it, I )d I lig "mlel I t '11)d I I[(I(' T�)o I tgxi it i III;I 11do'i IruI flo( I I I')I I I'd t'o:: I 1 1,i Pact I rl"i, I I I I ( I I pli I I I(I O u I I�;, P')v it r it I I ')1,e Y l) � 1,I I, P,I! 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PIA ,O 00:� 0 /01/JD17 CLA;K, KLIC KI IA.T AND IKA1MANTA WOMA INS ;OWN I. : Ddlis Eiinare CEMENT MAC ON ('['MEN7 MA ,ONS' DOING BOTH �.(UNI'OS I I IC)Nd/F(1WE}P MAC:III:NPORY AND U 3PE61DP Il/ILANCIN(b 1CA! C(71 U,. ..�? .3 i' ,87 1 /.b"L CHMEINT MASONS ON USPENUI D, SWIN(,INU AND/OR ❑ANG111H ` CAG'E'OLD.. „ . . ., . . . 32 .B7 17.62 CEMENT MASONS. . . .. . . . . , . . .$ 3I .50 Il , b2 COMPOSITION W(J t1 1' RS AND POA'BIR MASH INN'SRy )P['MATCR e. . .$ 01 ,19 17. 62 Zeno Diflorontial (Add ,o Zone I Ralen) :: mono 2 - $0, G'i Zone I ._ 1 .15 Lone. 4 - 1.70 Tone 5 - 1. 00 WA180001 Modification 11 Federal Wage Determinations for Highway Construction 8 _v lw� _ , A ... . K l A Ja,011 . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . e. I) ?; , . 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I ndeI . qIi i_Ern( rl Iran , CI(1 n ) I [ : In[np I1, j It P I d e c11 , itr IrolI nItIt,I 1ticR.if] iq ° ,:mI lItiers uid lr I us in,iI I< ; s IP t , uI trlI 16 y , d ) to 1 ` 1 1 rd; 11 (:11Y (�, , I ;0 Ir ir i, 4 . 1 , 1x h,n,) ,n1dil1 11 l 1 o I r u'.h 10 irlf 11I I,lilt;11 'r rul l, f1 1t,1 iII.:) anal i m I I o r E ,Ili il)tu::1 , Ily ,l eI Op 'tIit1 i II lIt 11111 I,u1I' I0'), 3,�. �i(olI a q'iI (I I, )mrL,.�l (i d 1I, Ivy Dul / t r I I i ( r • lv, ,to 011 I I ;Ir III , 1, I;, Ir. r, lI,rearu,i , I"10Icrly 9'1 ,ill ,I t. in[x a rd .' Il si (r, I I_fl 1 ) , ' , l) , u, iIou W'lt ':l Ii'tgnI arul taIIk 'f I u..l: J, 001) (3,1 i.', )nd „": , < a,nl, i l_'t WA180001 Modification 11 Federal Wage Determinations for Highway Construction 4 If t'UOUP R ISu111iII oil snul3Y ra n,ilxneni tr ;gad in Ita,idinq ur nuloodinrt I'mcdor, t [ OfImxrltnq ❑i t "r131 ; r,tt lab clle; 1)utnlmil (oYn, Aud 31mi 1 01: uquil,mvnt , Tout rs, Ioui notdagrui, Punual railot (Lrt. . P),W. `,ortt' „ Pert To (n dora, he 7 nurru ou a WnAl 1 ngltonsP, )1l hyP w,J(Pau, I Wr I id t c a rid Iorti whet;l .d powoi t r a<anr VI11, 1 „ai lr.r ,3ut9 o,rin7 laI 1 of, li,a-t(od ,ulniprnrnit 1 I 'll dpor I-.inq ul al on , I - Pump ruck,, Sark" enrl in l bol I uai dum,,, tucilydini1 ucia I i ur k Hula 1 rain^, „r r'rrwL i.u,aI inns I la,r imof wit11 to& , Main 11, v1 "de u,iromooiI y� f 1 n 1 bed (I Ain 1 Rear Pale) ° rn rmine Ti uck, Piro I Trr,,r:k:, ( 1 (w o",r, BaItrn`y 10,rvr (no N .❑ ,.nd/,ar Ili ^jnivice r4,m) I r; ,t rtnan and 10arl1i no btutkr,rs and o, ( r h f l,attt_sF GI "I rok i an l .>r ,rt emaI [ I Wok:, "lrn:ry r ku lo;o clio ( o aurf oInd]ar �I ju I Prison 1 , ` roamlvIr ` Inaddl, r Csti , or (Lu, , s, Hy ,lt,i ) anel antilai (aii I-mon L; lr.nm t7iivrr, lr,uclur ( run 11, , ul,le r -I Trod) (vuiuri n ;cd tail Ittn 'Po jurrnr I(1, i iciel ion) : Farnnm trut,k° W a t P Y Wigwi ,tail Cant, 11,Ic It I 1.1'1t1a +,. 000 y,i I buts , ,tf, ar i Ly; tdntch Tr r, k; 'f r no,ker, Tnvi t a u c h arod im i 1 rr r r11 r faun nI I OUP 3 I l,al he,l (niolglr' r(mmi a,rf n) , ❑ir klip mwoop"I F Pir k:up Truck. (Ad Ian! Gi r,u1a I ulnau rd he .00 lord lutur for wi i 11 w Cn::k ;.aria`) GROUP 4 -- No-ono)'L o, I i I n ("a dFOUP k - fair r )i,iitrc 11AMIAl PR0J1t PEA Anyone w"r kinq ou a INAMAI Iola, whom HA/,PMI cur I tl at Mon i rvaforII ed, njin11 Ix, m oudnoluo,Jroti a. ,1 l,i ,'nu iirn, in ,arblrl ion Lo i hP u I,asr., I I I,no Im, wn a ng h, ,im I „1 Lows: I EVE I C: r ; . '5 Inn Wu IhPm IPvnl unmm .it sir Imrtfyin(r I f)i] dtul or "edit it nu 1. kraalnoc ive r.lotutnq„ ILVKL B: Q 50 per hour Unum mmw wsl>t r,itor Pi <,t Uct i,.0 Po, lnvej A. `Suplrh(e) nor: ) i Im r ; provided in colujuiv t ton oaiCh a rla, nl tral 7r l,a s,li " hJ VU As 0 . /5 lnpr War Ibis lUVW HI " ImoeS a f W I etu;,il ,u1al 6'd �;uit r-aa t h a ncl f r.oril lilted hi t, it uiriu ,a(rla a, a ❑a> or a suprl ,(el ai, 1111a,. --------- ----------------- ------------ --- - --- -- ----------------- WA180001 Modification 11 Federal Wage Determinations for Highway Construction 42 E VOWf0-GrYi Or /01/7ll1EJ AllAri", II A` ril il, I'1' I)ii, III?Ll1W, r rILIJ✓I' A, IJOIIr 1 /ry,. }�1 LL2'f, I,'I2AI:KI IN, GAI F IN A) I I A I NI 111170 1 1111, 1 H, I)KANIWAFr PEW) MiEIIII , SPOIrAN1 , `_ r121F "AIIA WAIIA, "r'HIIPAJ ANCJ YAK IJ/1' r OIR 1 I 3 TtiiJ.�'b �Ir rFr (AP,I r I ,P0NA11 /()l IN Ar I rn, IimgI ):^' I ( rc}i, CI yin L, KI1i 11 Ax, I uUJG1Yr,, )h anr,rlan, I1a1 (lr of I Ir , 'Iro k,ruc, ,Y.e✓ .r , arr ^ li i rraii ( n[110 it s AR.I,A I XONIN I NT IIRr A sui ri f;oliiiu1 1, and , ')I i Id Court ic9 I `(err r:�U F' 4 . . . . . . . . . . . . . . . . . . . r . '0 1 / 30 ihrJY c. . . . . . . . . . . . . . . . . . .Iz 7 "✓'i II . SO r FruJP '1 . . . . . . . . . . . . . . . . .. . .v % %. I1 17. 30 r�P`P j 11 ... . . . .. .. . .. .. . . . . . . . . 1 r .30 AR I1h SIdOUP 1 . . . _ . . . .. . . . . . Uiou1 . .. . . . . . . . . . . . . . . . . . .97 I1 . 30 £ r0[ll . . . . . . . . . . . . . . .0 J r.41 11 1r0 r LCiUI' .. . . . . . . . . . . . . ,") i7 11 JO AMIJI? 7 . . . . . . . . . . . . . . . . .!", 0 O 11 . M rN)HP M 'r3 II . iO :don InIIrf „ulral (AdI :,) T 1 S<(I Go( 1 O'Y ,00) RA E PO I NI'1'£, ;pok-on' I ac , 1 cwi I on 7,onr 1: O.. t, r adiu ; oii l :r; Irr,r, I ho ri ) in pwr i 11r e . /gnu 8: Oul Ido 4'r r Idt I3 r i t Ll 'wil Ih(: 1%, 111 pwl r l ( rcc TFJI' t. IiI.IVI (,IhS`,11 1(J CIOWP r'h(illP 1 1, I)i rat,i` cn 1, I,ar Iitpl rrrnr IIan1 ; Power I;� ,i1 Il aul ui�I Irp>1 , Ar^f, ; or h,31 ria1 +0111) I i ,I k I )1 1;r,,1 fnu.la, I'm I i -t ( MOO lhS' r ru lr rJ ; 1r ..rrl,r r„r,ii ( Io' dIliq I.rulk 0 buuL( r3) Ir-iIIo Irrrnil ed Ilydr ' i11, 11'ir11 r1 carp ,r rdr r, M l Ir:hr,I; I „r i Irrrar Y I't,31. 0 r 7r r r. I i IIA_OY (',I i a7.1, rrhd :r' t I r rid, Irrllrn, r r,r rrn� l,ir rqurpn ril WA180001 Modification 11 Federal Wage Determinations for Highway Construction 1, 43 0101.0 3: 'A U In CV an, (YOU U Hn. winac, t v) ; Bnqqy Mnb I In & Kim[ :dl ; Bulk (NOMW '')nIfn , Kpik"Idni ; Duark,I or ( Y,l U Jn(nn ) ; 31 Il,"d j 1 1,( k Wl t It Ilyd) ),I I I I I Kyaf ofll,r Fun, 1,1 t I ( fool 16, 000 IYe ) , J,ii(kl 1rurk Dr ,ivur, Klifmin Inainni & Wonhar ; Pnwpr Qpt Pit& Sweappr ; RuNi,[ ( t I ,it runnia I jiiurijloy �a I `uaaf I, I r I e k y `;I (I I k y P 1 1)U 1, 1)1 1 v,r" U 1 1 a rol I e C I I 1 1 u I (P ,�:e, Y,;I,e r , I. n I if)1 1,I, ) , V I roper o[I; 'I I aino I I M I an,J,n T 1,Yj,�jf 1j") I l i rut C(fi a�f ut I ( i an, to it An(:1 al I al 0 yd�,, ) ; 'f rucku, ain, , nd, If()I I nju & a I [ I .a al al ed e ad diallp ( 3 tral de to anc, III( liming I) id�3 . ) , 0Jrj "h,nr rTIn,, n(u, ( [ (' inellude llippinq k "'nivif,q) ; Wirt Iful (u, Prt,'Ifr A 1 -.true; fifull"l , (:If I ('r , I, wnldol ; K"lvioo (ljrn,nxl ; I(I( ecn1, f I(3 1 1 1)If I I, )r I I ,t I I"I t k,(I I�[I f I damp (I t Il I, - (I ytlli , trJ nn,I In( I a�I I it,] I T va] ; P I a I if k1olill 1 1 r I Hydro f o U1 I jk�a I "t owe,pn I enil sal u I ,°r Vink I r 1, )1 (0 8, 000 Kj A I loss) a Duall,(,a I (. fn I U rnjn9 ) I ,,a[u) uO c wo If aild,r ) r if I oad liq Roll Of I ;; :dTil Tr ucl, ,, 'I I I in Taut (,[ k')I I K[% Ork'I rY 3 1 1 P!' ; T(,a )U , Y Ivi I X f,I I I Id T 1,11 c I,I; 11,1 11 Ifni Conel 'I u (ovul 0 yd',. (U lind ino�lfu) Ing 10 yda. ) y T[ Ink n iidn, ('Id, ko[ toril and and dinjup ((uleJr I% Y�ia . I (I G ilieliulinq u 0 W,I e fra( k 1,11'awt ed Cjranl, (will] load b(,"I ing laul fann en ( J)o r avanni r,J (n pj I I (,(,I, Ill) I o I Y [ al) ; Our juir 'f I Ilk''\' Yjpej t;Ui If "I , (nl/ , I "r, ,, (', ) (dROM, 6;, P I '11hal [ y SprQHdar Box Ill I ff"t ; I I owfau Y;; I o' l: a f f ("Vik I I b, UH0 I hP ) ; Welph end) ' I"Ijenkne I( 11 1 ld) y �enl I erul anuan;y T I, In ,f("I T r I],�k TI u i I('I TI i1ol 1 1 [lire(.[; '' lj( ] Haul I fill (:oil(;, of U (evef I yu 1:3 to 6 inel ali an lo ydN . ) Tru( kfn n Ili(,, eiin, I),,[ I ua aak (I I f 1 u I [ ,3 na(I dufla 0),,1 U I zD yd n, to f, n, I I ill I I ui /10 ydn ; T f t,j(,)( and lutia- Tuna a,fj0a:kfkj', dlj: ,tffk I'll il I t It "t rur morn- I vjhp�'j poh,un I Y, I of W I I n I v a A I a r , qn I lon(rge I I yo I dr,ir, ne, I o, vdo, kove-, in qipaW MA pi Tank 2ru, ;t (if D01 14, 000 i,rt vm!wy (ov-r 50 Wan) uIllind, 7: 0 1 1 1) knt Y shut or If[ I ver K[ I I 11�iul Truck (calel u,n)rat ed ` a aill,r ) ; Tr,AHVIL Mi zur a N To W n fl,I H I 1101 ( ranui on In (ever PO ydn. ) ; T nr k, aids, end, linn,tom end dual) juv,r 10 kinj�� . I , ,, I [1, 1 ljajir r 100 yd:r. ; Tr lick, Meant "I C I l I I (with '),J6 hnal I rl ii I I' I c n I I,1 11 oll I I I,od >r pull I?di Y lnagh ZK t Una) ; Woup 8 , IN We Mover�; and K[ nuler T[ fwju; Yllv Ls, sjd(', end, Nn hyn an alt Initialed rno di'alp (or/(" 100 kid';. if(' I nould I I 1 0 1 haul mg V n q)W Y,•I 1 1 Oa M d t n v I a 1 1; 00t )1111 n A AnaHlIkk WO-Jrinq 0[1 1whets, BA'IMAT IWI I It WkA I Iran I M Y WqU I I P(i, ,hall de I InripKa ,,j r,; a promium, in addApn to tIv, I,I n I f I I,r f a .rn t,orl. my I ri Is I k)I...:Ina e: LINKI, (:-[):: jliG HOOK (Tbin i i [to lore ,t 1 o f n I of ua lay, I on INN Juval may un( all ,ail full ; tiraint xr ,lrnlator or "ddi Y I )no J piofunlive ('] ,)I kinq. WA180001 Modification 11 Federal Wage Determinations for Highway Construction Ad . �n r F. }� ,a ,err . ... _ r,q r .. V r n(r �,..,. 1 .� 1' WA180001 Modification 11 Federal Wage Determinations for Highway Construction Po 45 Ito body of eacu aaqc octormivat/on l5y s t1e czasst f inal,inn uoa waoo ra eu I hat Cave ueco cuuod (,n be pcewa1 1i"n tor I tic, uiI cc! Lvpe (s) or Will zvoI Ivn I I ba an an cc war by We wann a -� acminal lot) , rlx nzaool I Iua( iauv uze I an�ea in aI nI laueIfoaz ucuec or "i(Aeo it let I ha WWI I UoIbe Lim pacPiculuz cato iy a ouioo cats (cuczent union uonoI iaCed zatc cuc funal) ' a sucvev zate (xnlgxleg averago rOW) or a uulno arerage za�e <wcinu[ ( u uncuu a,ezuno ratn} ouioil uace zdeul iriczs A [uuc 1eI ( pz cIansificaI 1o11 abbceviaf i"o jueotI icr cncIone,/ ill gotteu Iiueo beglnniuv wiLb cuazactezo ocxez cuan "xn" oc "uxno" d000l eu Limit ['be u"iuu czaonifica| 101. and zat e oece »zevailion tor I 1at c1a , ;if icotino in be sut vey. xxampie: nhum0198-005 o //0l/20zl . rhoa IN on abucsvlaI !on iuonl'ic�ez or cue uoion xuiou pcevai Ieu Io I �ic oucvey I % uIo c]auuificaLioo, which io % uiq exumnle wovld Ire pIumbezo 0198 i lot 1catao [,xc IooaI ill) Ino oumbol uz uistcIc( ouuncIz uumhnr where apyI roob/e, i m. P1umbszy koca | 01W The nox( worken 00s ill the nxampic, is as 1ot crnaI mmo"or uvad in pzoccssioq 'uo xuno del ezmioa1 1no 07/0l /2Ail I io [ho eI I ecIiof, (1a n[ ,Cp moo�, cuczeot "ego[ iaceu ruto, Will all iu [ bis p,umple I uzy z, 2011 onion paa,ailion ra1 0:3 oce upua[ ed Lo zp� Iec� aI I ca nhaonoo io 1 1 le ( n/ Ieo, ive uazgal ,.i) n agceenarl (c[ilk) gnvernioq t Ill o rlac;sizioaI,/ no aod caI a Cur vey aal,e z den I icI ors clannif caniaoo Iis[ eu uudec Cho "AU" ideo 1 [for indicate tuaI nn oil zaI c nzenailcu t uc f ui;o a] aouilicatino in the nxrrey aou 1 la vublisleu raI p i :; derlVed bv rumnutinq a welgut eg avora(je zaHe oaood no all Cbe zaI s repot 1,cu I I he ouzvey fuc I bat clauoilivaLian un thj n weiguL*d avezuqe zaI in ionzude ) | / I a oo ccport (of In I oe oul vn/, it ma, iucIuus hnt )i onisr auu noo uoinu cates, uxamplc:: nof,10oz 1-007 s/z�/�0l4 uo i net icaI cc3 We ra�eo aze yuzvev 101eo baoed nn o woivbt�ad avccagc co(:vIaI Inn of zat,00 and aco uuL ma jet i1 y raten Ilk iud/oaPel I xe ntsI e of f,00ixiaua . C01�! is ( un yc )r u� xuzvo, nn �lbiob Luese Aaooi firakiuoo and caUn at uuyau, The nexl numbec, 0U/ in ,he ooample, is ao iut ernal numuer uoed io vcoducion tuc wa«e del,ermioatiao. 501/l0z^ iul Chu survey compzelinn uate coz ,ue czaooifinal ouo aud ca1eu yndnc ,bat Ixon-/ fier. ouzvev xaqe ca en urc not upuaLed aod camaiu io at out uoli} a nen oucvnv in 000ducCed YVA100001 Modification 11 A16 p,f 1 1 ( (, r f W T) of. zA XP )1 f) H i w f 1 T I if 1 of) 1 u 1 1 (f t x t t f )j, f)H f,j 4 i r r d 1 t Y Tf!1 j 1 do i ir A I A f 1 t -- ---- -------- ---- Off I dit A f 1r j 11 1 r Y i r i i, ft 1 f f Y 1 if ff 11 ry r 1 o 1 xho1 1 A f I I n i fi f f 11 �,i4 T, 3Yf I f it FOP' i,,i C r WA180001 Modification 11 Federal Wage Determinations for Highway Construction P a 47 W,I q(I and Hmil '�00 ( un�, i Lu t i( AV( [I[I e N.VII W'j v 11 i f I q," f❑, DC 1 0 Jf 10 Tht, I 'qu(rst i,hou Id he accompanind by ) f it I I [,ot,omero oi 1w AnWreAud p 3 r L y' a p n v i I i o n ,i it d by ,j i i y i i i I o i i i i,r t Lon i i u,,o,t p'Itomolt, d"H f, (,11"'J"cl, dor r"r ipi , on, orod i( (' ni,,i ('[ i'l u ) I ha t (I[(' I eque^3[ ,r cofun o(•I , I ('I('v,I i It , o h" 't 31'w 3 1 f [ he d,,, i ,ion of lho Adim it i &t i (I[ <,t , n,rl Ea v(), ,rl,Le, an i it( to ml po r Lv mjy dppea t d i [ (;,A y [ o t u� Adin ni ,t r,,LS vc, k(I v r I d ( ' t" mor )y I lw ApI 1 �t Lin irdJW I i ( (I for A,3 0)J F 1 1 �,[ I fI ive RO V I I W 1 1),)1 11 U,!f, W, tar trr ['tyl o j)[' „I )"I))o 1 .'00 Cou I i 1,ut i it i i Av(•i i i i I't IR V'(i sh i liq t nu,., IX' l09.10 A 1 ON WA180001 Modification 11 Federal Wage Determinations for Highway Construction ADMINISTRATION Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe 7W000010^*,, 1'e.. 9'H4'T Kent, WA 98032 WAS„,„a.ox Fax: 253-856-6500 PHONE 253 856 5500 CITY OF KENT KING COUNTY, WASHINGTON Kent Valley Signal System Upgrade Project Number: 17-3015 ADDENDUM No. 2 December 10, 2018 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: All,,,III,,. t D°LAN ES ARE REFIII.IECTED III14 RII D I._-_APPENDICES APPENDIX 5 — INTERSECTION MODIFICATION DIAGRAMS ADD the folic id°mg plan sheets for the Mgnall I replaceinnelrnt as shown on the intersectioin signal modification diiagram for ICU 48, 84111' Avenue S. and S„ 21211 Street, END OF ADDENDUM No. 1 Chad Bieren, P.E. Date Deputy Public Works Director Attachments: Signal Pole Plan Sheets for ICU-48, 0 o+ Q lA C N Y a Mayor Dana Ralph.,,,,,,,,.., 1 City of Kent Public works Department +rf t ARA I �$sj✓��3J`j t U N � o ^G $ lip W ©� f MIN - g P � f K W .r �' .. Q< n H� of a ...... S w w ��� �a �• s �rnw � � O P Vyy d ry5 'i9q Ipl' w mmyy �{{[Jy�� o G�"�1 �xPl� � g !+}' aw �8. I l_. ¢aApy II•. nw S g L w 0n� ooPIS � r A g .. 1p � W i CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Kent Valley Signal System Upgrade Federal Aid Number: HSIP-000S(468) Project Number: 17-3018 BIDS ACCEPTED UNTIL. BID OIPENING December 12, 2018 December 12, 2018 1.0:45 A.M. 11:0 ' A.Mt. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENT � PdAL W A S H I N G T 0 N 'p General Table of Contents Section 1: Bid Documents Section 2: Contract Documents Section 3: Amendments to Standard! Specifications Section 4: Special Provisions Appendices: Kent Standard Flans 'w11VSDOT Standard Plans Traffic Control Plans WSDQT SPCC Plan Template Intersection Modification Diagrams (Fiber Interconnect Modification Diagrams Prevailing Wage Rates BIDDER'S NAME ��'� CITY OF KIENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Kent Valley Signal System Upgrade Federal Aid Number: HSTP-OOOS(468) Project Number: 17-3015 BIDS ACCEPTED UNTIL BID OPENING December 12, 2018 December 12, 2018 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR i KENT WASHINGTON Bid Document Contents Invitationto Bid ......................................................................„.,,.......,,. 1 Information for Bidders .......................................................................... 3 Contractor Compliance Statement.........................................................,.,6 Declaration - City of Kent Equal Employment Opportunity Policy .„................7 Administrative Policy 1.2 - Minority and Women Contractors ................... 8 City of Kent Equal Employment Opportunity Compliance Statement ..............9 Proposal .,... ........ ............... ......................____..................... .......... 10 Proposal Signature Page ..............................................................„. ...,.,,, 16 BidBond Form ...................................................................................... 17 Contractor's Qualification Statement--, 18 Certification of Compliance with Wage Payment Statutes .........................24 City of Kent Subcontractor List (over $100K) ............................_ „„,,,,,.......25 Local Agency Subcontractor List (271-015A)..............................................26 Combined Declaration Form (Non-Collusion, Minimum Wage)....................... 27 Non-Collusion Declaration (272-036I),,,„„,„„,„.............................................28 Local Agency Certification for Federal-Aid Contracts (272-040A)................... 29 Local Agency Disadvantaged Business Enterprise Utilization Certification (272-056) ...............................__......................,............................,.,„„ 30 Local Agency Disadvantaged Business Enterprise Written Confirmation Document (422-031) ......................................,., ..................................33 Required Contract Provisions Federal-Aid Construction Contracts (FHWA-1273)........................................,.,,......................,......................34 Proposal for Incorporating Recycle Materials into the Project.„...................... 57 ChangeOrder ...................... ....................................... ............... 58 Bidder's Checklist ........ ................................................ ........................ 60 INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through December 12, 2018 up to 10:45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 11:00 a.m. for the City of Kent project named as follows: Kent Valley Signal System Upgrade Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 The project consists of upgrading North Kent Valley traffic signal system by implementing flashing yellow arrow signal displays on 31 approaches at 14 intersections, replace 5 traffic signal controller cabinets and 34 controllers, improve communication by replacing existing copper interconnect with fiber along 3 arterials, and add 5 traffic monitoring cameras. The Engineer's estimated range for this project is approximately $750,000 - $850,000. The DBE goal for this project is 5%. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Kelly Peterson at 253-856-5547. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Plans and specifications can also be downloaded at no charge at KentWA.gov/doinn- business/bids-procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening, Kent Valley Signal System Upgrade/Peterson 1 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 The (Local Agency) in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. Dated this 1911 day of November, 2018. BY: �. Kimberley A. moto, City Clerk Published in Daily Journal of Commerce on November 21, 28, and December 5, 2018. INFORMATION FOR BIDDERS Also see the Standard Specifications and the APWA Special Provisions for additional information. 1. Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take whatever action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). 2„ Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the Plans and Kent Special Provisions. Additional copies can be purchased from the City at the price specified by the City or in the Invitation to Bid. 3, Because of the varying soil composition and ground water levels encountered in various areas and at different seasons of the year, the City makes no representation of such conditions as they may pertain to this project. The Contractor shall be responsible for any and all cribbing, sheet piling, dewatering, or other construction methods or procedures that may be necessary to complete the project, and additional compensation therefore will not be allowed unless otherwise specified in this document. Soils information is included as a reference in these Kent Special Provisions. 4„ Prospective bidders may obtain Bid Documents and a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid." Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. S. All blanks in the proposal forms must be appropriately filled in. Proposal must contain original signature pages. Facsimiles are not acceptable and are considered non-responsive submittals. 6. Certified checks are not accepted for bid deposit. 7. All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. Kent Valley Signal System Upgrade/Peterson 3 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 8. No person, firm or corporation shall be allowed to make, or file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not thereby disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. 9. The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. A bidder who wished to claim error after the Bids have been opened and tabulated shall submit a notarized affidavit signed by the Bidder, accompanied by original work sheets used in the preparation of the Bid, requesting relief from the responsibilities of Award. The affidavit shall describe the specific error(s) and certify that the work sheets are the originals used in the preparation of the Bid. The affidavit and the work sheets shall be submitted to the Engineer no later than 5:00 p.m. on the first business day after Bid opening, or the claim will not be considered. The Engineer will review the certified work sheets, to determine validity of the claimed error, and make a recommendation to the City. If the City concurs in the claim of error, the Bidder will be relieved of responsibility, and the Bid Deposit of the Bidder will be returned. Thereafter, at the discretion of the City, all Bids may be rejected or award made to the next lowest responsive, responsible Bidder. 10, The form of contract that the successful bidder, as the Contractor, will be required to execute, and the forms and the amount of surety bonds that it will be required to furnish at the time of execution of the contract are included in the bid documents and should be carefully examined. The contract and the Surety Bonds will be executed in two (2) original counterparts. Within 10 calendar days after the award date, the successful bidder shall return the signed City prepared contract, insurance certification as required by the contract, and a satisfactory bond as required by law and Section 1-03.4. If the successful bidder fails to provide these documents within this 10-day period, the City may, at its sole discretion, reduce the time for completion of the contract work by one calendar day for each calendar day after this 10-day period that the successful bidder fails to provide all required documents. Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the City. No claim for delay shall be granted to the Contractor due to his failure to submit the required documents to the City in accordance with this schedule. Kent Valley Signal System Upgrade/Peterson 4 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 11. Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 12. The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. 13. Refer to the insurance requirements in Exhibit A, which constitute the Contractor's insurance requirements for this project. 14. Bidders must complete WSDOT Form 272-056 (Disadvantaged Business Enterprise Utilization Certification) which is included in the Bid Package. This project has a 50/o DBE goal. 15. Bidders must have each Disadvantaged Business Enterprise (DBE) sub, that has been listed on the Disadvantaged Business Enterprise Utilization Certification (DOT Form 272-056), complete a Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document (DOT Form 422-031), which is included in the bid package. Kent Valley Signal System Upgrade/Peterson 5 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date 12 12.- 2ol`d This statement relates to a proposed contract with the City of Kent named Kent Valley Signal System Upgrade Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 I am the undersigned bidder or prospective contractor. I represent that - 1. I have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. Nor+heast Elec tr i r, L.L.C. NAME OF BIDDER BY; ✓ SIGNATURE/TITLE Trod �ailta Mo�hoi V e r Dowh Raver- Dn'vt Wor)JILWA, WA orou:-4 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Kent Valley Signal System Upgrade/Peterson 6 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. 1 have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract, I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract, the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. S. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. For: Nor-I-heaa.+ E►�cA-►^ c, 'L.,C.. Title: —fro' yiGi bey-4 n tiger Date: 12-112(2DI5 Kent Valley Signal System Upgrade/Peterson 7 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. Kent Valley Signal System Upgrade/Peterson 8 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 CITY OF KEN'T EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled o ( FTER COMPLETION of his project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as Kent Valley Signal System Upgrade/Federal Aid Number: HSIP-OOOS(468)/Project Number: 17-3015 that was entered into on the (Dafm� between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: For: Title: Date: Kent Valley Signal System Upgrade/Peterson 9 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that NDr4oej � EJeCt Ic, LLC . has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named Kent Valley Signal System Upgrade/Federal Aid Number: HSIP-OOOS(468)/Project Number: 17- 3015 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. OUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Kent Valley Signal System Upgrade/Peterson 10 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 48 Off-Duty Uniformed Police $70.00* $3,360.00 KSP HOURS Officer Per HR *Common price to all bidders 5010 1-10.5 1 Traffic Control $)Ir„11}. � $If6,ll •� KSP LUMP SUM Per LS Schedule V Total $_I)V,44}-CID Kent Valley Signal System Upgrade/Peterson 11 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 SCHEDULE VI — ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6000 1-09.7 1 Mobilization $50 DpD " $ ,C-D,Ol7O'o 0 WSDOT LUMP SUM Per LS 6002 8-20.5 1 Traffic Signal Display $ KSP LUMP SUM Modifications and Camera Installation at 681h Ave. S. and S, Per LS 228" St. 6005 8-20.5 1 Traffic Signal Display $25 44}-0p $2S � °6 KSP LUMP SUM Modifications and Install Controller Cabinet at 581h Ave. S, Per LS and S. 2041h St. 6010 8-20.5 1 Traffic Signal Display Modifications $3S �Ol,p KSP LUMP SUM and Install Controller Cabinet and per LS Traffic Monitoring Camera at 68 Ave. S. and S. 196" St. 6015 8-20.5 1 Traffic Signal Display KSP LUMP SUM Modifications at 84th Ave. S. Per LS and S. 2081h St. 6020 8-20.5 1 Traffic Signal Display Modifications $211 0i1 .00 $2fl pl7",00 KSP LUMP SUM and Remove and Replace Existing per LS Signal Pole at 64" Ave. S. and S. 212th St. 6025 8-20.5 1 Traffic Signal Display Modifications ',',d °('O° $ 00 and Install Controller Cabinet and KSP LUMP SUM Traffic Monitoring Camera at 841h Per LS Ave. S. and S. 196th St. 6030 8-20.5 1 Traffic Signal Display $11�'W-Qc` $ KSP LUMP SUM Modifications at 84th Ave. S. Per LS and SR 167 Northbound Ramp 6035 8-20.5 1 Traffic Signal Display $G(t�10•0� $Z4 'IDj Do KSP LUMP SUM Modifications at 84th Ave. S. and Per LS SR 167 Southbound Ramp 6040 8-20.5 1 Traffic Signal Display $01,99;•pO $1513•00 KSP LUMP SUM Modifications at 76th Ave. S. Per LS and S. 2281h St. Kent Valley Signal System Upgrade/Peterson 12 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6045 8-20.5 1 Traffic Signal Display KSP LUMP SUM Modifications and Install Controller Cabinet at 64" Ave. S. per LS and S. 228" St. 6050 8-20.5 1 Traffic Signal Display $IG1,lqI p0 $ I�,�` I .ou KSP LUMP SUM Modifications at 58th PI. S. and Per LS S. 2001h St. 6055 8-20.5 1 Traffic Signal Display $22lPol� °o $22 UaLy.00 KSP LUMP SUM Modifications and Install per LS Controller Cabinet at 72nd Ave. S. and S. 196th St. 6060 8-20.5 1 Traffic Signal Display $UILR 600 $tp tp4Qj.00 KSP LUMP SUM Modifications at 80th Ave. S. Per LS and S. 196th St. 6065 8-20.5 1 Traffic Monitoring Camera $ IO,DID� °O $ IO,ote3 Dc' KSP LUMP SUM Installation at 681h Ave. S. Per LS and S. 212th St. 6070 8-20.5 1 Traffic Signal Display "111901.00 $ 4 1i9q .po KSP LUMP SUM Modification at 58th Ave. S. Per LS and S. 228th St. 6075 8-20.5 1 Traffic Monitoring Camera $q,9ni $ ol,q(p(D•o" KSP LUMP SUM Installation at 84th Ave. S. Per LS and S. 228th St. 6080 8-20.5 1 Replace Existing Copper $���}�,� KSP LUMP SUM Interconnect with Fiber Optic per LS Cable at Meeker St. to S. 228th St. Along 64th Ave. S. 6085 8-20.5 1 Replace Existing Copper KSP LUMP SUM Interconnect with Fiber Optic Cable at 591h PI. S. to 84th Ave, Per LS S. Along S. 2121h St. 6090 8-20.5 1 Replace Existing Copper $�� ZJVI 0° KSP LUMP SUM Interconnect with Fiber Optic Cable Per '- t at James St. to Todd Blvd. Along Washington Ave. (68th Ave./West Valley Highway) Kent Valley Signal System Upgrade/Peterson 13 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. OUANTITY PRICE AMOUNT 6095 8-20.5 34 Provide Controller with $5,05p•o° $ I-411--DO•O' KSP EACH TS1 "D" Connector Adapter Per EA Harness. 6100 1-09.15(1) 1 SPCC Plan $g. pCO•oo WSDOT LUMP SUM Per LS 6350 1-04.4(1) 1 Minor Changes $2,000.00* $2,000.00 WSDOT CALC Per CALC *Common Drice to all bidders Schedule VI Total $ 4 IAA >92.0o Kent Valley Signal System Upgrade/Peterson 14 December 6, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 BID SUMMARY Schedule V Ajs,�),4aa-w Traffic Control Schedule VI _+ UF)4,;92'(111 Electrical TOTAL BID AMOUNT Kent Valley Signal System Upgrade/Peterson 15 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within fifty (50) working days after issuance of the City's Notice to Proceed. . The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s I- to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: �Z 1Z�2014� Nor-M-ecM !P-lechriC LLC• NAME OF BIDDEER.� Signattre of Au orized Representative Trott HAl Manager (Print Name and Title) - 1}VD Down River Drive Address wood land , VyA qmo-4 Kent Valley Signal System Upgrade/Peterson 16 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 I BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Northeast Electric, LLC as Principal, and Merchants Bonding Company (Mutual) as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of nye.Porcenrorl'Ar ountBid(5% Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Kent Valley Signal System Upgrade/Federal Aid Number: HSIP-OOOS(468)/Project Number: 17-3015 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 30th DAY OF November 2018. Northeast Electric.„ LLC PRINCIPAL1y04 HAt13&,,), Manag& Merchants, :&n ing Company (Mutual) / SIJ ..Ttl Ja 1G anf�rtt;Attaineyirh-Fact c w„ 20 Received return of deposit in the sum of $ Kent Valley Signal Systern Upgrade/Peterson 17 November 20, 2018 Federal Aid Number: HSIP-OOOS(4") Project Number: 17-3015 N ' f MERCHANTS BONDING COMPANY„i POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC.,both being corporations of the State of Iowa(herein collectively called the"Companies")do hereby make,constitute and appoint, individually, Adam Martin, Aimee R Perondine; Aiza Lopez, Ashley Sinclair, Brian Peters; Danielle D Johnson, Donna M Planeta; Jennifer M Garten, Joshua Sanford, Keri Ann Smith; Michelle Anne McMahon, Nicole Ann Clark, Stacy Rivera; Stephani A Trudeau their true and lawful Attorney(s)-in-Fact,to make,execute,seal and deliver on behalf of the Companies,as Surety,bonds,undertakings and other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of: FIVE MILLION($5,000,000.00)DOLLARS This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company(Mutual)on April 23,2011 and adopted by the Board of Directors of Merchants National Bonding, Inc.,on October 24,2011. "The President,Secretary,Treasurer,or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the seal of the Company thereto,bands and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execuhion and delivery of bay band,undertaking,recognizance,or other suretyship obligations of the Company,and such gdgnalttrt",and bail when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or Its assignee,shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 24th day of October 2016 'n, MERCHANTS BONDING COMPANY(MUTUAL) t�5lOP1g4 Y q�gyS1I CO MERCHANTS NATIONAL BONDING,INC. 1033 ; i 2003 ' tea By ripe STATE OF IOWAnrers� rvrvrrr COUNTY OF Dallas as. President On this 24th day of October 2016 before me appeared Larry Taylor,to me personally known,who being by me sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC.;and that the seals affixed to the foregoing instrument are the Corporate seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. x� ier skrr'< WENDY WOODY zh11 � Commission Num bar 784654 r y Commission Expires a:xNi` Jame 20. 2017 Notarypubl( County, Iowa (Expiration of notary's commission does not invalidate this instrument) I,William Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof,I have hereunto set my hand and affixed the seal of the Companies on this 3U day of Ml hf•e-f nnN uH > • I,1101444• �rziU Cp ,r py �p O kq fob ASS} I'° 0 �q���`; / �z a c✓"� x C rl Secretary 1833ce : POA 0014 (6/15) CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Kent Valley Signal System Upgrade/Peterson 18 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: 7 NAME: rl) flOIIb2r ADDRESS: 1_`aD Down P iver r,>6ve wbodIii wA 90ow44 PRINCIPAL OFFICE: NV+AieAst E1-ec_t ic,,LLC . ADDRESS: ITbO Duv 1 R:1Ver Drive WOOMO'y1,5�l , wA- Te)2 4 PHONE: C;1O0) 219- 9-0D4 FAX: (7,ub)225 }C)aI STATUTORY REQUIREMENTS - Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. U01— 4 - +U 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. see ar�fcch . Kent Valley Signal System Upgrade/Peterson 19 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06,010 or 39.12.065 (3). <. 04CAC teLA. 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. See:. cvldotdr�eM . SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 1 years 2.2 How many years has your organization been in business under its present business name? 0;, �4eoxrs 2.2.1 Under what other or former names has your organization operated? N17yl-e 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation:2 , 2.3.2 State of incorporation: VQCASV)i 2.3.3 President's name:TYoy Nell}er 2.3.4 Vice-president's name(s): Q 'i4^tbe HG`��r� 2.3.5 Secretary's name:TY-0.4 }{�lberr7 2.3.6 Treasurer's name: fj�,otrri 2.4 Iff ypur organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 if your organization is individually owned, answer the following: NA 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: Nt P� Kent Valley Signal System Upgrade/Peterson 20 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. wAShlrl�ron C viera.4. P�DITIIELOZzIn�t+Eh rlvr�11 UV Ct4 Lt d 4 ()re Uvt f : 1�2fi�12 3.2 List jurisdictions in which your organization"s partnership or tradname is filed. N fA 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its on forces.CJ-FYI OO �1r,� I c 4 C'vu4hra ci a 1 V ral+ 7 rAd vs; 'Hi cP(, COKAK'-exoi u 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) NUM. 4.2.1 Has your organization ever failed to complete any work awarded to it? No• 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? Nca . 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? No . 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) No. 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 1 e r(- {-ACkeGd . 4.4.1 State total worth of work in progress and under contract: $'�>eb Ml ll'ion DOI V,r5 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. S , . . 4.5.1 State average annual amount of construction work performed during the past five years: OV) 6k\J-Crc9-e, (>. kill9` per yreckv- pot, -f G'Ieckvs. 4.6 On a separate sheet, lust the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. Sec, A+f-ck cl�eA . Kent Valley Signal System Upgrade/Peterson 21 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 5. REFERENCES 5.1 Trade References: 5.2 Bank References: RAnV-6 -tv P Paelfi C- Hotymi Wes vlahav) 5.3 surety: Me chavr4s aovtd n j Covv,pt,-,nN/ (AA L4U'.t 5.3.1 Name of bonding company: MeYGhcAv)1S BDYIAty)j (0 5.3.2 Name and address of anent: .{ r , YES 2j�2 2. 4N Co 6. FINANCING rt)y"+toun(:AaC) � 6.1 Financial Statement. R` c�k) upt)" rev�veS`4 . After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? y-es. Kent Valley Signal System Upgrade/Peterson 22 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 7. SIGNATURE 7.1 Dated at this 12'r"day of PeC—wMbrer- 2018. Name of Organization: NDY�ctSt` �IeG"h-icy L_L_C. By: Title: Y 7.2 -k-V �'CO t> Y being duly sworn, deposes and says that the information provid d herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before m��e^^ this I G-1"�-clay of r , 2018. Notary Public: � t} Y p Gra'Awn:rrryr M Commission Ex Tres: 2-02-2 NOTARY PUBLIC n 3 r Ip�rgaoa4YArtNrd` 6 Kent Valley Signal System Upgrade/Peterson 23 November 20, 2018 Federal Aid Number: HSIP-OODS(468) Project Number: 17-3015 NON-COLLUSION AND DEBARMENT AFFIDAVIT STATE OF WASHNG"I'ON ) **COUNTY OF NW IIt2- ) .) I I, the undersigned, an authorized representative of ***. � 9 being fast duly sworn on oath do hereby certify that said person(s), firm,association or corporation has(have)not,either directly or indirectly,entered into any agreement,participated in any collusion,or otherwise taken airy action in restraint of free competitive bidding in connection with the project for which this proposal is subm fitted, I further certify that, except as noted below,the firm,association or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency, has not been suspended, debarred,voluntarily excluded or determined ineligible by any federal agency within the past 3 years;does not have a proposed debarment pending.and has not been indicted,convicted, or had a civil judgment rendered against said person,firm,association or corporation by a court of competent jurisdiction in any m atter involving fraud or official misconduct within the past 3 years. I further acknowledge that by signing the signature page of the proposal,I am deemed to have signed and have agreed to the provisions of this affidavit. V M Vo Ileac y o,( S P nr ( , e r+me oCProlecL ��'"' NQv+hectr,t � IeGh��� LAC . Name of Bidder's Firm XII Signature of uthorizQRcpresentotive of Bidder Printed Name of Authorized Repreyeatative of Bidder Date I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that(he/she)signed this rostrum ent and acknowledged it to be(his/her)tree and voluntary act for the uses and purposes mentioned in the instru, } Dated 12, IZ w1(b Lc - . . _. :. --_ --------- N 1 lalic in and TWO State of Washingtori residing at „ �126.\ y y Notary(print): J6 I-ap Kh. 1`t""itnM....r, My appointment expires: {��Y. b? �sssiorv ' •;so 'ovT cn��ar ;r*�", Contractor Certification Wage Law Compliance-Responsibility Criteria Washington State Public Works Contracts FAILURETO RETURN THIS CERTIFICATION AS PART OF THE BID PROPOSAL PACKAGE WILL MAKETHIS 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,and provision of RCW chapters 49.46,49.48,or 49.52 within three(3)years prior to the date of the Call for Bids. BIDDER NAME: N O I-fc/hfIG1 LI C. Name of Contractor/Bidder-Print full legal entity name of firm By, _r 11GI�)er rro gnaturea Auuitl orued person Print name of person ma dng certifications for firm — Title: -Ma er Place: WOoArlVll V v Titl of person signing certificate Print city and state where signed Date: ��✓ �d ���� A DOT Form 272-009 EF Revised 0612017 STATE Or WPASI ANCrON Department of Labor& Industries Certificate of Workers' Compensation Coverage December 12, 2018 WA UBI No. 602 482 576 L&I Account ID 9053600 Legal Business Name NORTHEAST ELECTRIC LLC Doing Business As NORTHEAST ELECTRIC LLC Workers' Comp Premium Status: Account is current. Estimated Workers Reported Quarter 3 of Year 2018 "51 to 75 Workers" (See Description Below) Account Representative Employer Services Help Line, (360)902-4817 Licensed Contractor? Yes License No. NORTHEL957D4 License Expiration 03/24/2019 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See RCW 51 .12.050 and YY li� iir �r S rzp,o`VVasi n gton � ��" p°�" �!t { „flanuary 1 , 2018 0 .6000 F a Fox, , l a 11-F0 J1f,/l,�ii/i 'r _ u it m n aoor any ndLI Iles f '1P,N � f l ui r J T�o Ec i o � � r �I I 9a� Pn ///;YPvc/rr lliJr/P�v1i r it / '. p 12-0°5-17 July 1, 2013 June 30, 2016 ,. Ky�/tp�t/y�,rbp y/� ii ��� / r�i (i1lki�i 11 r) RM"a/n//opt,'M-ril: 4p2 482 576 � NORTHEAST ELECTRIC LLC 1780 DOWN RIVER DR 040 ,53E-Op l55?534b Mae WOODLAND WA 98674 KRISTI LINN ® (360)902-4620 What went into calculating your 2018 workers' comp rates? 1 . Change in L&I average 'base' rate: 2.5% average rate decrease for 2018; rates specific to your industry can be found on our website at Ini .wa.gov 2. Changes in industry costs: Changes in claim costs compared to premiums collected for your industry ( 'risk class' ) in which some or all of your employees worked. 3. Your Experience Factor: Based on the medical , wage replacement and disability benefit costs for worker claims on your account, during the experience period listed above. 4. A claim-free discount: You earned a 40% claim-free discount in your Experience Factor. Learn how to keep the discount at www.Lni .wa.gov/ClaimFreeDiscount. Pay your prerniu ns cnlinea wvrrw.Lniovra.,g v/tau r`tes'iyd e���k F:aed 9ys�lp vnrdertnndinq 4l�s`�natae:x,;�Call your account manager atthi?phon�numher shr oabovo, man= ���,,;79 0107-00 tility line const:Underground 1.7034 0.6458 �0.0222 0.1030 $1.27390 $0.25190 $1.5258 0219-00 ighway Light/Sign Inst NOC 1.5717 0.5883 0.0205 0.1030 01.17715 $0.23415 51.4113 0507-05 oof Const or Repair-All Types 4.3328 2.5428 0.0554 0.1030 $3.43065 $0.83095 $4.2616 0518-00 .wilding/Concrete Const NOC 1.9059 0.6032 0.0247 0.1030 $1.44345 $0.29965 $1.-1433 0601-00 -Jett Wire In Bldgs/Floodlight 0.7636 0.3653 0.0099 0.1030 $0.62225 $0.16405 $0.7863 „ 1102-03 rucking: Intrastate 2.4760 0.9709 0.0322 0.1030 $1.83805 90.35245 $2.1905 3602-07 lectronic Parts Assbly 0.1206 0.0810 0.0015 0.1030 $0.14865 $0.07625 $0.2249 k 4904-00 lerical Office NOC 8 Draftsmn 0.0260 0.0188 0.0003 0.1030 $0.07285 $a 05725 $0.1301 5206-79 ontractors Perm Yard or Shop 0.6557 0.3269 0.0084 0.1030 $0.54550 S0.15210 f $0.6976 II 1.0000 a %r,, ;,,. ai%�/„. prism. V9k!ox,y Ila !ihrr. a ° ,6000 ,6000 I'IwJ of ,i u f irrsoa � U (IMN a a rro x o : Whir 0 1 if it.: u vn i'�:dlo i , ol o', ni81 Base 2017 201E ,r I nr r r I� ryrIm Whrrif ; an ex ei:'en e e'r3 Ci'1q`i a r:r irf f ru. 1 p^1 Factor Factor Factor :, .Y nP hr See bac)c fa an explanation. ;,,.;, F225-004-000 [10=201,] PAGE 1 OF 1 CN: 152,604 NORTHEAST 1780 Down River Drive Woodland, WA 98674 Phone # (360) 225-7004 Fax # (360) 225-7001 www.nellc.net Major Construction Projects in Progress: Name of Project:c RP- n}crchar�9e , C0091'v1-4- Owner:WSDOT Architect/Engineer• Chuck NI-Mole., '3190-4i12- 3, 4'2.b Contract Amount: 3, 198tn, KPI.Uo Percent Complete: (y Name of Project:rS-r--XPrtSS 1_Ah25Fl-ec+mvx'lcs'gn �ePlac2w�e Gbb°12�Z Owner: WSDbT Arch itect/Engineer: DoveU"Aberg, 425- 2-IS � ZS Contract Amount: +l ,`a��,Sr�B op Percent Complete: I U Name of Project: 2vcV-kcy ae-bk. d14 hA15 , C Ob�1Z�3 Owner: WSDDT Architect/Engineer:JovN V.ez'k , - tad S� Contract Amount: 4 I, z25, D3>9 . Oo Percent Complete: �iD% Name of Project:P0Y4- o(, VAIAMA MGtnnA 12.enpva ions Owner: Port of IGAloirm0) Arch itect/Engineer: parin SgmpSor) , SUO- (-P�:[;'23Z' Contract Amount: 41 , IDO, Duo . 00 Percent Complete:6IG 010 Name of Project:SRa Dedestrie.)nCrUssih9S0 (" I:Mprvvew ol5 Owner: WSDDT Arch itect/En gin eerjovi Kentir') , 2�3 3lDS- (o�Sb Contract Amount; �'154,D4,9 •pe Percent Complete: 120/0 Name of Project: V',fe- AipCo�r�i y- fLlahowyal rc�{ c Si�V� l Owner:lZii-Soap Couv,1 y public WVW; Architect/Engineer: TOhOCfYian QrGthJ_ 2�1p0 33-4- S-44'+ Contract Amount:+e1A2,2ut) • Oo Percent Complete:� � p Name of Project:Ne NEV914-A�ve-I-o NG117-Iv, Pave. Owner: 6101'rkCOl Vv 'PkAM,G WO(V-S Architect/Engineer: Vavid DDIc,v) Contract Amount:$55D, 51 U .00 Percent Complete:21-/, Name of Project:ZV110JAPUMOV19 VPJvMJe5 Owner:50* MZY-6i00cbDVI DIS c.+ Arch itect/Eng1neer:EhGpiXpvi-5bol_c�4-4 I� 3S Contract Amount: 'b(.p2, q Qc3.Do Percent Complete: �� fm NORTHEAST 1780 Down River Drive Woodland, WA 98674 Phone # (360) 225-7004 Fax # (360) 225-7001 www.nelk.net Major Construction Projects Completed: Name of Project:WANQSMORA 14(�)�li�vo�llytvpmrmd�ie phmSti5ViUfitS Owner: ra�,.9itr +�o�rti�wis�at+Un, WESYh (A�dsFed �l F}wY p v.- .RDi�tnerNth. Arch itect/Engineer'crou9 (;UU) Lplal-'4}Ou pw(Y- Contract Amount: 42,1 1,1V'S .91 Date of Completion:oftb.erzO1%, 2-ols Percentage of cost of work performed by our own forces: )ap`/e Name of Project: hn,eKtS Owner: VYWIW Arch itect/Engineer:CoU -,t Ctmlil, MP0)-+4a-tUDu Contract Amount: *Sh5,S001 •q-S Date of Completion: 41IS 120IS Percentage of cost of work performed by our own forces: Name of Project: r-1; Mel levl ,I'r-ezt l"D l iiCtaSkz Timcfioh,StAge 2 Owner: W590-F Arch itect/Engineer: (OI-Ih Newell, (31Rp)�40 F7h0� Contract Amount: 43,VG r0)UV-00 Date of Completion: 1511-D12-01-- Percentage of cost of work performed by our own forces: '2-p% Name of Project: VMcf l prGh�rds l rc,{ L SSr,a l (7pt�+�i 2� �' Owner:Cl01r� (ow+� T)v'blic- Wo,' I-S Architect/Engineer: Z ssoc NI(- (ova I Contract Amount: $' �3D IS'•�S Date of Completion: 11I,3-12bIa Percentage of cost of work performed by our own forces: 151�5 % Name of Project: Kihcpoy,�- Way - Si�vl�l i ct-;ov) Owner: VV c Dt>T Architect/Engineer: Al?.x S mvIm6v,,o , ( 3-v-1) 22Z- 24103 Contract Amount. 44;2—, Lpqv . Date of Completion: Zj / 2A1tb Percentage of cost of work performed by our own forces: 5�/ NORTHEAST 1780 Down River Drive Woodland, WA 98674 Phone # (360) 225-7004 Fax # (360) 225-7001 waww+w.nellc.net Key Individuals Proposed for this Project: Troy Halberg 10+ Years of Experience with our company as Project Manager, Estimator, General Manager, President Present Commitments: President/General Manager of our Company Arliss Peterson 15+ years of Experience with our company as Project Manager, Superintendent Present Commitments: Projects Listed on attached Projects in Progress sheet, more available upon request Jared Hallberg 10+ Years of Experience with our company as Project Manager Present Commitments: Multiple Projects, available upon request Page 1 of 3 NORTHEAST )UIPMENT LIST 2018 NO. YEAR MAKE MODEL DESCRIPTION FHWA RATE 1 2017 FORD F450 GAS4X2/300HP/GENERATOR/COMPACTOR $30.46 2 2017 FORD F450 DIESEL4X2/362HP/CREW/GENERATOR/COMPACTOR $29.50 3 2007 FORD F150 GAS 4X2/143HP/CREW/.5 TON $12.69 4 2004 INTERNATIONAL 4400 DIESEL4X2/220HP/5CY/40000 GVW $34.49 5 2017 FORD F450 DIESEL4X2/362HP/CREW/GENERATOR/COMPACTOR $31.64 6 2002 IIFORD F450 GAS 4X2/320HP/40FT MANLIFT/GENERATOR/COMPACTOR $39.90 7 2018 FORD F450 'DIESEL4X2/362HP/CREW/GENERATOR/COMPACTOR $31.67 8 2018 FORD F150-DAN 'GAS 4X4/270HP/CREW/.S TON $15.65 9 2018 FORD F150-ARLISS GAS 4X4/270HP/CREW/.S TON $15.65 10 2013 FORD F150 GAS 4X4/270HP/CREW/.S TON $15.20 11 2009 CHEVY 1500 GAS 4X4/270HP/CREW/.S TON $14.85 12 2008 PETERBILT 340 $54.40 13 1991 FREIGHTLINER .TD-40 REAR DUMP/DIESEL/425HP/ 50000GVW $59.89 14 1995 FORD F350 GAS 4X2/210HP/1 TON $17.44 15 2006 KENWORTH T80O-DS CRANE DIESEL 6X4 / 550HP/80000GVW $119.54 16 2018 (FORD I F1SO-SEAN GAS 4X4/270HP/CREW/.S TON '$15.65 17 2003 '.GMC 'W4500 FLAT BED DI ESEL 4X2/300HP/1.5 TON ''$21.06 18 2015 FREIGHTLINER 26 2006 FORD F150 GAS 4X4/CREW/191HP/.S TON $15.16 27 1998 KENWORTH T800 FLAT BED DIESEL 6X2/410HP/MUD PUMP/(2)1000 GAL TANKS/54000 GVW $65.78 30 1994 FORD LT8000 W/TEL CRANE DIESEL 6X4/240HP/9001D NATIONAL CRANE/42000 GVW $70.73 31 1995 INTERNATIONAL 8200 DIGGER DERRICK DIESEL GX2/350HP/AUGER/54000 GVW $101.71 32 1998 CHEVY K3500 DUMP TRUCK GAS 4X4/300HP/REAR DUMP/30,000 GVW $37.27 35 1997 FREIGHTLINER FLD120 DIESEL 6X4/320HP/HYD WET KIT/80000 GVW $61.65 36 2012 FORD F550 'DIESEL 4X2/CREW/362HP/GENERATOR/COMPACTOR $30.73 37 2012 FORD F550 (DIESEL 4X2/CREW/362HP/GENERATOR/COMPACTOR $30.73 38 2012 FORD F550 DIESEL4X2/CREW/362HP/GENERATOR/COM PACTOR $30.73 39 1997 FREIGHTLINER FL70 DIESEL 4X2/329HP/TEL BASKET/34000 GVW $57.38 40 1989 KENWORTH T800 DUMP TRUCK DIESEL 6X4/400HP/REAR DUMP/56500 GVW $59.53 41 2005 CHEVY EXPRESS 3500 GAS 4X2/15 PASSANGER VAN/360HP $21,67 43 2003 '.INTERNATIONAL 4400 DIGGER DERRICK DIESEL 4X2/300HP/DIGGER DERRICK/AUGER/40000 GVW $50.80 46 2001 FREIGHTLINER FL70 FLATBED DIESEL4X2/300HP/40000 GVW $27.33 47 2007 PETERBILT 335 DIESEL 6X2/325HP/DITCH WITCH FX60 VAC/54000 GVW $53.97 48 1999 CHEVROLET K3500 GAS 4X4/300HP/1 TON $21.82 E48 2018 CATERPILLAR 3.05+04 49 1999 CHEVROLET K3500 GAS 4X4/300HP/1TON $21.82 50 2013 FORD F150 GAS 4X4/191HP/.5TON '.,.$15.20 51 2013 FORD F150 GAS4X4/191HP/.5TON $15.20 S4 2003 FORD F450 GAS 4X2/360HP/GENERATOR/COMPACTOR/1.5 TON $32.90 55 1996 INTERNATIONAL 4700 DUMP TRUCK DIESEL 4X2/220HP/SCY/40000 GVW $31.25 56 1999 INTERNATIONAL 4900 BUCKET TRUCK DIESEL4X2/220HP/GENERATOR/WINCH/40000 GVW $58.29 58 2009 FORD F450 GAS 4X2/360HP/CREW/GENERATOR/COMPACTOR/1.5 TON $33.80 59 2015 FORD F350 DIESEL 4X4/362HP/CREW/AUX FUEL/1.0 TON $20.47 Page 2 of 3 60 2015 FORD F350 DIESEL 4X4/360HP/CREW/AUX FUEL/1.0 TON $20.47 61 2015 FORD F550 DIESEL 4X2/400HP/CREW/GENERATOR/COMPACTOR/1.75 TON $30.10 62 2007 CHEVY 3500 HD FLATBED GAS 4X2/360HP/1 TON $21.29 63 1994 KENWORTH T800 DIESEL 6X4/400HP/REAR DUMP/56500 GVW $60.58 69 2007 FORD F150 GAS 4X2/300HP/CREW/.5 TON $12.04 70 '.. 2008 FORD F150 GAS 4X4/248HP/CREW/.5 TON '',$15.18 71 2015 FORD F150 GAS 4X4/375HP/CREW/.S TON ',$21.08 '.. 73 2015 FORD F150 GAS 4X4/265HP/CREW/.5 TON $21.08 74 1993 FORD CARGO 7000 DIESEL 4X2/265HP/FLATBED/26000 GVW $26.87 75 2004 INTERNATIONAL 7400 BUCKETTRUCK DIESEL4X2/300HP/54FT LIFT/GENERATOR/WINCH/48000 GVW $64.56 76 1996 'WILLIE ALUMINUM BOAT 221`T/200HP $115.00 77 2004 INTERNATIONAL 7400 BUCKET TRUCK DIESEL 4X2/300HP/54FT LIFT/GENERATOR/WINCH/48000 GVW $64.56 78 1993 ASMB BOATTRAILER 22FT/NONTILT/2 AXLE/4TIRE $2.66 79 2016 '':FORD F150 GAS 4X4/191HP/.5 TON $15.44 80 2016 FORD F450 DIESEL 4X2/362HP/CREW/GENERATOR/COMPACTOR $29.49 81 2016 FORD F550 DIESEL 4X2/362HP/CREW/GENERATOR/COMFACTOR $30.19 82 2016 FORD F450 ',DIESEL 4X2/362HP/CREW/GENERATOR/COMPACTOR $29.49 83 2016 FORD F550 DI ESEL 4X2/362HP/CREW/GENERATOR/COMPACTOR $30.19 85 2004 FORD F350 GAS 4X2/300 HP/1TON $21.17 86 2004 INTERNATIONAL 7400 BUCKET TRUCK DIESEL 4X2/300HP/54FT LIFT/GENERATOR/WINCH/48000 GVW $64.56 88 2016 FORD ESCAPE GAS 4X4/120HP/SUV 89 2004 INTERNATIONAL 7400 BUCKET TRUCK DIESEL 02/300HP/54FT LIFT/GENERATOR/WINCH/48000 GVW $64.56 90 2004 INTERNATIONAL '..7400 BUCKET TRUCK DIESEL 4X2/300HP/54FT LIFT/GENERATOR/WINCH/48000 GVW $64.56 91 2004 INTERNATIONAL 7400 BUCKET TRUCK DIESEL 4X2/300HP/54FT LIFT/GENERATOR/WINCH/49000 GVW $64.56 92 1991 INTERNATIONAL 4800 CRANE TRUCK '.DIESEL 4X4/220HP/CRANE/GENERATOR/12000LB WINCH/40000 G'$60.94 94 2013 FORD F450 GAS 4X2/30DHP/GENERATOR/COMPACTOR/1.5 TON $30.33 95 2002 HOMEBUILT BOAT IGAS/24 FT ENCLOSED/270HP/PROP GAURDS/GPS/RADAR $140.00 96 1988 SHORELINE BOAT TRAILER NON TILT/24 FT/2 AXLE/4TIRE '$2.63 97 2011 'FORD F450 DIESEL 4X2/362HP/GENERATOR/COMPACTOR/1.5 TON $29.01 98 2012 KENWORTH T800 DIESEL 6X4/405HP/DROP AXLE/HYDRAULIC WET KIT/80000 GVW $64.10 99 2007 FORD F150 GAS 4X2/362HP/CREW/.S TON $20.44 100 2004 INTERNATIONAL 7400 BUCKET TRUCK DIESEL 4X2/300HP/54FT LIFT/GENERATOR/WINCH/48000 GVW $64.56 101 2004 INTERNATIONAL 4400 DUMP TRUCK DIESEL4X2/300HP/REAR DUMP/40000 GVW $42.33 T102 2019 BIG TEX 22GN 25'/GOOSENECK T103 2006 GREAT NORTHERN 'TRAILER 20'TILTBED/2 AXLE/8 TIRE/9 TON $5.84 T104 1965 WIREREEL TRAILER NON TILT AXLE/2 TIRE/HYDRUALIC SELF LOADER/3TON $2.63 T105 1965 WIREREEL TWT4I TRAILER 'NON TILT/1 AXLE/2 TIRE/HYDRUALIC SELF LOADER TON $2.63 E106 1969 DITCHWITCH 4010 PLOW DIESEL 4X4/110HP/36"D X 6"W/FRONT HOE/BLADE $25.30 T106 2018 GREAT NORTHERN DUMP TRAILER TILTDECK/2 AXLE/4TIRE/6TON T107 2018 GREAT NORTHERN DUMP TRAILER TILTDECK/2 AXLE/4TIRE/6TON T109 2001 TOWMASTER '.1477 TRAILER NON TILT/2 AXLE/8 TIRE/9TON $392 T110 2005 K-DEE REELTRAILER SINGLE AXLE POLY TRAILER T111 2000 '':WHEEL REELER REELTRAILER SINGLE AXLE POLY TRAILER T115 1998 INGERSOL RAND MK633 NON TILT/SINGLE AXLE/ROTARY COMPRESSOR/DIESEL/80 HP $20.18 E 117 2006 KUBOTA RTV 900 OPEN CAB DIESEL 4X4/3 CYLINDER/20HP $18.16 E119 2007 DEERE 3105G BACKHOE DIESEL4X4/86 HP/18",36"BUCKETS/FORKS/HYDRAULIC PECKER $61.01 E120 1993 FILSON STER H80XM FORKLIFT/4X2/5,000 LB CAPACITY $13.23 E121 2005 TCHWITCH MX182 EXCAVATOR DIESEL/15 HP/12",24"BUCKETS/OP.WEIGHT 1.9 MT $22.78 T124 1991 TRAILER CO. 4470FT MUVAL FLAT DECKTRAILER/43FT/2AXLE/86000 GVW 1$14.96 Page 3 of 3 T126 2008 DITCHWITCH FX60 VACU U M TRAILER DIESEL/231 HP/6CY $70.53 T128 2006 EAGLE TRAILER 20'TILTBED/2 AXLE/8 TIRE/9TON $5.84 T130 1969 TRUCO TRAILER NON TILT/1 AXLE/2 TIRE/3 TON $2.63 E133 2010 DITCHWITCH RT115Q H932 PLOW/DIESEL/115HP/42"PLOW DEPTH BLADES $27.37 T134 1985 OR TRAILER FB NON TILT/2 AXLE/8 TIRE/8TON $3.75 T135 1997 TRAILER KING VERMEER BORE TRAILER NON TILT/2 AXLE/8 TIRE/20TON $5.54 T136 2006 C&B GNFB26 GOOSENECK/2 AXLE/8TIRE/6TON $10.97 T138 1985 DITCHWITCH FLATBED TRAILER BT20 NON TILT/2 AXLE/8TIRE/9.5 TON $3,75 E139 2011 CAT 305 CR EXCAVATOR DIESEL/47 HP/OP.WEIGHT 5.7304 MT/ROP $29.57 E 140 2011 CAT 305 CR EXCAVATOR DIESEL/47 HP/OP.WEIGHT 5.7304 MT/EROP $29.57 T141 1999 CONEX (CONTAINER 10'X40'/JOB STORAGE CONTAINER $3.29 T147 1971 BROWN 'TRAILER NONTILT/2 AXLE/8TIRE/16 TON $4.92 T149 1974 STRICT TRAILER GODS ENECK/2AXLE/8TIRE/26 TON $6.45 T151 2000 S&L PRO REEL NON TILT/2AXLE/8TIRE/16 TON $5.06 E152 2006 DIECI FORKLIFT XRM621 DIESEL4X4/75HP/ALLTERRAIN FORKLIFT $25.46 T154 2013 ':TRAILMAX TRAILER 20'TILTDECK/2 AXLE/8 TIRE/16 TON $8.27 T155 2002 WABASH TRAILER GOOSENECK/2 AXLE/8 TIRE/26 TON $15.20 E156 2008 DITCHWITCH BORE IT922 DIESEL/54HP/9000 PULL BACK $48.65 T157 2010 TOWMASTER DW BORE TRAILER NON TILT/2AXEL/8 TIRE/500G WATER/7.5HP MUD PUMP $15.79 E158 1 2003 GENIE Z-45 SNORKEL LIFT (GAS 4X4/60HP/8 TON $19.49 T159 2003 TOWMASTER TRAILER (NON TILT/2 AXLE/8 TIRE/9.5 TON $3.77 E160 1999 ,IOHN DEERE 310SE BACKHOE '.iDIESEL4X4/86HP $33.12 T161 2005 FOREST RIVER TRAILER NON TILT/1 AXLE/2 TIRE/1 TON $2.77 T162 2009 BUTLER FB 16 TILTDECK/2 AXLE/4 TIRE/6TON $4.47 T163 2005 WELLS CARGO TW122 NON TILT/2 AXLE/4 TIRE/3TON $2.77 E164 2014 JOHN DEERE 50G EXCAVATOR (DIESEL/38HP/EROP/2 BUCKETS/THUMB $49.48 T166 1990 STRICT T/A 48'VAN TRAILER GOOSENECK/2 AXLE/8 TIRE/26 TON $5.18 T167 2000 DYNAWELD 50TRA NON TILT/3 AXLE/12 TIRES/25 TON $8.76 T174 2002 GREAT NORTHERN TRAILER 20'TILTBED/2 AXLE/8 TIRE/25 TON $8.49 E175 2013 JOHN DEERE 135D EXCAVATOR DIESEL/93HP/2 BUCKETS/THUMB/ROP $93.48 E176 2012 HITACHI ZX85 EXCAVATOR DIESEL/54HP/2 BUCKETS/PECKER/VIBE COMPACTOR/ROP $77.88 E178 2002 LAYMOR BHC RIDE ON BROOM DIESEL/25HP $23.56 T179 2002 BLAZE 22TLRTRAILER NON TILT/2 AXLE/4 TIRE/12 TON/GENERATOR/AC/HEAT $5.70 E180 2015 JOHN DEERE 50G EXCAVATOR DIESEL/38HP/2 BUCKETS/THUMB/EROP $49.55 E181 2015 JOHN DEERE 50G EXCAVATOR DIESEL/38HP/2 BUCKETS/THUMB/PECKER/EROP $51.75 E183 2015 KUBOTA M7040 SUHD LOADER DIESEL4X4/68HP/BUCKET/FORKS $29.22 E184 1998 MITSUBISHI FG25 FORKLIFT PROPANE 4X2/54HP/5000 CAP $8.52 E185 1998 MITSUBISHI iFG25 FORKLIFT PROPANE 4X2/54HP/5000 CAP $8.52 E188 2016 JOHN DEERE '.35G EXCAVATOR DIESEL/30HP/2 BUCKETS/THUMB/ROP $38.04 E189 2016 'JOHN DEERE 17G EXCAVATOR DIESEL/15HP/2 BUCKETS/THUMB/ROP $31.63 T190 2016 GREAT NORTHERN TRAILER 20'TILTBED/2 AXLE/4 TIRE/6 TON $4.63 F191 2016 KUBOTA SVL95 LOADER DIESEL/96HP/BUCKET/FORKS/ROP $37.83 E192 2016 VERMEER BORE D24x40 SERIES DIESEL/125HP/28000 PULL BACK $97.69 E193 2009 RAYMOND 740 DR32TT FORKLIFT ELEC/4TON I,59.65 T194 2001 BUTLER HWSC-80 REEL TRAILER NON TILT/1 AXLE/2 TIRE/3TON ',$2.76 T195 2016 WANCO ARROW BOARD NON TILT/1 AXLE/2TIRE/.S TON ',$5.21 T196 2017 GREAT NORTHERN DUMP TRAILER TILTDECK/2 AXLE/4 TIRE/6 TON $4.60 E197 2017 IOHNDEERE 17G EXCAVATOR DIESEL/15HP/2 BUCKETS/THUMB/ROP $31.63 7198 2012 SOLAR TECH ARROW BOARD NON TILT/l AXLE/2 TIRE/6TON $5.68 T199 2015 DLYMPIC OM16-2E TRAILER TILTDECK/2 AXLE/4 TIRE/6 TON $4.61 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (December 12, 2018), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Nor+heAstElee� rlC LLC . Bidder's Business Name —ySignature of Autl edied Official* I T(Cll5ercl Printed Name - Momajer- �pres�dev t Title IZI+Z WA Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. Kent Valley Signal System Upgrade/Peterson 24 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: Kent yallev Rinnal Svctem Upgrade Federal Aid Number: Hsiv-nnns14eR1 Project Number: 17-3015 Subcontractor Name NoJiF Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE Kent Valley Signal System Upgrade/Peterson 25 November 20, 2018 Federal Aid Number: HSIP-0005(468) Project Number: 17-3015 ........................_w......_ _.._. ...- Local Agency Name City of Kent ---- Local Agency Subcontractor List Local Agency Address Prepared in compliance with RCW 39.30.060 as amended 220 4th Ave. S. Kent, WA 98032 __ To Be Submitted with the Bid Proposal Project Name Kent Valley Signal System Upgrade Failure to list subcontractors with whom the bidder, if awarded the contract,will directly subcontract for performance of the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical,as described in Chapter 19.28 RCW or naming more than one subcontractor to perform the same work will result in your bid being non-responsive and therefore void. Subcontractor(s)with whom the bidder will directly subcontract that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. To the extent thig P111111 ' gt includes one or more categodos of work refervaged in RCW Z9,30.060,and no sgb;Qptrgctor is liggd 122low to perform such work, the bidder certifiga that the w2rk will either(11 be Perfortried by the bidder Itself.or(11)be oerformad by a lower tier subcontrartgr who will not contract directl)t with the bldskir, Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed Subcontractor Name Work to be Performed Bidder's are notified that is the opinion of the enforcement agency that PVC or metal conduit,junction boxes, etc, are considered electrical equipment and therefore considered part of electrical work, even if the installation is for future use and no wiring or electrical current is connected during the project. SR DOT Form 271-015A EF 26 Revised OW2012 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Kent Valley Signal System Upgrade Federal Aid Number: HSIP-OOOS(468) Project Number: 07-3015 NAME OF PROJECT NO►+heasi C—I-er-+c, c LLC - NAME OF BIDDER'S FIRM SIGNATURE Or AUTH ZED REPRESENTATIVE OF BIDDER Kent Valley Signal System Upgrade/Peterson 27 November 20, 2018 Federal Aid Number: HSIP-009S(468) Project Number: 17-3015 Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging activities call: 1-800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. SR DOT F. 272-0361 EF 28 0712011 Local Agency Certification for Federal-Aid Contracts The prospective participant certifies by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. This certification is material representation of the fact upon which reliance was placed when this transaction was made or entered into. Asaign of this certification is a i2rerequisite for making or entering intg this tranaa�2ion imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each failure. Ihe prospective Wiciagnt also porees by submitting his or he[ that he or she shall require thal the laliguage of .f.gWinn be included i all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. SR DOT Form 272-040A EF 29 07/2011 it froWashington State Underutilized Disadvantaged Business Department of Transportation Enterprise Utilization Certification To be eligible forAward of this Contract the Bidder shall fill out and submit, as a supplement to its sealed Bid Proposal, an Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification. The Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal that does not contain a UDBE Utilization Certification which properly demonstrates that the Bidder will meet the UDBE participation requirements in one of the manners provided for in the proposed Contract. Refer to the instructions on Page 2 when filling out this form or the Bid may be rejected.An example form has been provided on Page 3.The successful Bidder's UDBE Utilization Certification shall be deemed a part of the resulting Contract. Box 1:��Y}1�QC<C}��2C l�C. certifies that the UDBE firms listed below have been contacted regarding p patron on this project. If this Bidder is successful on this project and is awarded the Contract, it shall assure that subcontracts or supply agreements are executed with named UDBEs. (If necessary, use additional sheets.) Box 2: Kent Valley Signal System Upgrade Column 1 Column 2 Column 3 Column 4 Calumn 5 Name of UDBE Project Role Description of Work DollarAmount DollarAmount (See instructions) (See instructions) (See instructions) Subcontracted to be Applied to UDBE Towards Goal (See instructions) (See instructions) �C'ID0 euu Sub-Va tl Trr � (0LOVol 4SrUM �rpW.00 Underutilized Disadvantaged Business a .�15 Total UDBE Commitment DollarArnount Enterprise Condition of Award Contract Goal Box 3 ex a 5 i-1 By checking Box 5 the Bidder is stating that their attempts to solicit sufficient UDBE participation to meet the COA Contract goal has been unsuccessful and good faith effort will be submitted in accordance with Section 1-02.9 of the Contract DOT Form 272-055U 30 Revised 02/2018 Instructions for Underutilized Disadvantaged Business Enterprise Utilization Certification Form Box 1: Name of Bidder(Proposal holder) submitting Bid. Box 2: Name of the Project. Column 1: Name of the Underutilized Disadvantaged Business Enterprise (UDBE). UDBE Firms can be found using the search tools under the Firm Certification section of the Diversity Management and Compliance System web page flvv,�(Jnl tduvG a ,�C �.�rupipili<arua ,! r 1;pir1 Repeat the name of the UDBE for each Project Role that will be performed.. Column 2: The Project Role that the UDBE will be performing as follows; Prime Contractor Subcontractor Subcontractor(Force Account) • Work sublet as Force Account must be listed separately. Manufacturer Regular Dealer • Work sublet to a Regular Dealer must be listed separately. • Regular Dealer status must be approved prior to Bid submittal by the Office of Equal Opportunity, Washington State Department of Transportation, on each Contract. Broker • Work sublet to a Broker must be listed separately. Lsl each pro role to be performed by a single UDBE individually on a separate row(s). The role is used to determine what portion of the amount to be subcontracted (Column 4) may be applied toward meeting the goal (column 5). Column 3: Provide a description of the work to be performed by the UDBE. The work to be performed must be consistent with the Certified Business Description of the UDBE provided at the Diversity Management and Compliance System web page P, tlt „1yj divcr3ypinplucom A Bidder subletting a portion of a bid item shall state "Partial' and describe the Work that is included. • For example; "Electrical (Partial)—Trenching". "Mobilization"will not be accepted as a description of Work. Column 4: List the total amount to be subcontracted to each UDBE for each Project Role they are performing. Column 5 This is the dollar amount for each line listed in the certification that the prime intends to apply towards meeting the COA Contract goal. It may be that only a portion of the amount subcontracted to a UDBE in Column 4 is eligible to be credited toward meeting the goal See Note 1„ Note 2,Note 3.The Contracting Agency will utilize the sum of this column (Box 4)to determine whether or not the bidder has met the goat. In the event of an arithmetic error in summing column 5 or an error in making appropriate reductions in the amounts in column four, See Note 1, Note 2, Note 3, then the mathematics will be corrected and the total (Box 4) will be revised accordingly. Note 1: For Work sublet as Force Account the bidder may only claim 50%m of the amount subcontracted(Column 4) towards meeting the goal (Column 5), This information will be used to demonstrate that the UDBE contract goal is met at the time that the bidder submits their bid. For example; amount sublet as force account= $100,000(Column 4)equates to ($100,000 X 50%r;)=$50,000(Column 6)to be applied towards the goal. Note 2: For Work sublet to a Regular Dealer the bidder may only claim 60% of the cost of the materials or supplies (Column 4)towards meeting the goal(Column 5). For example; Material cost = $100,000 (Column 4) equates to ($100,000 X 60%) = $60,000 (Column 5) to be applied towards the goal Note 3 For Work sublet to a Broker the bidder may only claim the fees paid to a Broker towards meeting the goal (Column 4). For example; amount sublet to a broker= $100,000 (Column 4) equates to ($100,000 X reasonable fee%) =$ (Column 5)to be applied towards the goat. Box 3: Box 3 is the COA Contract goal which is the minimum required UDBE participation. The goal stated in the Contract will be in terms of a dollar amount or a percentage in the Contract. When expressed as a percentage you must multiply the percentage times the sum total of all bid items as submitted in the Bidder's Proposal to determine the dollar goal and write it in Box 3. In the event of an error in this box,the Contracting Agency will revise the amount accordingly. Box 4: Box 4 is the sum of the values in column 5. This value must equal or exceed the COA Contract goal amount written in Box 3 or; Box 5: Check Box 5 if insufficient UDBE Participation has been achieved and a good faith effort is required. Refer to the subsection titled, Selection of Successful Bidder/Good Faith Efforts (GFE) in the Contract. See the Disadvantaged Business Enterprise Participation specification in the Contract for more information. DOT Form 272-050U 31 Revised 02/2018 Ad VA#F Department. State of TM 'tt tiara Underutilized Disadvantaged Business t� " Enterprise Utilization Certification To be eligible for Award of this Contract the Bidder shall fill out and submit, as a supplement to its sealed Bid Proposal, an Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification. The Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal that does not contain a UDBE Utilization Certification which properly demonstrates that the Bidder will meet the UDBE participation requirements in one of the manners provided for in the proposed Contract. Refer to the instructions on Page 2 when filling out this form or the Bid may be rejected.An example form has been provided on Page 3.The successful Bidder's UDBE Utilization Certification shall be deemed a part of the resulting Contract. Box 1: A Plus Construction Cam.a1r r certifies that the UDBE firms listed below have been contacted regarding participation on this project, q this Bidder is successful on this project and is awarded the Contract, it shall assure that subcontracts or supply agreements are executed with named UDBEs, (If necessary, use additional sheets.) Box 2: US 395_ Spokane Citv�ilnits to Stevens County Line -Paving and Safety Column 1 Column 2 Column 3 Column 4 Column 5 Name of UDBE Project Role Description of Work DollarAmount DollarAmount (See instructions) (See instructions) (See instructions) Subcontracted to be Applied to UDBE Towards Goal (See instructions) (See instructions) A Plus Construction Prime Asphalt and concrete paving,asphalt milling,preleveling NSA 900,000 Company and pavement repair In the Line Services,Inc_ Subcontractor(Force Crack sealing 2D,000 10,000 Account) In the Line Services,Inc Subcontractor Guideposts,,joint seal,pavement markers,temporary 200,000 200,000 signage,construction sign installation The Regular Dealer Rental and sales of highway construction and related 100,000 60,000 Everything Guys,LLC equipment and materials Optimus Prime Trucking Subcontractor Dump Trucking SQ,000 50,000 Inc Metmheads,Inc. Manufachaer Dowel Bars 75,000 75,000 Erosion Under Control Broker Erosion control blankets,straw holes and wattles,sand bags 15,000 250 Cc Underutilized Disadvantaged Business 355,968.1E Total UDBE Commitment DollarAmount 1,295,250 Enterprise Condition of Award Contract Goal Box 3 Box 4 5❑By checking Box 5 the Bidder is stating that their attempts to solicit sufficient UDBE participation to meet the COA Contract goal has been unsuccessful and good faith effort will be submitted in accordance with Section 1-02.9 of the Contract DOT Form 272-056U 32 Revised 02I2018 Adw Washington State Underutilized Disadvantaged Business Department of Transportation Enterprise (UDBE) Written Confirmation Document See Contract Provisions: UDBE Document Submittal Requirements Disadvantaged Business Enterprise Participation THIS FORM SHALL ONLY BE SUBMITTED TO A UDBE THAT IS LISTED ON THE CONTRACTOR'S UNDERUTILIZED DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION. THE CONTRACTOR SHALL COMPLETE PARTA PRIOR TO SENDING TO THE UDBE, E&RT A°To be completc -by the bidder The entries below shall be consistent with what is shown on the Bidder's Underutilized Disadvantaged Business Enterprise Utilization Certification.Failure to do so will result in Bid rejection. Contract Title: Kent VaIjov Signal System Upgrade Bidder's Business Name: 1, OY'I- eRSt UU-).ea- -;c I LUC . UDBE's Business Name:64vGOI ed Cu�rinh ,ems{ UCet� �hG. Description ofUDBE's Work: Ttr�,,4 i c COIF f) I Dollar Amount to be Applied Towards UDBE Goal: Oblh'o� Dollar Amount to be Subcontracted to UDBE*: �-4r,+DUD'Du "Opllonal Field EAREH: To e go-mvJt1Lqd by the ze 1 Risadvan u a te' 'se As an authorized representative of the Underutilized Disadvantaged Business Enterprise,I confirm that we have been contacted by the Bidder with regard to the referenced project for the purpose of performing the Work described above.If the Bidder is awarded the Contract,we will enter into an agreement with the Bidder to participate in the project consist lint with the mf provided in Part A of this form. Name(printed): - li l 6 CA� Signature: L Y- -,7-' -Vf-' Title: Address: 1 .I���<. —icIT: DOT Form 422-031 U 33 Revised 0212018 Aw Underutilized Disadvantaged Business Washington State Enterprise (UDBE) Written Department of Transportation Confirmation Document See Contract Provisions: UDBE Document Submittal Requirements Disadvantaged Business Enterprise Participation THIS FORM SHALL ONLY BE SUBMITTED TO A UDBE THAT IS LISTED ON THE CONTRACTOR'S UNDERUTILIZED DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION. THE CONTRACTOR SHALL COMPLETE PART A PRIOR TO SENDING TO THE UDBE. P'A121'A: To be completed Troy the bidder The entries below shall be consistent with what is shown on the Bidder's Underutilized Disadvantaged Business Enterprise Utilization Certification. Failure to do so will result in Bid rejection. Contract Title: Kent Vallev Signal System Unerade Bidder's Business Name: N 10Y+ XtCNSi- FJ2G+y;c LLC . UDBE's Business Name; 4dvorlce4 C pv�✓tiIv eta l er--^ LaS TInG. Description of UDBE's Work: Cofer-fyp f Dollar Amount to be Applied Towards UDBE Goal: !�6 4r , Otom),Ob Dollar Amount to be Subcontracted to UDBE*: 41;,,ADD 00 "Optional Field A • " be the Underutilized ffisadyautaggd Rusin Rusinus Enterprise As an authorized representative of the Underutilized Disadvantaged Business Enterprise, I confirm that we have been contacted by the Bidder with regard to the referenced project for the purpose of performing the Work described above. if the Bidder is awarded the Contract, we will enter into an agreement with the Bidder to participate in the project consistent with the information provided in Part A of this form. Name (printed): Signature: Title; Address: Date: DOT Form 422-031 U 33 Revised 02/2018 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS FHWA-1273 -- Revised May 1, 2012 I. General II. Nondiscrimination III. Nonsegregated Facilities IV. Davis-Bacon and Related Act Provisions V. Contract Work Hours and Safety Standards Act Provisions VI. Subletting or Assigning the Contract VII. Safety: Accident Prevention Vill. False Statements Concerning Highway Projects IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Governmentwide Suspension and Debarment Requirements XI. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) I. GENERAL 1. Form FHWA-1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of Form FHWA-1273 are incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. Form FHWA-1273 must be included in all Federal-aid design-build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services). The design-builder shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal documents, however, the Form FHWA-1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower-tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with 34 the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. 3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension /debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal-aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. The term Federal-aid highway does not include roadways functionally classified as local roads or rural minor collectors. II. NONDISCRIMINATION The provisions of this section related to 23 CFR Part 230 are applicable to all Federal-aid construction contracts and to all related construction subcontracts of$10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60-1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60-4.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625-1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27, and 23 CFR Parts 200, 230, and 633. The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requirements. 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627, 41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this 35 contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. b. The contractor will accept as its operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, pre-apprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor will designate and make known to the contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO program and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minorities and women in the area from which the project work force would normally be derived. 36 a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where implementation of such an agreement has the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions. c. The contractor will encourage its present employees to refer minorities and women as applicants for employment. Information and procedures with regard to referring such applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved. 37 b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. Actions by the contractor, either directly or through a contractor's association acting as agent, will include the procedures set forth below: a. The contractor will use good faith efforts to develop, in cooperation with the unions,joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants / Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established there under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 38 9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors. including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations. 10. Assurance Required by 49 CFR 26.13(b): a. The requirements of 49 CFR Part 26 and the State DOT's U.S. DOT-approved DBE program are incorporated by reference. b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the contracting agency deems appropriate. 11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA. a. The records kept by the contractor shall document the following: (1) The number and work hours of minority and non-minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women, b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non- minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. 39 III. NONSEGREGATED FACILITIES This provision is applicable to all Federal-aid construction contracts and to all related construction subcontracts of$10,000 or more. The contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term "facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS-BACON AND RELATED ACT PROVISIONS This section is applicable to all Federal-aid construction projects exceeding $2,000 and to all related subcontracts and lower-tier subcontracts (regardless of subcontract size). The requirements apply to all projects located within the right-of-way of a roadway that is functionally classified as Federal-aid highway. This excludes roadways functionally classified as local roads or rural minor collectors, which are exempt. Contracting agencies may elect to apply these requirements to other projects. The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 "Contract provisions and related matters" with minor revisions to conform to the FHWA-1273 format and FHWA program requirements. 1. Minimum wages a. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.d. of this section. also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and 40 mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph 1.b. of this section) and the Davis-Bacon poster(WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b. (1) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (i) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (3) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. The Wage and Hour Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. 41 c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. d. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding The contracting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and basic records a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. 42 b. (1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee ( e.g. , the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the contracting agency.. (2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (i) That the payroll for the payroll period contains the information required to be provided under §5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete; (ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (3) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 3.b.(2) of this section. (4) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, 43 after written notice to the contractor, the contracting agency or the State DOT, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and trainees a. Apprentices (programs of the USDOL). Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. b. Trainees (programs of the USDOL). Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and 44 individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor. Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. d. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal- aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts and also require the subcontractors to include Form FHWA-1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 45 8. Compliance with Davis-Bacon and Related Act requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal-aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of$10 for each calendar day on which such individual 64 was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section. 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1.) through (4.) of this section. VI. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal-aid construction contracts on the National Highway System. 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a. The term "perform work with its own organization" refers to workers employed or leased by the prime contractor, and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this term if the prime contractor meets all of the following conditions: (1) the prime contractor maintains control over the supervision of the day-to-day activities of the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and 47 (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. 5. The 30% self-performance requirement of paragraph (1) is not applicable to design-build contracts; however, contracting agencies may establish their own self-performance requirements. VII. SAFETY: ACCIDENT PREVENTION This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 48 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.3704). VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal-aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each Federal-aid highway project(23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal-aid Roads Act approved July 1, 1916, (39 Start. 355), as amended and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. 49 By submission of this bid/proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer, Federal-aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts, lower-tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost$25,000 or more— as defined in 2 CFR Parts 180 and 1200. 1. Instructions for Certification — First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or so general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant' refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant' refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (httl)s://www.epis.gov/), which is compiled by the General Services Administration. i. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion — First Tier Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals: (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency; 51 (2) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification; and (4) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost$25,000 or more- 2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower Tier Covered Transactions' refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant' refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant' refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or 52 voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (http&11www.eols.(jovJ), which is compiled by the General Services Administration. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph a of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-- Lower Tier Participants: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 53 XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal-aid construction contracts and to all related subcontracts which exceed $100,000 (49 CFR 20). 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. 54 ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS This provision is applicable to all Federal-aid projects funded under the Appalachian Regional Development Act of 1965. 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph (1 c) shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph (4) below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which the participant estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the participant shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. If, within one week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph (1 c) above. 5.The provisions of 23 CFR 633.207(e) allow the contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region. 6. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on-site work. 55 AMENDMENT REQUIRED CONTRACT PROVISIONS (Exclusive of Appalachian Contracts) FEDERAL-AID CONSTRUCTION CONTRACTS The Federal—Aid provisions are supplemented with the following: XII. Cargo Preference Act 1. U.S. Department of Transportation Federal Highway Administration memorandum dated December 11, 2015 requires that all federal-aid highway programs awarded after February 15, 2016 must comply with the Cargo Preference Act and its regulation of 46 CFR 381.7 (a)-(b). Amendment to Form FHWA 1273 Revised January 25, 2016 56 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: -1CYD 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: G LIC- Signature of Authorized Official: Date: 12 12-)2o� fj 57 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # 11 21 3, etc.] NAME OF CONTRACTOR: [Insert Compainy Name] ("Contractor") CONTRACT NAME & PROJECT NUMBER:yinsert Name of Original Contract & Project #, if alonGicablel ORIGINAL CONTRACT DATE: [Insert Date Original Contract was Sionedl This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) _ __ Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Kent Valley Signal System Upgrade/Peterson 58 November 20, 2018 Federal Aid Number, HSIP-OOOS(468) Project Number: 17-3015 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. ............ _......... .............. _.._ CONTRACTOR: CITY OF KENT: By, By: (signature) (signature) Print Name: Print Name: Timothy 7. LaPorte P.E. Its The Public WnrkS Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department .................... .......... _ __..... Kent Valley Signal System Upgrade/Peterson 59 November 20, 2018 Federal Aid Number: HSIP-OODS(468) Project Number: 17-3015 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidders Name... ,..,„. .„... ...... .......„p . BidDocument Contents..................................... L Invitation to Bid.................................................« ....... Information for Bidders ............................................... , Contractor Compliance Statement................................................................... .9 Date ......................................................................................................[3r Have/have not participated acknowledgment.......................................p Signatureand address ....—.. ......... ..............................................m'"y Declaration - City of Kent Equal Employment Opportunity Policy.................... Dateand signature,. ....................... ........„......................................I AdministrativePolicy ......................................................................................p Proposal..........................................................................................................IwY First line of proposal - filled in..............................................................Ig Unit prices are correct...........................................................................p ' Proposal Signature Page.................................................................................LY AllAddenda acknowledged ..........__............................................__...... Date, signature and address .................................................................p' Bid Bond Form................. ..............p Signature, sealed and dated............ ' Powerof Attorney.................................................................................13_ (Amount of bid bond shall equal 50/o of the total bid amount) Contractor's Qualification Statement ..............................................................1' ' Complete and notarized ........g....... ..................................................... . Certification of Compliance with Wage Payment Statutes,,,,,,,,,,,,,,,,«.„„.„,„..„,,,, Subcontractor List (contracts over $1O0K) ..................................................... 19 Subcontractors listed properly..............................................................GK Signature ..............................................................................................[ Local Agency Subcontractor List .....................................................................i ` Combined Declaration Form ............................................................................❑ Signature ..............................................................................................❑ Non-Collusion Declaration............... ...............................................................L9 Local Agency Certification for Federal-Aid Contracts..............____.................. Local Agency Disadvantaged Business Enterprise Utilization Certification ......❑ Local Agency Disadvantaged Business Enterprise Written Conformation Document..............................................................................................❑ Required Contract Provisions Federal-Aid Construction Contracts .....,...M.......,L� Proposal for Incorporating Recycling Materials into the Project ...... f5 ChangeOrder Form ........................................................... Bidder's Checklist............................................................................................ice The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE f OND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT E AL EMPLOY ENT OPPORTUNI _COMPLIANCE TATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Kent Valley Signal System Upgrade/Peterson 60 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 CONTRACT DOCUMENTS CONTENTS Contract................................................................................................61 Performance Bond (272-002A) .... ............................................................68 Payment Bond (272-003 A) .................................... .... ..... ....................... 69 Kent Valley Signal System Upgrade/Peterson November 20, 2018 Federal Aid Number. HSIP-000S(468) Project Number: 17-3015 CONTRACT THIS AGREEMENT, is entered i to between the CITY OF KENT, a Washington municipal corporation ("City"), and 6Q..�r4 Mj F-1 -('.(Q L N_L organized under the laws of the State of W04Att,1,61D,l , located and doing business at bV-W �0 (21 ( XAjU� W ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1 . The Contractor shall do all work and furnish all tools, materials, and equipment for: Kent Valley Signal System Upgrade/Federal Aid Number: HSIP- 000S(468)/Project Number: 17-3015 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2018 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2018 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within fifty (50) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. 2, The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4, It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Kent Valley Signal System Upgrade/Peterson 61 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7, The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8, Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. Kent Valley Signal System Upgrade/Peterson 62 November 20, 2018 Federal Aid Number. HSIP-OOOS(460) Project Number 17-3015 CITY OF KENT BY: Dm = DANA ALPH, MAYOR DATE: _ ATTEST &bho a , KIMBERLEY A. I MOTO, CITY CLE APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR BY: PRINT NAME:, TITLE: MA'NA,16.-- , DATE: 'i � �112-.UV q Kent Valley Signal System Upgrade/Peterson 63 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 EXHIBIT A INSURANCE REQU I REMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. This Contract requires adherence to the APWA insurance standards which is provided below. APWA 1-07.18 Insurance (January 4, 2076 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1 -07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VI I and licensed to do business in the State of Washington. The City of Kent reserves the right to approve or reject the insurance provided, based on the insurer's financial condition. B. The Contractor shall keep this insurance in force without interruption from the commencement of the Contractor's Work through the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated below. C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims-made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Completion Date or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self-insurance, or self- insured pool coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor's insurance and shall not contribute with it. Kent Valley Signal System Upgrade/Peterson 64 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 EXH I B 1 T A, (continued) E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. 1-07.18(2) Additional Insured All insurance policies, with the exception of Workers Compensation, and of Professional Liability and Builder's Risk (if required by this Contract) shall name the following listed entities as additional insured(s) using the forms or endorsements required herein: The Contracting Agency (City of Kent, its officers, elected officials, employees, agents, and volunteers). 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. Kent Valley Signal System Upgrade/Peterson 65 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 EXHIBIT A (continued) Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence of insurance and copies of the additional insured endorsements of each Subcontractor of every tier as required in 1 -07.18(4) Verification of Coverage. 1-07.18(4) Verification of Coverage The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. Verification of coverage shall include: 1 . An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1 -07.18(2) as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. 3. Any other amendatory endorsements to show the coverage required herein. 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these requirements — actual endorsements must be submitted. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the work. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Contractor's maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Contracting Agency's recourse to any remedy available at law or in equity. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible or self-insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy's deductibles or self-insured retention, said deductibles or self-insured retention shall be the responsibility of the Contractor. Kent Valley Signal System Upgrade/Peterson 66 November 20, 2018 Federal Aid Number: HSIP-000S(4B8) Project Number. 17-3015 1EXHIBIT A (continued) 1-07.18(5)A Commercial General Liability Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01 , including but not limited to liability arising from premises, operations, stop gap liability, independent contractors, products- completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits: $1 ,000,000 Each Occurrence $2,000,000 General Aggregate $2,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury each offence $1,000,000 Stop Gap / Employers' Liability each accident 1-07.18(5)B Automobile Liability Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01 . If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. Such policy must provide the following minimum limit: $1 ,000,000 Combined single limit each accident 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. Kent Valley Signal System Upgrade/Peterson 67 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 caea0, CERTIFICATE OF LIABILITY INSURANCE DATE,MMI°°IYYYY, 1/17c4l9 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Brown & Brown Northwest CONTACT Leigh Penley 950 12th Avenue, Suite 250 PHONE VAc,Nnl 503 s1a sa71 Longview, WA 98632 9AIG,Na Enll 3bfl7-:i5393p9 ,... E.MABIL ._ADDRESS ... 1penley@bllnw corn INSURER(S)AFFORDING COVERAGE NAICtl vAvW,bbnw.COm INSURER A: Valley Force Insurance ComDanv 20508 INSURED INSURER Continental Insurance Comoanv 35289 Northeast Electric LLC 1780 Down River Drive INSURER c,,,,,,,,,,,,,,,,,,,,,,, Woodland WA 98674 INSURER° ..INSURER E.___ ......... .,.,.. .. INSURER F. ......... ..-.,. _ COVERAGES CERTIFICATE NUMBER: 46623536 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. VW9h•,, .....,, ,,,, ..IADDL18utlk' _ 1 POOcYEFF POLICY 6%P LTR TYPE OF INSURANCE WWI) POLICY NUMBER PAMRIAYIYYYY MMfDDNY Y LIMITS A ✓ COMMERCIAL GENERAL LIABILITY ,/ v, 509502200, 4/7/2018 4/7/2019 IMH OCTURRENCE $1 000000 ' 6AN4AGN'ro'dk MrNTED - occuR cRdkteES;lacC.'p, MO s50(t000 ✓ Limited Pollution W dolls I✓ooI ✓ ork Sites ME D E rP d✓+dy a l purxnluP F 15,000 ,. . , PFRsoNq sAOvnIJUIYY $ E 000 CO17 LED LnoeRrr,G,rrIIk11 EAPPt ITS PEP c(IIuRALlGGREGArE $2,000OnO PRO uu Poucvl ✓ JI ✓ loC PROcIN cow MOPAG_G .$2,000000 1 �✓ Or'HEA DedDouble:X10,7,-00 PD POIILIhor)-WONK Sites ^d 00 -� A AuroMOBILEUAeiuTY 5091530636 4/7l2018 417/2019 U'M rI a +INOLE LIM61 y 0 Ed a",O.rp 1,000 ly .a.NY Auro 110DU YINJURY 1111 pe son] $ �r� m AU NOf,014Y A A,Ur[Ii SO �Jl1LFD I BAD I INJURY (c accde,II $ HIRED NON OWNED✓ Au -PROPERITY DAMAf roe ONLY ,✓, nuroSolvu' roar Peehlo,hli _ _ Deductible Pro G31n i 1 000 B UMBRELLAUA6 �EArHOGCURREG BS•000000 f � occuR ( 5091 53 0 667 � 4/712018 4/7/2019 _ EXCESS LAP CLAIMS-MADL! (AG ORE RI GATE 56.D{1(f M ,J d trd Lr ✓I REn"NuoNs 10,000 _ L__ .. $ (A WORKERS COMPENSATION 5n6 2001 -WA Cu16p Gap 417/2D18 4///2619 PER PI, AND EMPLOYERS LIABILITY YIN Ir SFAn.IT6 I a, £IN W ANYPROPRIETORIPARTNERIEXECUTIVE EL EACH ACCWINr _ 51 mild DD9 OFFIUDWMEMBER EXCLUDED' NIA _ (Mandator,In NH1 E L DISEASE 11 I MPLOYE E $ Itl yIs O ON ld,r ached led,,Equipment- (Py RATIueSWdruen ( L DI,EAEI RaLICY LIvmn �$100000o B Scheduled,Equipment � 5091 n30B53 d /2019 4l7J2f?19 I t umlY $7-A3 230 wl$5,D00 Oeduotihle B tBasadfRcrrted Equipment 5091530653 4/7/2018 4/7/2019 ;Limit:$600.000 w/$1,000 Deductible B Installation Floater 5091530653 4/712018 417/2019 'Limit$575,000 wl$1,000 Deductible I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may he atlached If more space is required) Genwal Liability Endorsemment#0NA7'4705XX A76079XX 0Ul5 includes Additional Insured,Primary& Non ComiliUlory avid Waiver Subregaldan Endorsement#CN 011 6 includes Additional Insured with Compleled Operations Coverage„ Auto Endorsement iRCNA63359XX 04/12 Includes JAddli oval Insured Wa➢vev of Subrogation and Primavy&Non-Contributory Coverage, Subject to Policy Terms, Conditions and Exclusions. CERTIFICATE HOLDER CANCELLATION R1 1:; I W i y Sdgnal System Upgrade Project 417-3015 City Of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE its officers, elected officials, g employees, agents THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN & Volunteers. ACCORDANCE WITH THE POLICY PROVISIONS. 400 West Gowe Kent WA 98032 AUTHORIZED REPRESENTATIVE w 1�� Oda Cr—.... ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1 11h3 c1. Aul>, lm, Irc Ii i I Lvi Ih 1 ntev I I'I fYunI4 2'15 , rM rsT) I' I o[ .., CNA Blanket Additional Insured - Owners, Lessees or Contractors - with Products-Completed Operations Covera a Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: I. WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused in whole or in part by your acts or omissions, or the acts or omissions of those acting on your behalf: A. in the performance of your ongoing operations subject to such written contract, or B. in the performance of your work subject to such written contract, but only with respect to bodily injury or property damage included in the products-completed operations hazard, and only if: 1. the written contract requires you to provide the additional insured such coverage, and 2. this coverage part provides such coverage. It. But if the written contract requires: A. additional insured coverage under the 11-85 edition, 10-93 edition, or 10-01 edition of CG2010, or under the 10-01 edition of CG2037, or B. additional insured coverage with "arising out of language; or C. additional insured coverage to the greatest extent permissible by law, then paragraph I. above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of your work that is subject to such written contract. III. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with. A. coverage broader than required by the written contract, or B. a higher limit of insurance than required by the written contract. IV. The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property damage, or personal and advertising injury arising cut of: A. the rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: 1. the preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications, and 2. supervisory, inspection, architectural or engineering activities; or B. any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. V. Under COMMERCIAL GENERAL LIABILITY CONDITIONS,the Condition entitled Other Insurance is amended to add the following, which supersedes any provision to the contrary in this Condition or elsewhere in this coverage part: Primary and Noncontributory Insurance CNA75079XX (10-16) � Policy NO 5095022001 Page 1 of 2 Endorsement No', Company Effective Date,4/7/2018 Insured Name: Northeast Electric,LLC Copyright CNA All Rights Reserved Includes copyrighted material of Insurance Services Office, Inc.,with Its permission, 1 (ll'P 18,19 GL, Ham, 111, umhle11a I Lct9h eenley 1 1/17,r019 2ns.]6 Pic (r9' % I ea9e z of 24 CNA Blanket Additional Insured - Owners, Lessees or Contractors - with Products-Completed Operations Coverage Endorsement With respect to other insurance available to the additional insured under which the additional insured is a named insured, this insurance is primary to and will not seek contribution from such other insurance, provided that a written contract requires the insurance provided by this policy to be', 1. primary and non-contributing with other insurance available to the additional insured, or 2. primary and to not seek contribution from any other insurance available to the additional insured. But except as specified above, this insurance will be excess of all other insurance available to the additional insured. VI. Solely with respect to the insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows', The Condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended with the addition of the following: Any additional insured pursuant to this endorsement will as soon as practicable: 1. give the Insurer written notice of any claim, or any occurrence or offense which may result in a claim; 2. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the investigation, defense, or settlement of the claim', and 3. make available any other insurance, and tender the defense and indemnity of any claim to any other insurer or self-insurer, whose policy or program applies to a loss that the Insurer covers under this coverage part. However, if the written contract requires this insurance to be primary and non-contributory, this paragraph 3. does not apply to insurance on which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured. VII. Solely with respect to the insurance granted by this endorsement, the section entitled DEFINITIONS is amended to add the following definition', Written contract means a written contract or written agreement that requires you to make a person or organization an additional insured on this coverage part, provided the contract or agreement. A. is currently in effect or becomes effective during the term of this policy; and B. was executed prior to: 1. the bodily injury or property damage, or 2. the offense that caused the personal and advertising injury, for which the additional insured seeks coverage. Any coverage granted by this endorsement shall apply solely to the extent permissible by law. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unlless another effective date is shown below, and expires concurrently with said Policy. CNA7507g}tj( (10-13—) -­­ Policy No'. 5095022001 Page 2 of 2 Endorsement No: Company Insured Name: Northeast Electric. LLC Effective Date:4/7/2018 copyright CNA All Rights Reserved. Includes copyrighted mdtenal of Insurance Services Office, Inc_,with its perrniss an 4oe e]`16 11e/19 eL, wao, III lM ,rella I f-91 tenley 1 1/17/2119 ],IS 31, em fPs'r) I Veac 3 nr 21 C/VA CN (EcL /XX (Ed.412) 5091530636 Northeast Electric LLC THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS EXTENDED COVERAGE ENDORSEMENT - BUSINESS AUTO PLUS - This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. LIABILITY COVERAGE A. Who Is An Insured The following is added to Section II, Paragraph A.1.,Who Is An Insured: 1. a. Any incorporated entity of which the Named Insured owns a majority of the voting stock on the date of inception of this Coverage Form; provided that, b. The insurance afforded by this provision A.I. does not apply to any such entity that is an "insured" under any other liability "policy" providing "auto"coverage. 2. Any organization you newly acquire or form, other than a limited liability company, partnership or joint venture, and over which you maintain majority ownership interest. The insurance afforded by this provision A.2.: a. Is effective on the acquisition or formation date, and is afforded only until the end of the policy period of this Coverage Form, or the next anniversary of its inception date, whichever is earlier b. Does not apply to (1) "Bodily injury" or"property damage" caused by an "accident" that occurred before you acquired or formed the organization, or (2) Any such organization that is an "insured" under any other liability "policy" providing "auto" coverage. 3. Any person or organization that you are required by a written contract to name as an additional insured is an "insured" but only with respect to their legal liability for acts or omissions of a person, who qualifies as an "insured" under Section II —Who Is An Insured and for whom Liability Coverage is afforded under this policy. If required by written contract, this insurance will be primary and non-contributory to insurance on which the additional insured is a Named Insured. 4. An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business. ''Policy", as used in this provision A. Who Is An Insured, includes those policies that were in force on the inception date of this Coverage Form but 1. Which are no longer in force, or 2. Whose limits have been exhausted. B. Bail Bonds and Loss of Earnings Section II, Paragraphs A.2. (2) and A.2. (4) are revised as follows: 1. In a.(2), the limit for the cost of bail bonds is changed from $2,000 to $5,000; and 2. In a.(4), the limit for the loss of earnings is changed from $250 to $500 a day. C. Fellow Employee Section II, Paragraph B.5 does not apply. Such coverage as is afforded by this provision C. is excess over any other collectible insurance. CNA63359XX Copyright, CIA corporation, 2000, Page 1 of 4 (red. 4/12) Includes copyrighted material of the Insurance Services office used oitri its permission. srra3si6 1 lr115 GL, r\vco, lm, c1lbcc11a I Leigb Fealey I a 1o/",,, 2a5:3c em I1599 I 1.'1' t of 21 CNA CNA63359XX (Ed. 4/12) II. PHYSICAL DAMAGE COVERAGE A. Glass Breakage —Hitting A Bird Or Animal —Falling Objects Or Missiles The following is added to Section III, Paragraph A.3.: With respect to any covered "auto", any deductible shown in the Declarations will not apply to glass breakage if such glass is repaired, in a manner acceptable to us, rather than replaced, B. Transportation Expenses Section III, Paragraph AA.a. is revised, with respect to transportation expense incurred by you, to provide: a. $60 per day, in lieu of$20', subject to b. $1,800 maximum, in lieu of$600. C. Loss of Use Expenses Section III, Paragraph AA.b. is revised, with respect to loss of use expenses incurred by you, to provide: a. $1,000 maximum, in lieu of $600. D. Hired "Autos" The following is added to Section III. Paragraph A.: 5. Hired "Autos" If Physical Damage coverage is provided under this policy, and such coverage does not extend to Hired Autos, then Physical Damage coverage is extended to: a. Any covered "auto"you lease, hire, rent or borrow without a driver, and b. Any covered "auto" hired or rented by your "employee" without a driver, under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. c. The most we will pay for any one "accident" or "loss" is the actual cash value, cost of repair, cost of replacement or $75,000, whichever is less, minus a $500 deductible for each covered auto. No deductible applies to"loss" caused by fire or lightning. d. The physical damage coverage as is provided by this provision is equal to the physical damage coverage(s) provided on your owned "autos". e. Such physical damage coverage for hired "autos" will: (1) Include loss of use, provided it is the consequence of an "accident" for which the Named Insured is legally liable, and as a result of which a monetary loss is sustained by the leasing or rental concern. (2) Such coverage as is provided by this provision will be subject to a limit of$750 per"accident." E. Airbag Coverage The following is added to Section III, Paragraph B.3., The accidental discharge of an airbag shall not be considered mechanical breakdown. F. Electronic Equipment Section III, Paragraphs B.4.c and B.4.d. are deleted and replaced by the following: c. Physical Damage Coverage on a covered "auto" also applies to "loss" to any permanently installed electronic equipment including its antennas and other accessories d. A$100 per occurrence deductible applies to the coverage provided by this provision. G. Diminution In Value The following is added to Section III, Paragraph B.6.: Subject to the following, the "diminution in value" exclusion does not apply to: CNA63359XX(Ed. 4/12) Page 2 of 4 C/VA CNA63359XX (Ed. 4/12) a. Any covered "auto" of the private passenger type you lease, hire, rent or borrow, without a driver for a period of 30 days or less, while performing duties related to the conduct of your business; and b. Any covered"auto" of the private passenger type hired or rented by your"employee"without a driver for a period of 30 days or less, under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business, c. Such coverage as is provided by this provision is limited to a "diminution in value" loss arising directly out of accidental damage and not as a result of the failure to make repairs, faulty or incomplete maintenance or repairs, or the installation of substandard parts. d. The most we will pay for"loss" to a covered "auto" in any one accident is the lesser of: (1) $5,000; or (2) 20% of the "aute's" actual cash value (ACV). III. Drive Other Car Coverage — Executive Officers The following is added to Sections II and IW 1. Any "auto" you don't own, hire or borrow is a covered "auto" for Liability Coverage while being used by, and for Physical Damage Coverage while in the care, custody or control of, any of your "executive officers," except: a. An "auto" owned by that "executive officer' or a member of that person's household; or It. An "auto" used by that "executive officer" while working in a business of selling, servicing, repairing or parking "autos." Such Liability and/or Physical Damage Coverage as is afforded by this provision. (1) Equal to the greatest of those coverages afforded any covered "auto"; and (2) Excess over any other collectible insurance. 2. For purposes of this provision, "executive officer" means a person holding any of the officer positions created by your charter, constitution, by-laws or any other similar governing document, and, while a resident of the same household, includes that person's spouse. Such "executive officers" are "insureds" while using a covered "auto" described in this provision. IV. BUSINESS AUTO CONDITIONS A. Duties In The Event Of Accident, Claim, Suit Or Loss The fallowing is added to Section IV, Paragraph A.2.a.: (4) Your "employees" may know of an "accident" or "loss." This will not mean that you have such knowledge, unless such "accident" or"loss" is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. The following is added to Section IV, Paragraph A.2.b.: (6) Your "employees" may know of documents received concerning a claim or "suit." This will not mean that you have such knowledge, unless receipt of such documents is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. B. Transfer Of Rights Of Recovery Against Others To Us The following is added to Section IV, Paragraph A.5. Transfer Of Rights Of Recovery Against Others To Us. We waive any right of recovery we may have, because of payments we make for injury or damage, against any person or organization for whom or which you are required by written contract or agreement to obtain this waiver from us. This injury or damage must arise out of your activities under a contract with that person or organization. You must agree to that requirement prior to an "accident" or"loss". CNA63359XX Copyright, CNA corporation,2000. Page 3 of 4 (Ed. 4/12) Includes copyrighted material of the Insurance Services office used with Its irwrnlssion. a,.ez]s]c I I0/19 aL, IJIo. Tt4, U,11're laz I-?h Ccnacv I a/r fl, ,.il,l, rM Ir'S[I I e ,c n ,,r „ CNA CN (Ed. (Ed. 4/12) C. Concealment, Misrepresentation or Fraud The following is added to Section IV, Paragraph B.2.: Your failure to disclose all hazards existing on the date of inception of this Coverage Form shall not prejudice you with respect to the coverage afforded provided such failure or omission is not intentional, D. Other Insurance The following is added to Section IV, Paragraph B.S.: Regardless of the provisions of Paragraphs 5.a. and 5.d. above, the coverage provided by this policy shall be on a primary non-contributory basis. This provision is applicable only when required by a written contract. That written contract must have been entered into prior to"Accident' or"Loss". E. Policy Period, Coverage Territory Section IV, Paragraph B. 7.(5).(a). is revised to provide: a. 45 days of coverage in lieu of 30 days. V. DEFINITIONS Section V. paragraph C. is deleted and replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury or death resulting from any of these. CNA63359XX e 4 of 4 Pa (Ed. 4/12) g a s6z] iG 1 113/19 cn, Imm, IM, v ne,lla LeigI ee1,1 11 2,15:}o CNAContractors' General Liability Extension Endorsement 1,_.. _ I ------—_ ­...­----—------- .............. It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision, and the changes made by this endorsement with respect to such provision do not apply, ....................... ........... TABLE OF CONTENTS —----------........... .................... .............. 1. Additional Insureds ...... ............... ........... 2. Additional Insured -Primary And Non-Contributory To Additional Insured's Insurance .......... -------- ............ ..................... 3. Bodily Injury-Expanded Definition .......... - —__ ..... 4. Broad Knowledge of Occurrence/Notice of Occurrence 5. Broad Named Insured —---------- .......... ......——----- 6. Broadened Liability Coverage For Damage To Your Product And Your Work ................. ................... 7. Contractual Liability - Railroads ..........................................­._­........._­............. 8. Electronic Data Liability ................... ...............------.......... ............. 9. Estates, Legal Representatives and Spouses ............................... .............. .......... 10. Expected Or Intended Injury -Exception for Reasonable Force ....................... ............ 11. General Aggregate Limits of Insurance- Per Project .......... 12. In Rem Actions ............ ..........................__.......... 13. Incidental Health Care Malpractice Coverage .......................... ................... ............. 14. Joint Ventures/Partnership/Limited Liability Companies ................ —--------- 15. Legal Liability- Damage To Premises I Alienated Premises I Property In The Named Insured's Care, Custody or Control . ..... 16. Liquor Liability ................. —--—------------------------- 17. Medical Payments .................. ............­­_______­......... 18, Non-owned Aircraft Coverage ­.............. ............... 19. Non-owned Watercraft ....................... .......--- ................... ................. 20. Personal And Advertising Injury-Discrimination or Humiliation ............... ---------------- ___ .......... ............ 21. Personal And Advertising Injury -Contractual Liability ---------------------------- --- 22. Property Damage - Elevators ................................. ........... 23. Supplementary Payments ............... 24. Unintentional Failure To Disclose Hazards ..................... 25. Waiver of Subrogation-Blanket ............... 26. Wrap-Up Extension: OCIP CCIP, or Consolidated (Wrap-Up) Insurance Programs ......................_................... .............. —----- ------ CNA74705XX(1-15) Policy No: 5095022001 Page I of 17 Endorsement No: Effective Date:04WJ2018 Insured Name:Northeast Electric,LLC Copyright CNA All rights Reserved includes copyrighted material of Insurance Services Office, Inc,with its permission I,t,'I rl 6 1 13 e 19 CL, A-0, m, IrIly"I 11 f I L1191L P-110y 1 1/1 /201', I:II 36 mil (1111 I r.11 I If 24 .... - _- .... _..... CAContractors' General Liability Extension Endorsement 1. ADDITIONAL INSUREDS a. WHO IS AN INSURED is amended to include as ar Insured any person or organization described in paragraphs A. through H. below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement, provided such contract or agreement. (1) is currently in effect or becomes effective during the term of this Coverage Part, and (2) was executed prior to: (a) the bodily injury or property damage, or (b) the offense that caused the personal and advertising injury, for which such additional insured seeks coverage. It. However, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: (1) a higher limit of insurance than required by such contract or agreement; or (2) coverage broader than required by such contract or agreement, and in no event broader than that described by the applicable paragraph A. through H. below, Any coverage granted by this endorsement shall apply only to the extent permissible by law. A. Controlling Interest Any person or organization with a controlling interest in a Named Insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. such person or organization's financial control of a Named Insured, or 2. premises such person or organization owns, maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. B. Co-owner of Insured Premises A co-owner of a premises co-owned by a Named Insured and covered under this insurance but only with respect to such co-owner's liability for bodily injury, property damage or personal and advertising injury as co-owner of such premises. C. Lessor of Equipment Any person or organization from whom a Named Insured leases equipment, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused, in whole or in part, by the Named Insured's maintenance, operation or use of such equipment, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease„ D. Lessor of Land Any person or organization from whom a Named Insured leases laud but only with respect to liability for bodily injury, property damage or personal and advertising Injury arising out of the ownership, maintenance or use of such land, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior 10 the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. C NA74705XX (1-15) -`..__...—_""""�""- - Policy No: Page 2 of 17 Endorsement No Insured Name: Northeast Electric,LLC Effective Date: 4/7/2018 Copyright CNA All Rights Reserved, Includes copyrighted material of Insurance Services office, Inc„with its permission, Y Sea3 s35 lah9 11, Aum, 11, uinbr=_lla 1 1-1h 1-1., 1 1/17/2o11 2.11 Ic rw (eiTl I P,,, 9 or 24 C/VA Contractors' General Liability Extension Endorsement E. Lessor of Premises An owner or lessor of premises leased to the Named Insured, or such owner or lessor's real estate manager, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such part of the premises leased to the Named Insured, and provided that the occurrence giving rise to such bodily injury or property damage, or the offense giving rise to such personal and advertising injury, takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. F. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver of premises but only with respect to such mortgagee, assignee or receiver's liability for bodily injury, property damage or personal and advertising injury arising out of the Named Insured's ownership, maintenance, or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. G. State or Governmental Agency or Subdivision or Political Subdivisions— Permits A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. the following hazards in connection with premises a Named Insured owns, rents, or controls and to which this insurance applies a. the existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, street banners, or decorations and similar exposures, or b. the construction, erection, or removal of elevators, or c. the ownership, maintenance or use of any elevators covered by this insurance, or 2. the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf„ The coverage granted by this paragraph does not apply to: a. Bodily injury, property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or political subdivision, or b. Bodily injury or property damage included within the products-completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entity as an additional insured. H. Trade Show Event Lessor 1. With respect to a Named Insured's participation in a trade show event as an exhibitor, presenter or displayer, any person or organization whom the Named Insured is required to include as an additional insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury caused by: a. the Named Insured's acts or omissions, or b. the acts or omissions of those acting on the Named Insured's behalf, in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. _m.__............. ......,............. CNA74705XX (1-15) � � Policy No 5095022001 Page 3 of 17 Endorsement No: Effective Date: 4/7/2018 Insured Name:Northeast Electric, LLC Copyright CNAAII Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc„with Its permission, 4',f J ]e le/Iv oL, JiULO xm, Umbrella I Le11n cent ey 1 1/19/1019 2.1-.31, Yw (eST) I rage 11, of 24 CNAContractors' General Liability Extension Endorsement 2. The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products-completed operations hazard. 2. ADDITIONAL INSURED- PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to add the following paragraph: If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and non- contributory relative to an additional insured's own insurance, then this insurance is primary, and the Insurer will not seek contribution from that other insurance. For the purpose of this Provision 2., the additional insured's own insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3. BODILY INJURY—EXPANDED DEFINITION Under DEFINITIONS, the definition of bodily injury is deleted and replaced by the following. Bodily injury means physical injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury, sickness or disease. 4. BROAD KNOWLEDGE OF OCCURRENCE/ NOTICE OF OCCURRENCE Under CONDITIONS, the condition entitled Duties in The Event of Occurrence, Offense, Claim or Suit is amended to add the following provisions: A. BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence, offense or claim is known to a natural person Named Insured, to a partner, executive officer, manager or member of a Named Insured, or an employee designated by any of the above to give such notice. B. NOTICE OF OCCURRENCE The Named Insured's rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence, offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily injury or property damage is not covered under this Coverage Part. However, the Named Insured shall give written notice of such occurrence, offense or claim to the Insurer as soon as the Named Insured is aware that this insurance may apply to such occurrence, offense or claim. 5. BROAD NAMED INSURED WHO IS AN INSURED is amended to delete its Paragraph 3. in its entirety and replace it with the following: 3. Pursuant to the limitations described in Paragraph 4. below, any organization in which a Named Insured has management control a. on the effective date of this Coverage Part, or b. by reason of a Named Insured creating or acquiring the organization during the policy period, qualifies as a Named Insured, provided that there is no other similar liability insurance, whether primary, contributory, excess, contingent or otherwise, which provides coverage to such organization, or which would have provided coverage but for the exhaustion of its limit, and without regard to whether its coverage is broader or narrower than that provided by this insurance. But this BROAD NAMED INSURED provision does not apply to: (a) anv Partnership, limited liability comp n or i,oint venture; or n 4 (1-15) mmm Page 4 of 17 of 17 nn� Policy No: 50950"001 Page Endorsement No: Insured Name:Northeast Electric, LI,C Effective Date:4/7/20 18 Copyright CNA All Rights Reserved, Includes copyrighted material of Insurance Services Office, Inc„with Its permission, a E633an 1ft/19 aL. Aueo, Ihl. UwhIeIII I Ie11h 11RrI, 11/I,/2111 2c1, I, F,, �ro,I I Feve 11 or 29 CAfAContractors' General Liability Extension Endorsement (b) any organization for which coverage is excluded by another endorsement attached to this Coverage Part. For the purpose of this provision, management control means: A. owning interests representing more than 50% of the voting, appointment or designation power for the selection of a majority of the Board of Directors of a corporation; or B. having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer or sell property held by a trust. 4. With respect to organizations which qualify as Named Insureds by virtue of Paragraph 3. above, this insurance does not apply to: a. bodily injury or property damage that first occurred prior to the date of management control, or that first occurs after management control ceases, nor b. personal or advertising injury caused by an offense that first occurred prior to the date of management control or that first occurs after management control ceases. 5. The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing-business-as names (dba) as any Named Insured should choose to employ 6. BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusions k. and I. and replace them with the following: This insurance does not apply to: It. Damage to Your Product Property damage to your product arising out of it, or any part of it except when caused by or resulting from. (1) fire', (2) smoke, (3) collapse, or (4) explosion. I. Damage to Your Work Property damage to your work arising out of it, or any part of it and included in the products-completed operations hazard. This exclusion does not apply. (1) If the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor, or (2) If the cause of loss to the damaged work arises as a result of: (a) fire, (b) smoke, (c) collapse, or (d) explosion. B. The following paragraph is added to LIMITS OF INSURANCE: ...........................m,................ _____ CNA74705XX (1-15) Policy No:5095022001 Page 5 of 17 Endorsement No:4/7/2018 Effective Date: Insured Name: Northeast Electric, LLC Copyright CNA All Rights Reserved, Includes copyrighted malarial of Insurance Services Office, Inc„with its permission. 46, J5]e 1 18/1- oL. A.I., IIA, embf-11z I c=19n Peoley I ln9/3o19 2.1. 16 eM (PPI) I Page 12 of 24 FN� Contractors' General Liability Extension Endorsement Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke, collapse or explosion and is included within the product-completed operations hazard This sublimit does not apply to property damage to your work if the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor. C. This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name is attached to this policy, 7. CONTRACTUAL LIABILITY— RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of insured contract is replaced by the following: Insured Contract means a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner is not an insured contract, b. A sidetrack agreement, c. Any easement or license agreement, d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement, f. That part of any other contract or agreement pertaining to the Named Insured's business (including an indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization, Tort liability means a liability that would be imposed by law in the absence of any contract or agreement Paragraph f. does not include that part of any contract or agreement. (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications, or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the Insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. 8. ELECTRONIC DATA LIABILITY A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion p. Electronic Data and replace it with the following: This insurance does not apply to: p. Access Or Disclosure Of Confidential Or Personal Information And Data-related Liability Damages arising out of: (1) any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (1-15) Page 6 off 17 Policy NO: 5095022001 Page 6 17 Endorsement No: Insured Name: Northeast Electric, LLC Effective Date:4/7,2019 Copyright CNA All Rights Reserved. Includes copyrighted materiel of Insurance Services Office, Inc.,with its permission, asrr�c�c 3sAy c�, nue�, tra, o,nb-11., I L1; u r-mer 1 1/n/2a3s , '. " '. fora I rases 13 or 1a CNAContractors' General Liability Extension Endorsement (2) the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data that does not result from physical injury to tangible property. However, unless Paragraph (1) above applies, this exclusion does not apply to damages because of bodily injury This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relation expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which is described in Paragraph (1) or(2) above. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. C. The following definition is added to DEFINITIONS: Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. D. For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision, the definition of property damage in DEFINITIONS is replaced by the following: Property damage means. a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it, b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the occurrence that caused it, or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate electronic data, resulting from physical injury to tangible property. All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of this insurance, electronic data is not tangible property. E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy, then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of, and not in addition to, that higher limit. 9. ESTATES, LEGAL REPRESENTATIVES, AND SPOUSES The estates, heirs, legal representatives and spouses of any natural person Insured shall also be insured under this policy, provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such, provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses' acts, errors or omissions in the conduct of the Named Insured's business. 10. EXPECTED OR INTENDED INJURY— EXCEPTION FOR REASONABLE FORCE Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: ................... _ _. ._ __________— CNA74705XX (1-15) Policy 1 5095022001 Page 7 of 17 Endorsement No. Effective Date:4/7/2019 Insured Name. Northeast Electric,LLC Copyright CNA All Rights Reserved, Includes copyrighted material of Insurance services Office, Inc„with its permission, V 5EP 5]5 10/ly c., qufu, In, Ombrel la I Leigh P—ley 1 It17/2919 2,153. , YM lP5'L) I Payc 14 of 21 C/VA Contractors' General Liability Extension Endorsement This insurance does not apply to Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE - PER PROJECT A. For each construction project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: 1. All damages under Coverage A, except damages because of bodily injury or property damage included in the products-completed operations hazard, and 2. All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project, B. All 1. Damages under Coverage B, regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily injury or property damage included in the products-completed operations hazard, and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D. When coverage for liability arising out of the products-completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products- completed operations hazard will reduce the Products-Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of projects involved. E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated 12. IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: _......... �.._.. _.n. —...._.....— _-. _ww�..- ....... y CNA74705XX (1-15) -- --- folic No: 5095022001 Page 8 of 17 Endorsement No: 4/7/2018 Insured Name:Northeast Electric LLC Effective Date: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc-,with Its permission, e c623s5 '8/` OL. auem Ic, OInbh'I1a I Leigh Parley 1 1/11/II11 2'11 ]6 PM (PLTI I Page I, nr 24 OVAContractors' General Liability Extension Endorsement A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Insuring Agreement io amended to replace Paragraphs 1bJ1) and 1.b.(2)with the fd|oming� It. This insurance applies to bodily injury provided that the professional health care services are incidental to the Named |naor*d's primary business purpose, and only if: (1) such bodily injury is caused by an occurrence that takes place in the coverage territory (2) the bodily injury first occurs during the policy period, All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrvnco� and B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to� I. add the following to the Employers Liability exduoion: This exclusion applies only if the bodily injury arising from a health care incident io covered hyother liability Insurance available to the Insured (or which would have been available but for exhaustion of its limits), ii. delete the exclusion entitled Contractual Liability and replace b with the following: This insurance does not apply tn� Contractual Liability the Insured's actual or alleged liabIlIty under any oral or written contract or agreement, including but not limited to express warranties orguarantees. iii. add the following additional exclusions � This insurance does not apply k>� Discrimination any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based or an irdividual's race, creed, color, age, gender, national origin, religior, disability, marital status or sexual orientation. Dishonesty o, Crime Any actual or alleged dishonest, criminal or malicious act, error o/omisdnn YNedicao/yNedicaidFraud any actual or alleged violation of law with respect to Medicare, Medicaid, Tricare or any similar federal, state o/local governmental program. Services Excluded hyEndorsement Any health care incident for which coverage is excluded byendorsement. C. DEFINITIONS io amended to: I. add the following definitions � Health uuro incident means on act, onnr or omission by the Named |nsured's employees or volunteer workers in the rendering of: a. professional health care services on behalf of the Named Insured nr b. Good Samaritan services rendered in an emergency and for which no payment is demanded or received, Page 9 of 17 Endorsement No: 4/7/2018 Effective Date: Insured Name 11onheuxMocoic | |I Copyright ow«All Rights Reserved includes copyrighted material m Insurance Services Office, Inc,with its permission ____ .... ........................... ...... ................ C/VA Contractors' General Liability Extension Endorsement _.....I......,. — .. Professional health care services means any health care services or the related furnishing of food, beverages, medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required a. Physician, b. Nurse, c. Nurse practitioner; d. Emergency medical technician, e. Paramedic, f. Dentist; g. Physical therapist; h. Psychologist, I. Speech therapist, j. Other allied health professional, or Professional health care services does not include any services rendered in connection with human clinical trials or product testing. ii. delete the definition of occurrence and replace it with the following Occurrence means a health care incident. All acts, errors or omissions that are logically connected by any common fact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single occurrence, III. amend the definition of Insured to. a. add the following: the Named Insured's employees are Insureds with respect to: (1) bodily injury to a co-employee while in the course of the co-employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. the Named Insured's volunteer workers are Insureds with respect to: (1) bodily injury to a co-volunteer worker while performing duties related to the conduct of the Named Insured's business, and (2) bodily injury to an employee while in the course of the employee's employment by the Named Insured or while performing duties related to the conduct of the Named insured's business; when such bodily injury arises out of a health care incident, I delete Subparagraphs (a), (b), (c) and (d) of Paragraph 2.a.(1) of WHO IS AN INSURED. D, The Other Insurance condition is amended to delete Paragraph b.(1) in its entirety and replace it with the following: Other Insurance ..... ......—......._.... �.__.— ......,_ —......� — ._... CNA74705XX (1-15) --- — Policy No:509502200t Page 10 of 17 Endorsement No:4/7/2018 Insured Name: Northeast E9ccuricLLC Effective Date Copyright CNA All Rights Resorved. Includes copyrighted material of Insurance Services Office, Inc„with its permission 4F623-6 16/19 or, du,,. IM Vmpre11a I T-911 P-1cy 11/19/,013 2,15.3p F11 (YS, I Page 17 , 24 CNAContractors' General Liability Extension Endorsement ..... L._.m_.- ---- ._... - __ _..__...-..........�..._.....- ----- b. Excess Insurance (1) To the extent this insurance applies, it is excess over any other insurance, self insurance or risk transfer instrument, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by the Named Insured to be excess of this coverage 14. JOINT VENTURES / PARTNERSHIP/ LIMITED LIABILITY COMPANIES WHO IS AN INSURED is amended to delete its last paragraph and replace it with the following: No person or organization is an Insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations, except that if the Named Insured was a joint venturer, partner, or member of a limited liability company and such joint venture, partnership or limited liability company terminated prior to or during the policy period, such Named Insured is an Insured with respect to its interest in such joint venture, partnership or limited liability company but only to the extent that: a. any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense first occurred after such termination date, It. the bodily injury or property damage first occurred after such termination date: and c. there is no other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company, and If the joint venture, partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program, then such insurance will always be considered valid and collectible for the purpose of paragraph c. above. But this provision will not serve to exclude bodily injury, property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS. Please see that provision for the definition of consolidated (wrap-up) insurance program. 15. LEGAL LIABILITY — DAMAGE TO PREMISES / ALIENATED PREMISES / PROPERTY IN THE NAMED INSURED'S CARE, CUSTODY OR CONTROL A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion j. Damage to Property in its entirety and replace it with the following: This insurance does not apply to: j. Damage to Property Property damage to: (1) Property the Named Insured owns, rents, or occupies, including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property, (2) Premises the Named Insured sells, gives away or abandons, if the property damage arises out of any part of those premises. (3) Property loaned to the Named Insured, (4) Personal property in the care, custody or control of the Insured, (5) That particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on the Named Insured's behalf are performing operations, if the property damage arises out of those operations. or _.... _......... . ........... CNA74705XX (1-15) Policy No 5095022001 Page 11 of 17 Endorsement No: 4/7/2018 Effective Date: Insured Name: Northeast Electric LLC Copyright C N A A I I Rights Reserved. Includes copyrighted material of Insurance services Office, Inc.,with its permission, 4rG'1116 I6/lz c], Ao�, ma, 1,1h e1la I Lci9n reniey 1 1119/201 -:15'.1E erf tvsm) I Page lg of 24 C/VA Contractors' General Liability Extension Endorsement 1-............... _............_ ..................... (6) That particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraphs (1), (3) and (4) of this exclusion do not apply to property damage (other than damage by fire) to premises rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, nor to the contents of premises rented to the Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in LIMITS OF INSURANCE. Paragraph (2) of this exclusion does not apply if the premises are your work. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (6) of this exclusion does not apply to property damage included in the products- completed operations hazard, Paragraphs (3) and (4) of this exclusion do not apply to property damage to: i. tools, or equipment the Named Insured borrows from others, nor ii. other personal property of others in the Named Insured's care, custody or control while being used in the Named Insured's operations away from any Named Insured's premises. However, the coverage granted by this exception to Paragraphs (3) and (4) does not apply to: a. property at a job site awaiting or during such property's installation, fabrication, or erection, b. property that is mobile equipment leased by an Insured, C. property that is an auto, aircraft or watercraft, d. property in transit: or e. any portion of property damage for which the Insured has available other valid and collectible insurance, or would have such insurance but for exhaustion of its limits, or but for application of one of its exclusions. A separate limit of insurance and deductible apply to such property of others. See LIMITS OF INSURANCE as amended below. B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete its last paragraph and replace it with the following, Exclusions c. through n. do not apply to damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner, nor to damage to the contents of premises rented to a Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in LIMITS OF INSURANCE, C. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $25,000 is the most the Insurer will pay under Coverage A for damages arising out of any one occurrence because of the sum of all property damage to borrowed tools or equipment, and to other personal property of others in the Named Insured's care, custody or control, while being used in the Named Insured's operations away from any Named Insured's premises. The Insurer's obligation to pay such property damage does not apply until the amount of such property damage exceeds $1,000. The Insurer has the right but not the duty to pay any portion of this $1,000 in order to effect settlement. If the Insurer exercises that right, the Named Insured will promptly reimburse the Insurer for any such amount. D. Paragraph 6., Damage To Premises Rented To You Limit, of LIMITS OF INSURANCE is deleted and replaced by the following: .. ............._... .....—--. CNA74705XX (1-15) ....— .........—....._�._._..�... Page 12 of 17 Policy No-5045b22 T-"—"' g Endorsement No: 417f2018 Insured Name: Northeast Electric LLC Effective Date: Copyright CNA All Rights Reserved. Includes.opyrigtited material of Insurance services Office, Inc„with its permission ae""36 nur,. xm, u e:Pna cPi.n nAm�. > > /2r.a 2.rs ae rw tes^n l r»a v �e za __ C/VA Contractors' General Liability Extension Endorsement �..__.. L �...--..— ..... _ .... —__._. ..............�. - 6. Subject to Paragraph 5. above, (the Each Occurrence Limit), the Damage To Premises Rented To You Limit is the most the Insurer will pay under Coverage A for damages because of property damage to any one premises while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, including contents of such premises rented to the Named Insured for a period of 7 or fewer consecutive days. The Damage To Premises Rented To You Limit is the greater of: a. $500,000, or I The Damage To Premises Rented To You Limit shown in the Declarations. E. Paragraph 4.b.(1)(a)(ii) of the Other Insurance Condition is deleted and replaced by the following: (ii) That is property insurance for premises rented to the Named Insured, for premises temporarily occupied by the Named Insured with the permission of the owner, or for personal property of others in the Named Insured's care, custody or control, 16. LIQUOR LIABILITY Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Liquor Liability. This LIQUOR LIABILITY provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part, 17. MEDICAL PAYMENTS A. LIMITS OF INSURANCE is amended to delete Paragraph 7. (the Medical Expense Limit) and replace it with the following: 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medical Expense Limit is the most the Insurer will pay under Coverage C — Medical Payments for all medical expenses because of bodily injury sustained by any one person. The Medical Expense Limit is the greater of: (1) $15,000 unless a different amount is shown here: or (2) the amount shown in the Declarations for Medical Expense Limit. B. Under COVERAGES, the Insuring Agreement of Coverage C — Medical Payments is amended to replace Paragraph 1.a.(3)(b)with the following: (b) The expenses are incurred and reported to the Insurer within three years of the date of the accident, and This Paragraph B. does not apply to medical expenses incurred in the state of Missouri. 18. NON-OWNED AIRCRAFT Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions Is amended as follows The exclusion entitled Aircraft, Auto or Watercraft is amended to add the following: This exclusion does not apply to an aircraft not owned by any Named Insured, provided that. 1. the pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airline transport pilot; 2. the aircraft is rented with a trained, paid crew to the Named Insured; and 3. the aircraft is not being used to carry persons or property for a charge. CNN 747M (1-15) Policy No: 5095022001 Page 13 of 17 Endorsement No: 4/7/2018 Effective Date. Insured Name: Northeast Electric LLC Copyright CNA All Rights Reserved, Includes copyrighted material of Insurance Services Office, Inc„with its permission. 4 ecZ)s36 16/19 in,, Auto, xn, umbrella I Leigh eenlev 1 1/lP/rOl9 2,I5aG Pf1 rPSM I Page 20 o[ 24 'CNA Contractors' General Liability Extension Endorsement 19. NON-OWNED WATERCRAFT Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete subparagraph (2) of the exclusion entitled Aircraft, Auto or Watercraft, and replace it with the following. This exclusion does not apply to: (2) a watercraft that is not awned by any Named Insured, provided the watercraft is: (a) less than 75 feet long, and (b) not being used to carry persons or property for a charge. 20. PERSONAL AND ADVERTISING INJURY—DISCRIMINATION OR HUMILIATION A. Under DEFINITIONS, the definition of personal and advertising injury is amended to add the following tort: Discrimination or humiliation that results in injury to the feelings or reputation of a natural person. B. Under COVERAGES, Coverage B — Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to', 1. delete the Fxclusion entitled Knowing Violation Of Rights Of Another and replace it with the following, This insurance does not apply to: Knowing Violation of Rights of Another Personal and advertising injury caused by or at the direction of the Insured with the knowledge that the act would violate the rights of another and would inflict personal and advertising injury. This exclusion shall not apply to discrimination or humiliation that results in injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is not done intentionally by or at the direction of: (a) the Named Insured, or (b) any executive officer, director, stockholder, partner, member or manager (if the Named Insured is a limited liability company) of the Named Insured 2, add the following exclusions. This insurance does not apply to: Employment Related Discrimination Discrimination or humiliation directly or indirectly related to the employment, prospective employment, past employment or termination of employment of any person by any Insured. Premises Related Discrimination discrimination or humiliation arising out of the sale, rental, lease or sub-lease or prospective sale, rental, lease or sub-lease of any room, dwelling or premises by or at the direction of any Insured. Notwithstanding the above, there is no coverage for fines or penalties levied or imposed by a governmental entity because of discrimination. The coverage provided by this PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization whose status as an Insured derives sollely from Provision 1.ADDITIONAL INSURED of this endorsement, or Ct .._.—_.......�. �......— ._... _ 05X Page 14 of 17 Policy No: c095022001 Page 4 Endorsement No: 4/7/2018 Insured Name: Northeast Electric LLC Effective Date: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office,Inc.,with Its permission, 465z3s36 ae/19 a[„ Aura, 111, Unib,e11. I L-1h 1-1,y 1 1/11/2113 2,11:11 1m (em I r"9 21 oI 2a CNAContractors' General Liability Extension Endorsement attachment of an additional insured endorsement to this Coverage Part, This PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part, 21. PERSONAL AND ADVERTISING INJURY -CONTRACTUAL LIABILITY A. Under COVERAGES, Coverage B —Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Contractual Liability. B. Solely for the purpose of the coverage provided by this PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY provision, the following changes are made to the section entitled SUPPLEMENTARY PAYMENTS —COVERAGES A AND B: 1. Paragraph 2.d. is replaced by the following: d. The allegations in the suit and the information the Insurer knows about the offense alleged in such suit are such that no conflict appears to exist between the interests of the Insured and the interests of the indemnitee; 2. The first unnumbered paragraph beneath Paragraph 2.f.(2)(b) is deleted and replaced by the following: So long as the above conditions are met, attorneys fees incurred by the Insurer in the defense of that indemnitee, necessary litigation expenses incurred by the Insurer, and necessary litigation expenses incurred by the indemnitee at the Insurer's request will be paid as defense costs. Such payments will not be deemed to be damages for personal and advertising injury and will not reduce the limits of insurance, C. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply if Coverage B —Personal and Advertising Injury Liability is excluded by another endorsement attached to this Coverage Part. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 22. PROPERTY DAMAGE— ELEVATORS A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended such that the Damage to Your Product Exclusion and subparagraphs (3), (4) and (6) of the Damage to Property Exclusion do not apply to property damage that results from the use of elevators. B. Solely for the purpose of the coverage provided by this PROPERTY DAMAGE — ELEVATORS Provision, the Other Insurance conditions is amended to add the following paragraph: This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis that is Property insurance covering property of others damaged from the use of elevators. 23. SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS —COVERAGES A AND B is amended as follows', A. Paragraph 1.b. is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000 limit, and B. Paragraph 1.d. is amended to delete the limit of$250 shown for daily loss of earnings and replace it with a $1,000, limit. 24. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part, the Insurer will not deny coverage under this Coverage Part because of such failure. CNA74705XX (1-15) ...................m.. Policy No: 5095022001 Page 15 of 17 Endorsement No: 4,17/2019 Effective Date. Insured Name:Northeast Hlcctric Li Copyright CNA All Rights Reserved Includes copyrighted material of Insurance Services Office, Inc.,with its permission. a rsen s]G I le/1,, IL, ,C, , In uinbcel la I n—,b ecnmv 1 1/17/1n11 1 1',16 111 n;,f I Pa.e " or za C/VA Contractors' General Liability Extension Endorsement L- —.__ -----------------. --- --_ - 25. WAIVER OF SUBROGATION - BLANKET Under CONDITIONS, the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injury or damage arising out of. 1. the Named Insured's ongoing operations, or 2. your work included in the products-completed operations hazard However, this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement, and only if such contract or agreement 1. is in effect or becomes effective during the term of this Coverage Part, and 2. was executed prior to the bodily injury, property damage or personal and advertising injury giving rise to the claim. 26. WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Note: The following provision does not apply to any public construction project in the state of Oklahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a consolidated (wrap- up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION - CONSTRUCTION WRAP-UP is attached to this policy, or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.0 I.P ) or Contractor Controlled Insurance Programs (C.C.I.P.) is attached, then the following changes apply. A. The following wording is added to the above-referenced endorsement: With respect to a consolidated (wrap-up) insurance program project in which the Named Insured is or was involved, this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages because of: 1. Bodily injury, property damage, or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project, or during such operations of anyone acting on the Named Insured's behalf, nor 2. Bodily injury or property damage included within the products-completed operations hazard that arises out of those portions of the project that are not residential structures. B. Condition 4. Other Insurance is amend to add the following subparagraph 4.b.(1)(c): This insurance is excess over: (c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to the Named Insured as a result of the Named Insured being a participant in a consolidated (wrap-up) insurance program, but only as respects the Named Insured's involvement in that consolidated (wrap-up) insurance program. C. DEFINITIONS is amended to add the following definitions: Consolidated (wrap-up) insurance program means a construction„ erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, such as an Owner Controlled Insurance Program (O C.I,P.) or Contractor Controlled Insurance Program(C.C.I,P.), Residential structure means any structure where 30% or more of the square foot area is used or is intended to be used for human residency, including but not limited to: - ..... — ...., .. --- �_... _ — _...m.�.,__`-------_CNA74705XX (1-15) - Policy No: 5095022001 � Page 16 of 17 Endorsement No: 4f7'2018 Insured Name', Northeast 131eoh-ie LLC Effective Date: Copyright CNA All Rights Reserved, Includes copyrighted material of Insurance services Office,Inc„with Its permission, a66J,1Jti 18/30 CL, ➢u—, rM, Ur �re11a I Leiah eenleY' I t/1//aaln 2:15.3, r. IIs,I I Pa,e 2] nC ze ­ F - ..m- _ __ __ ...._.. C/VA Contractors' General Li me ability Extension Endorsent — _. �.. a ...._. 1. single or multifamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments; and 2. the common areas and structures appurtenant to the structures in paragraph 1. (including pools, hot tubs, detached garages, guest houses or any similar structures). However, when there is no individual ownership of units, residential structure does not include military housing, college/university housing or dormitories, long term care facilities, hotels or motels. Residential structure also does not include hospitals or prisons. This WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. All other terms and conditions of the Policy remain unchanged. - __............ _____ __.. � _..._r', . r on the effec whichforms a partofand is for attachment to the PoicyIssued by thedesignatedInsurers, takes endorsementfive date of said Policy at the hour stated in said Policy unless another effective date is shown and expires concurrently with said Policy GNA74705XX (1-15) Policy No: 5095022001 Page 17 of 17 Endorsement No: 4/7/2018 Effective Date: Insured Name: Northeast Electric LLC Copyright CNA All Rights Reserved, Includes copyrighted material of Insurance Services Office, Inc„with its permission, 4612:r36 I IB/IQ c6. AucID, IM, old e11, 1 Lrvt9h P-1, Y 1 1117/A)19 2',14(1r Fm [PM I Fa, 24 of 2-0 Local Agency Performance Bond PERFORMANCE BOND to [City of Kent or County], WA Bond No. WAC55112 The ICfty of _..Kent or _ _ County],Washington ([City or County])has awarded to Northeast Electric, LLC (Principal),a contract for the construction of the project designated as Ken,"^"w 0'n 1 sreim r,n,d, Project No. e1,a,00staea7 ,'n[location],Washington(Contract), and said Principal is required to furnish a bond for performance of all obligations un er e Contract. The Principal, and Mercnants Boodlo€comnaov lMutual) (Surety), a corporation, organized underthe laws ofthe Stale of Iowa and licensed to do business In the State of Washington as surety and named in the current list of"Surety Companies Acceptable in Federal Bonds"as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S.Treasury Dept., are jointly and severally held and firmly bound to the [City or County], In the sum of eightrmnd,ed rwu Thuusend E,&Hundred sixty Nine and oolroo Us Dollars($ 802,869.00 )Total Contract Amount, subject to the provisions herein. This statutory performance bond shall become null and void, if and when the Principal,its heirs,executors,administrators, successors, or-assigns shall well and faithfully perform all of the Principal's obligations under the Contract and fulfill all terms and conditions of all duly authorized modifications,additions, and changes to said Contract that may hereafter be made,at the time and in the manner therein specified;and if such performance obligations have not been fulfilled,this bond shall remain in force and effect The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract,the specifications accompanying the Contract,or to the work to be performed under the Contract shall In any way affect its obligation on this bond,and waives notice of any 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 may be executed in two(2)original counterparts, and shall be signed by the parties' duly authorized officers.This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the office executing on behalf of the surety. PRINCIPAL Northeast ,It,LLC SURETY Merchants Bonding Company[Mutual) � Principal So naatura _ Date ✓"� Surety_$Jglr`ature _ Date [ p- Hf`f 1-Llta1 oshua Sanford 01/18/2019 Printed Name Date Printed Name Date lvY�'t0.°1M-F-� Atto rnev In-Fact Title Title _� -__�m. ..m._...... ... Name, address, and telephone of local officelagent of Surety Company is; Carnlyne Emery,Willis of Oregon, Inc. 222 SW Columbia St.,Suite 600 Portland, OR 97201 (415)955-C264 Approved as to form: 6Aa��V� . A, J [City or County]Amorney, [City of Kent or County] Date DOT FOrni M2012 68 Local Agency Payment Bond - Highway Construction PUBLIC WORKS PAYMENT BOND to [City of Kent or County], WA Bond No. WAC55112 The[city of Kent or ,.. _ County],Washington ([City or County])has awarded to Northeast Electric, AI,C (Principal), a contract for the construction of the project designated as K-LV ,sn,ai s,,1—lograde ,Project No. nso 90G.,(a6rn [location],Washington (Contract), and said Principal is required under the terms of that at Contract to furnish a payrnentl in accord with Title 39.08 Revised Code of Washington (RCW)and (where applicahle)60.28 RCW, The Principal,and Merchant,Bondfine Comaany IMumap (Surety),a corporation organized under the laws of the State of Iowa and licensed to do business in the State of Washington as surety and named in the current list of"Surety Companies Acceptable in Federal Bonds"as published in the Federal Register by the Audit Staff Bureau of Accounts,U.S.Treasury Dept., are jointly and severally held and firmly bound to the[City or County],In the sum of Eight Hundred Two Thousand Eight Hundred Sixty Nine and 00/100 us Dollars ($ 802,869.00 Total Contract Amount,subject to the provisions herein. mm This statutory payment bond shall become null and void, if and when the Principal, its heirs, executors, administrators,successors,or assigns shall pay all persons in accordance with RCW 39.08, 39.12,and 60.28 including all workers, laborers,mechanics, subcontractors, and matenalmen, and all person who shall supply such contractor or subcontractor with provisions and supplies for the carrying on of such work, and all taxes incurred on said Contract under Titles 50 and 51 RCW and all taxes imposed on the Principal under Title 82 RCW;and if such payment obligations have not been fulfilled,this bond shall remain in full force and effect. The Surety for value received agrees that no change,extension of time, alteration or addition to the terms of the Contract,the specifications accompanying the Contract,or to the work to be performed under the Contract shall in any way affect its obligation on this bond,and waives notice of any changes, extension of time, alteration or addition to the terms of the Contract or the work performed.The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be executed in two(2)original counterparts, and shall be signed by the parties'duly authorized officers.This bond will only be accepted if it Is accompanied by a fully executed and original power of attorney for the office executing on behalf of the surety, PRINC AL Northeast Electric, LLC D SURETY M�e�rcfaae�n�ding Company Mutua Principag ature a e uetwre Date /t Lto .. o5hua Santo, l) 1D 01/18/2019 Printed Naame� p�� Date Printed Name Date MrI.�, rt Attorney-In-Fact Title Title Name,address, and telephone of local office/agent of Surety Company is; Carolyne Emery, Willis of Oregon, Inc. 222 SW Columbia St.,Suite 600 Portland, OR 97201 (415)955-0264 Approved as to form' Z [City or County. ttorrtey, [City of Kent or County] Date DOT Form 272-003A EF OO12012 69 MERCHA Tr7� BONDING COMPANY, POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa(herein collectively called the"Companies")do hereby make,constitute and appoint, individually, Adam Martin; Aimee R Perondine; Aiza Lopez; Ashley Sinclair; Brian Peters; Danielle D Johnson; Donna M Planeta; Jennifer M Garten; Joshua Sanford; Keri Ann Smith, Michelle Anne McMahon; Nicole Ann Clark; Stacy Rivera; Stephani A Trudeau their true and lawful Attomey(s)-in-Fact,to make, execute,seal and deliver on behalf of the Companies, as Surety,bonds, undertakings and other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of FIVE MILLION($5,000,000.00)DOLLARS This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company(Mutual)on April 23,2011 and adopted by the Board of Directors of Merchants National Bonding, Inc.,on October 24,2011. "The President,Secretary,Treasurer,or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto,bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond,undertaking, recognizance,or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation.It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee,shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 24th day of October 2016 rnerrmr°rr .•'r'A10/4 "*• *•'aG C MERCHANTS BONDING COMPANY(MUTUAL) •n.,�•"Oa��A'��,, •••.� 4�p� .!Ap��• MERCHANTS NATIONAL BONDING,INC. : v . 2003 r '. 1933 '•., a vy By L x� • ...„,•.;,gay ,• ,•� ..,rv,.•( y STATE OF IOWA °°""°.nur.rrw•�" •'••..•• COUNTY OF Dallas ss. President On this 24th day of October 2016 before me appeared Larry Taylor,to me personally known,who being by me sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC.;and that the seals affixed to the foregoing instrument are the Corporate seals of the Companies,and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. , WENDY WOODY �"„ Commission Number 784654 My Commission Expires wP June 20, 2017 Notary PuHYi , County, Iowa (Expiration of notary's commission does not invalidate this instrument) I,William Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 18th day of January 2019 ,. 'o'llIG Cot "pa9 G4 p °A�..�{?�, •• c,� '�,,,r'..;�„t /...•' st"a ,-U.' ..sr-2.am.6.n , Secretary POA 0014 (6/15) "r°.r„ .'rrr.n, ` ...+•°" AMENDMENTS TO THE STANDARD SPECIFICATIONS CONTENTS PAGE Introduction .................................. ............ . .............AMD-1 1-01 Definitions and Terms..........................................................AMD-1 1-02 Bid Procedures and Conditions.......................... .....-AMD-1 1-03 Award and Execution of Contract ..........................................AMD-2 1 -05 Control of Work ............................................... ................—AMD-3 1-06 Control of Material .................................................. ...........AMD-3 1 -07 Legal Relations and Responsibilities to the Public.....................AMD-5 1-08 Prosecution and Progress .....................................................AMD-9 1-09 Measurement and Payment ................................... ...............AMD-10 2-02 Removal of Structures and Obstructions.................................AMD-10 2-09 Structure Excavation .................................. .........................AMD-11 3-01 Production from Quarry and Pit Sites ................ ....,AMD-11 4-04 Ballast and Crushed Surfacing ..................... ...............AMD-11 5-01 Cement Concrete Pavement Rehabilitation .............................AMD-12 5-04 Hot Mix Asphalt ............................................ .... ..................AMD-12 5-05 Cement Concrete Pavement .................................................AMD-15 6-01 General Requirements for Structures .....................................AMD-16 6-02 Concrete Structures ..................................... ............... ........AMD-19 6-05 Piling .....,,,,,, ........—.................... ..AMD-27 6-07 Painting............................................. ...AMD-27 6-08 Bituminous Surfacing on Structure Decks .......... ....................AMD-27 6-09 Modified Concrete Overlays ..................................................AMD-27 6-10 Concrete Barrier .................................................................AMD-31 6-11 Reinforced Concrete Walls....................................................AMD-32 6-12 Noise Barrier Walls..............................................................AMD-32 6-13 Structural Earth Walls ............................... ..... .... ................AMD-33 6-14 Geosynthetic Retaining Walls.................... .......... . ..... ............AMD-33 6-16 Soldier Pile and Soldier Pile Tieback Walls .. ............................AMD-33 6-18 Shotcrete Facing......................................................... ........AMD-33 6-19 Shafts ........................................................ .......... .............AMD-34 7-02 Culverts ..................... ..... ............. ............... . ..... .........—.AMD-34 7-05 Manholes, Inlets, Catch Basins, and Drywells............. .....,.......AMD-35 Kent Valley Signal System Upgrade/Peterson November 20, 2018 Federal Aid Number HSIP-OOOS(468) Project Number, 17-3015 AMENDMENTS TO THE STANDARD SPECIFICATIONS CONTENTS PAGE 7-08 General Pipe Installation Requirements ..................... .............AMD-35 8-01 Erosion Control and Water Pollution Control ....-......................AMD-35 8-02 Roadside Restoration..................................................... .....AMD-49 8-04 Curbs, Gutters, and Spillways...............................................AMD-49 8-06 Cement Concrete Driveway Entrances.............. ................... -AMD-49 8-07 Curbs, Gutters, and Spillways,,,,,,,,,,,, ,,,,,,,,,,,,,, ,,,,, ,,,,,,,,,,,,,,, ,AMD-50 8-11 Guardrail ................................. ...-AMD-50 8-14 Cement Concrete Sidewalks ................... ................... .......... .AMD-51 8-16 Concrete Slope Protection ....................................................AMD-51 8-17 Impact Attenuator Systems..................................................AMD-52 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical......................................... .......... .....AMD-52 8-21 Permanent Signing..............................................................AMD-53 9-02 Bituminous Materials ...........................................................AMD-53 9-03 Aggregates .......................................................... ..............AMD-54 9-04 Joint and Crack Sealing Materials ..........................................AMD-59 9-05 Drainage Structures and Culverts...................................... ....AMD-60 9-06 Structural Steel and Related Materials ................. ... ...... ........AMD-61 9-07 Reinforcing Steel ......................................... ............... . ... ...AMD-62 9-08 Paints and Related Materials.......... ........... ......... .......... .........AMD-60 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion And Scour Protection and Rock Walls .....................................AMD-62 9-14 Erosion Control and Roadside Planting ...................................AMD-63 9-16 Fence and Guardrail ..........................................................-AMD-64 9-18 Precast Traffic Curb..........................................................—AMD-64 9-20 Concrete Patching Material, Grout, and Mortar ........................AMD-64 9-21 Raised Pavement Markers ................ ...........---. ................AMD-66 9-26 Epoxy Resins.......................................................,......,.......AMD-67 9-28 Signing Materials and Fabrication -............ ......... .......AMD-67 9-29 Illumination, Signal, Electrical...............................................AMD-68 9-33 Construction Geosynthetic ............... ..... ...............................AMD-73 9-34 Pavement Marking Material ..................................................AMD-73 Kent Valley Signal System Upgrade/Peterson November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 1 INTRO.AP1 2 INTRODUCTION 3 The following Amendments and Special Provisions shall be used in conjunction with the 4 2018 Standard Specifications for Road, Bridge, and Municipal Construction. 5 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS 7 8 The following Amendments to the Standard Specifications are made a part of this contract 9 and supersede any conflicting provisions of the Standard Specifications. For informational 10 purposes, the date following each Amendment title indicates the implementation date of the 11 Amendment or the latest date of revision. 12 13 Each Amendment contains all current revisions to the applicable section of the Standard 14 Specifications and may include references which do not apply to this particular project. 15 16 1-01.AP1 17 Section 1-01, Definitions and Terms 18 August 6, 2018 19 1-01.3 Definitions 20 The following new term and definition is inserted before the definition for "Shoulder": 21 22 Sensitive Area — Natural features, which may be previously altered by human activity, 23 that are present on or adjacent to the project location and protected, managed, or 24 regulated by local, tribal, state, or federal agencies. 25 26 The following new term and definition is inserted after the definition for "Working Drawings": 27 28 WSDOT Form — Forms developed and maintained by WSDOT that are required or 29 available for use on a project. These forms can be downloaded from the forms 30 catalogue at: 31 32 http://wsdot.wa.gov/forms/pdfForms.html 33 34 1-02.AP1 35 Section 1-02, Bid Procedures and Conditions 36 October 30, 2018 37 1-02.4(1) General 38 This section is supplemented with the following: 39 40 Prospective Bidders are advised that the Contracting Agency may include a partially 41 completed Washington State Department of Ecology (Ecology) Transfer of Coverage 42 (Ecology Form ECY 020-87a) for the Construction Stormwater General Permit 43 (CSWGP) as part of the Bid Documents. When the Contracting Agency requires the 44 transfer of coverage of the CSWGP to the Contractor, an informational copy of the 45 Transfer of Coverage and the associated CSWGP will be included in the appendices. 46 As a condition of Section 1-03.3, the Contractor is required to complete sections I, III, 47 and VIII of the Transfer of Coverage and return the form to the Contracting Agency. 48 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-1 I The Contracting Agency is responsible for compliance with the CSWGP until the end of 2 day that the Contract is executed. Beginning on the day after the Contract is executed, 3 the Contractor shall assume complete legal responsibility for compliance with the 4 CSWGP and full implementation of all conditions of the CSWGP as they apply to the 5 Contract Work. 6 7 1-02.5 Proposal Forms 8 The first sentence of the first paragraph is revised to read: 9 10 At the request of a Bidder, the Contracting Agency will provide a physical Proposal 11 Form for any project on which the Bidder is eligible to Bid. 12 13 1-02.6 Preparation of Proposal 14 Item number 1 of the second paragraph is revised to read: 15 16 1. A unit price for each item (omitting digits more than two places to the right of the 17 decimal point), 18 19 In the third sentence of the fourth paragraph, VSDOT Form 422-031" is revised to read 20 VSDOT Form 422-031 U". 21 22 The following now paragraph is inserted before the last paragraph;. 23 24 The Bidder shall submit with their Bid a completed Contractor Certification Wage Law 25 Compliance form (WSDOT Form 272-009). Failure to return this certification as part of 26 the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. A 27 Contractor Certification of Wage Law Compliance form is included in the Proposal 28 Forms. 29 30 31 1-03.AP1 32 Section 1-03, Award and Execution of Contract 33 January 2, 2018 34 1-03.3 Execution of Contract 35 The first paragraph is revised to read: 36 37 Within 20 calendar days after the Award date, the successful Bidder shall return the 38 signed Contracting Agency-prepared Contract, an insurance certification as required by 39 Section 1-07.18, a satisfactory bond as required by law and Section 1-03.4, the Transfer 40 of Coverage form for the Construction Stormwater General Permit with sections I, III, 41 and VIII completed when provided, and shall be registered as a contractor in the state of 42 Washington. 43 44 1-03.5 Failure to Execute Contract 45 The first sentence is revised to read: 46 47 Failure to return the insurance certification and bond with the signed Contract as 48 required in Section 1-03.3, or failure to provide Disadvantaged, Minority or Women's 49 Business Enterprise information if required in the Contract, or failure or refusal to sign 50 the Contract, or failure to register as a contractor in the state of Washington, or failure to 51 return the completed Transfer of Coverage for the Construction Stormwater General AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-2 I Permit to the Contracting Agency when provided shall result in forfeiture of the proposal 2 bond or deposit of this Bidder. 3 4 1-05.AP1 5 Section 1-05, Control of Work 6 August 6, 2018 7 1-05.5 Vacant 8 This section, including title, is revised to read: 9 10 1-05.5 Tolerances 11 Geometrical tolerances shall be measured from the points, lines, and surfaces defined 12 in Contract documents. 13 14 A plus (+) tolerance increases the amount or dimension to which it applies, or raises a 15 deviation from level. A minus (-) tolerance decreases the amount or dimension to which 16 it applies, or lowers a deviation from level. Where only one signed tolerance is specified 17 (+ or-), there is no specified tolerance in the opposing direction. 18 19 Tolerances shall not be cumulative. The most restrictive tolerance shall control. 20 21 Tolerances shall not extend the Work beyond the Right of Way or other legal 22 boundaries identified in the Contract documents. If application of tolerances causes the 23 extension of the Work beyond the Right of Way or legal boundaries, the tolerance shall 24 be reduced for that specific instance. 25 26 Tolerances shall not violate other Contract requirements. If application of tolerances 27 causes the Work to violate other Contract requirements, the tolerance shall be reduced 28 for that specific instance. If application of tolerances causes conflicts with other 29 components or aspects of the Work, the tolerance shall be reduced for that specific 30 instance. 31 32 1-05.9 Equipment 33 The following new paragraph is inserted before the first paragraph: 34 35 Prior to mobilizing equipment on site, the Contractor shall thoroughly remove all loose 36 dirt and vegetative debris from drive mechanisms, wheels, tires, tracks, buckets and 37 undercarriage. The Engineer will reject equipment from the site until it returns clean. 38 39 This section is supplemented with the following; 40 41 Upon completion of the Work, the Contractor shall completely remove all loose dirt and 42 vegetative debris from equipment before removing it from the job site. 43 44 1-06.AP1 45 Section 1-06, Control of Material 46 October 30, 2018 47 1-06.1(3) Aggregate Source Approval (ASA) Database 48 This section is supplemented with the following: 49 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-3 1 Regardless of status of the source, whether listed or not listed in the ASA database the 2 source owner may be asked to provide testing results for toxicity in accordance with 3 Section 9-03.21(1). 4 5 1-06.2(2)D Quality Level Analysis 6 This section is supplemented with the following new subsection: 7 8 1-06.2(2)D5 Quality Level Calculation — HMA Compaction 9 The procedures for determining the quality level and pay factor for HMA compaction are 10 as follows: 11 12 1. Determine the arithmetic mean, X., for compaction of the lot:. 13 14 X = x. rn t1 15 16 Where: 17 x = individual compaction test values for each sublot in the lot. 18 Yx = summation of individual compaction test values 19 n = total number test values 20 21 2. Compute the sample standard deviation, "S", for each constituent: 22 rah;;a' -(ExY 23 S = n(n—1 24 25 Where: 26 7x2= summation of the squares of individual compaction test values 27 (Xx)2 = summation of the individual compaction test values squared 28 29 3. Compute the lower quality index (QL): 30 31 OL - Xn, —LSL S 32 33 Where: 34 LSL = 91.5 35 36 4. Determine PL (the percent within the lower Specification limit which 37 corresponds to a given QL) from Table 1. For negative values Of QL, PL is equal 38 to 100 minus the table PL. If the value of QL does not correspond exactly to a 39 figure in the table, use the next higher value. 40 41 5. Determine the quality level (the total percent within Specification limits): 42 43 Quality Level = PL 44 45 6. Using the quality level from step 5, determine the composite pay factor (CPF) 46 from Table 2. AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-4 1 2 7. If the CPF determined from step 6 is 1.00 or greater: use that CPF for the 3 compaction lot; however, the maximum HMA compaction CPF using an LSL = 4 91.5 shall be 1.05. 5 6 8. If the CPF from step 6 is not 1.00 or greater: repeat steps 3 through 6 using an 7 LSL = 91.0. The value thus determined shall be the HMA compaction CPF for 8 that lot; however, the maximum HMA compaction CPF using an LSL = 91.00 9 shall be 1.00. 10 11 1-06.2(2)D4 Quality Level Calculation 12 The first paragraph (excluding the numbered list) is revised to read: 13 14 The procedures for determining the quality level and pay factors for a material, other 15 than HMA compaction, are as follows: 16 17 1-06.6 Recycled Materials 18 The first three sentences of the second paragraph is revised to read: 19 20 The Contractor shall submit a Recycled Material Utilization Plan on WSDOT Form 350- 21 075A within 30 calendar days after the Contract is executed. The plan shall provide the 22 Contractor's anticipated usage of recycled concrete aggregates for meeting the 23 requirements of these Specifications. The quantity of recycled concrete aggregate will 24 be provided in tons and as a percentage of the Plan quantity for eligible material listed 25 in Section 9-03.21(1)E Table on Maximum Allowable percent (By Weight) of Recycled 26 Material. 27 28 The last paragraph is revised to read: 29 30 Within 30 calendar days after Physical Completion, the Contractor shall report the 31 quantity of recycled concrete aggregates that were utilized in the construction of the 32 project for each eligible item listed in Section 9-03.21(1)E. The Contractor's report shall 33 be provided on WSDOT Form 350-075A, Recycled Materials Reporting. 34 35 1-06.6(1)A General 36 Item 1(a) in the second paragraph is revised to read; 37 38 a. The estimated costs for the Work for each material with 25 percent recycled 39 concrete aggregate. The cost estimate shall include for each material a 40 documented price quote from the supplier with the lowest total cost for the Work. 41 42 1-07.AP 1 43 Section 1-07, Legal Relations and Responsibilities to the Public 44 August 6, 2018 45 1-07.5 Environmental Regulations 46 This section is supplemented with the following new subsections; 47 48 1-07.5(5) U.S. Army Corps of Engineers 49 When temporary fills are permitted, the Contractor shall remove fills in their entirety and 50 the affected areas returned to pre-construction elevations. 51 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-5 1 If a U.S. Army Corps of Engineers permit is noted in Section 1-07.6 of the Special 2 Provisions, the Contractor shall retain a copy of the permit or the verification letter (in 3 the case of a Nationwide Permit) on the worksite for the life of the Contract. The 4 Contractor shall provide copies of the permit or verification letter to all subcontractors 5 involved with the authorized work prior to their commencement of any work in waters of 6 the U.S. 7 8 1-07.5(6) U.S. Fish/Wildlife Services and National Marine Fisheries Service 9 The Contracting Agency will provide fish exclusion and handling services if the Work 10 dictates. However, if the Contractor discovers any fish stranded by the project and a 11 Contracting Agency biologist is not available, they shall immediately release the fish into 12 a flowing stream or open water. 13 14 1-07.5(1) General 15 The first sentence is deleted and replaced with the following: 16 17 No Work shall occur within areas under the jurisdiction of resource agencies unless 18 authorized in the Contract. 19 20 The third paragraph is deleted,. 21 22 1-07.5(2) State Department of Fish and Wildlife 2.3 This section is revised to read: 24 25 In doing the Work, the Contractor shall: 2'6 27 1. Not degrade water in a way that would harm fish, wildlife, or their habitat. 2'8 29 2. Not place materials below or remove them from the ordinary high water line 30 except as may be specified in the Contract. 31 32 3. Not allow equipment to enter waters of the State except as specified in the 33 Contract. 34 35 4. Revegetate in accordance with the Plans, unless the Special Provisions permit 36 otherwise. 37 38 5. Prevent any fish-threatening silt buildup on the bed or bottom of any body of 39 water. 40 41 6. Ensure continuous stream flow downstream of the Work area, 42 43 7. Dispose of any project debris by removal, burning, or placement above high- 44 water flows. 45 46 8. Immediately notify the Engineer and stop all work causing impacts, if at any 47 time, as a result of project activities, fish are observed in distress or a fish kill 48 occurs. 49 50 If the Work in (1) through (3) above differs little from what the Contract requires, the 51 Contracting Agency will measure and pay for it at unit Contract prices. But if Contract AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-6 1 items do not cover those areas, the Contracting Agency will pay pursuant to Section 1- 2 09.4. Work in (4) through (8) above shall be incidental to Contract pay items. 3 4 1-07.5(3) State Department of Ecology 5 This section is revised to read: 6 7 In doing the Work, the Contractor shall: 8 9 1. Comply with Washington State Water Quality Standards. 10 11 2. Perform Work in such a manner that all materials and substances not 12 specifically identified in the Contract documents to be placed in the water do 13 not enter waters of the State, including wetlands. These include, but are not 14 limited to, petroleum products, hydraulic fluid, fresh concrete, concrete 15 wastewater, process wastewater, slurry materials and waste from shaft drilling, 16 sediments, sediment-laden water, chemicals, paint, solvents, or other toxic or 17 deleterious materials. 18 19 3. Use equipment that is free of external petroleum-based products. 20 21 4. Remove accumulations of soil and debris from drive mechanisms (wheels, 22 tracks, tires) and undercarriage of equipment prior to using equipment below 23 the ordinary high water line. 24 25 5. Clean loose dirt and debris from all materials placed below the ordinary high 26 water line. No materials shall be placed below the ordinary high water line 27 without the Engineer's concurrence. 28 29 6. When a violation of the Construction Stormwater General Permit (CSWGP) 30 occurs, immediately notify the Engineer and fill out WSDOT Form 422-011, 31 Contractor ECAP Report, and submit the form to the Engineer within 48 hours 32 of the violation. 33 34 7. Once Physical Completion has been given, prepare a Notice of Termination 35 (Ecology Form ECY 020-87) and submit the Notice of Termination 36 electronically to the Engineer in a PDF format a minimum of 7 calendar days 37 prior to submitting the Notice of Termination to Ecology. 38 39 8. Transfer the CSWGP coverage to the Contracting Agency when Physical 40 Completion has been given and the Engineer has determined that the project 41 site is not stabilized from erosion. 42 43 9. Submit copies of all correspondence with Ecology electronically to the 44 Engineer in a PDF format within four calendar days. 45 46 1-07.5(4) Air Quality 47 This section is revised to read: 48 49 The Contractor shall comply with all regional clean air authority and/or State 50 Department of Ecology rules and regulations. 51 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-7 I The air quality permit process may include additional State Environment Policy Act 2 (SEPA) requirements. Contractors shall contact the appropriate regional air pollution 3 control authority well in advance of beginning Work. 4 5 When the Work includes demolition or renovation of any existing facility or structure that 6 contains Asbestos Containing Material (ACM) and/or Presumed Asbestos-Containing 7 Material (PACM), the Contractor shall comply with the National Emission Standards for 8 Hazardous Air Pollutants (NESHAP). 9 10 Any requirements included in Federal and State regulations regarding air quality that 11 applies to the "owner or operator" shall be the responsibility of the Contractor. 12 13 1-07.7(1) General 14 The first sentence of the third paragraph is revised to read: 15 16 When the Contractor moves equipment or materials on or over Structures, culverts or 17 pipes, the Contractor may operate equipment with only the load-limit restrictions in 18 Section 1-07.7(2). 19 20 The first sentence of the last paragraph is revised to read: 21 22 Unit prices shall cover all costs for operating over Structures, culverts and pipes. 23 24 1-07.9(1) General 25 The last sentence of the sixth paragraph is revised to read: 26 27 Generally, the Contractor initiates the request by preparing standard form 1444 Request 28 for Authorization of Additional Classification and Rate, available at 29 https://www.dol.gov/whd/recovery/dbsurvey/conformance.htm, and submitting it to the 30 Engineer for further action. 31 32 1-07.9(2) Posting Notices 33 The second sentence of the first paragraph (up until the colon) is revised to read: 34 35 The Contractor shall ensure the most current edition of the following are posted: 36 37 In items 1 through 10, the revision dates are deleted. 38 39 1-07.11(2) Contractual Requirements 40 In this section, "creed" is revised to read "religion 41I 42 Item numbers 1 through 9 are revised to read 2 through 10, respectively, 43 44 After the preceding Amendment is applied, the following new item number 1 is inserted; 45 46 1. The Contractor shall maintain a Work site that is free of harassment, humiliation, 47 fear, hostility and intimidation at all times. Behaviors that violate this requirement 48 include but are not limited to: 49 50 a. Persistent conduct that is offensive and unwelcome. 51 52 b. Conduct that is considered to be hazing, AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-8 1 2 c. Jokes about race, gender, or sexuality that are offensive. 3 4 d. Unwelcome, unwanted, rude or offensive conduct or advances of a sexual 5 nature which interferes with a person's ability to perform their job or creates an 6 intimidating, hostile, or offensive work environment. 7 8 e. Language or conduct that is offensive, threatening, intimidating or hostile 9 based on race, gender, or sexual orientation. 10 11 f, Repeating rumors about individuals in the Work Site that are considered to be 12 harassing or harmful to the individual's reputation. 13 14 1-07.11(5) Sanctions 15 This section is supplemented with the following;. 16 17 Immediately upon the Engineer's request, the Contractor shall remove from the Work 18 site any employee engaging in behaviors that promote harassment, humiliation, fear or 19 intimidation including but not limited to those described in these specifications. 20 21 1-07.11(6) Incorporation of Provisions 22 The first sentence is revised to read: 23 24 The Contractor shall include the provisions of Section 1-07.11(2) Contractual 25 Requirements (1) through (5) and the Section 1-07.11(5) Sanctions in every subcontract 26 including procurement of materials and leases of equipment. 27 28 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan 29 The last sentence of the first paragraph is revised to read: 30 31 An SPCC Plan template and guidance information is available at 32 http://www.wsdot.wa.gov/environment/technical/disciplines/hazardous-materials/spill- 33 prevent-report. 34 35 1-07.18 Public Liability and Property Damage Insurance 36 Item number 1 is supplemented with the following new sentence: 37 38 This policy shall be kept in force from the execution date of the Contract until the 39 Physical Completion Date. 40 41 1-08.AP1 42 Section 1-08, Prosecution and Progress 43 August 6, 2018 44 1-08.1 Subcontracting 45 The first sentence of the seventh paragraph is revised to read: 46 47 All Work that is not performed by the Contractor will be considered as subcontracting 48 except: purchase of sand, gravel, crushed stone, crushed slag, batched concrete 49 aggregates, ready-mix concrete, off-site fabricated structural steel, other off-site 50 fabricated items, and any other materials supplied by established and recognized 51 commercial plants; or (2) delivery of these materials to the Work site in vehicles owned AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-9 1 or operated by such plants or by recognized independent or commercial hauling 2 companies hired by those commercial plants. 3 4 1-08.5 Time for Completion 5 Item number 2 of the sixth paragraph is supplemented with the following: 6 7 f. A copy of the Notice of Termination sent to the Washington State Department of 8 Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the 9 Notice of Termination by Ecology; and no rejection of the Notice of Termination by 10 Ecology. This requirement will not apply if the Construction Stormwater General 11 Permit is transferred back to the Contracting Agency in accordance with Section 8- 12 01.3(16). 13 14 1-08.7 Maintenance During Suspension 15 The fifth paragraph is revised to read: 16 17 The Contractor shall protect and maintain all other Work in areas not used by traffic. All 18 costs associated with protecting and maintaining such Work shall be the responsibility 19 of the Contractor. 20 21 1-09.AP1 22 Section 1-09, Measurement and Payment 23 August 6, 2018 24 1-09.2(1) General Requirements for Weighing Equipment 25 The last paragraph is supplemented with the following: 26 27 When requested by the Engineer, the Contractor's representative shall collect the 28 tickets throughout the day and provide them to the Engineer's designated receiver, not 29 later than the end of shift, for reconciliation. Tickets for loads not verified as delivered 30 will receive no pay. 31 32 1-09.2(2) Specific Requirements for Batching Scales 33 The last sentence of the first paragraph is revised to read: 34 35 Batching scales used for concrete or hot mix asphalt shall not be used for hatching 36 other materials. 37 38 1-09.10 Payment for Surplus Processed Materials 39 The following sentence is inserted after the first sentence of the second paragraph: 40 41 For Hot Mix Asphalt, the Plan quantity and quantity used will be adjusted for the quantity 42 of Asphalt and quantity of RAP or other materials incorporated into the mix. 43 44 2-02.AP2 45 Section 2-02, Removal of Structures and Obstructions 46 April 2, 2018 47 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 48 In item number 3 of the first paragraph, the second sentence is revised to read: 49 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-10 1 For concrete pavement removal, a second vertical full depth relief saw cut offset 12 to 2 18 inches from and parallel to the initial saw cut is also required, unless the Engineer 3 allows otherwise. 4 5 2-09.AP2 6 Section 2-09, Structure Excavation 7 April 2, 2018 8 2-09.2 Materials 9 In the first paragraph, the references to "Portland Cement' and "Aggregates for Portland 10 Cement Concrete" are revised to read: 11 12 Cement 9-01 13 Fine Aggregate for Concrete 9-03.1(2) 14 15 2-09.3(3)D Shoring and Cofferdams 16 The first sentence of the sixth paragraph is revised to read: 17 18 Structural shoring and cofferdams shall be designed for conditions stated in this Section 19 using methods shown in Division I Section 5 of the AASHTO Standard Specifications for 20 Highway Bridges Seventeenth Edition —2002 for allowable stress design, or the 21 AASHTO LRFD Bridge Design Specifications for load and resistance factor design. 22 23 3-01.AP3 24 Section 3-01, Production from Quarry and Pit Sites 25 April 2, 2018 26 3-01.1 Description 27 The first paragraph is revised to read: 28 29 This Work shall consist of manufacturing and producing crushed and screened 30 aggregates including pit run aggregates of the kind, quality, and grading specified for 31 use in the construction of concrete, hot mix asphalt, crushed surfacing, maintenance 32 rock, ballast, gravel base, gravel backfill, gravel borrow, riprap, and bituminous surface 33 treatments of all descriptions. 34 35 4-04.AP4 36 Section 4-04, Ballast and Crushed Surfacing 37 April 2, 2018 38 4-04.3(5) Shaping and Compaction 39 This section is supplemented with the following new paragraph: 40 41 When using 100% Recycled Concrete Aggregate, the Contractor may submit a written 42 request to use a test point evaluation for compaction acceptance testing in lieu of 43 compacting to 95% of the standard density as determined by the requirements of 44 Section 2-03.3(14)D. The test point evaluation shall be performed in accordance with 45 SOP 738. 46 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30, 2018 AM D-1 1 1 5-01.AP5 2 Section 5-01, Cement Concrete Pavement Rehabilitation 3 August 6, 2018 4 5-01.2 Materials 5 The section reference for Concrete Patching Material is revised to read "9-20.1 6 7 5-01.3(1)A1 Concrete Patching Materials 8 In this section, each reference to "9-20" is revised to read °9-20.1". 9 10 5-01.3(4) Replace Cement Concrete Panel 11 The last sentence of the fourth to last paragraph is revised to read; 12 13 If the replacement panel is located in an area that will be ground as part of concrete 14 pavement grinding in accordance with Section 5-01.3(9), the surface smoothness shall 15 be measured, by the Contractor, in conjunction with the smoothness measurement 16 done in accordance with Section 5-01.3(10). 17 18 5-04.AP5 19 Section 5-04, Hot Mix Asphalt 20 April 2, 2018 21 5-04.1 Description 22 The last sentence of the first paragraph is revised to read: 23 24 The manufacture of HMA may include additives or processes that reduce the optimum 25 mixing temperature (Warm Mix Asphalt) or serve as a compaction aid in accordance 26 with these Specifications. 27 28 5-04.2 Materials 29 The reference to "Warm Mix Asphalt Additive" is revised to read "HMA Additive". 30 31 5-04.2(1) How to Get an HMA Mix Design on the QPL 32 The last bullet in the first paragraph is revised to read: 33 34 Do not include HMA additives that reduce the optimum mixing temperature or serve 35 as a compaction aid when developing a mix design or submitting a mix design for 36 QPL evaluation. The use of HMA additives is not part of the process for obtaining 37 approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. 38 39 In the table, "WSDOT Standard Practice QC-8" is revised to read "WSDOT Standard 40 Practice QC-8 located in the WSDOT Materials Manual M 46-01". 41 42 5-04.2(1)C Mix Design Resubmittal for QPL Approval 43 Item number 3 of the first paragraph is revised to read: 44 45 3. Changes in modifiers used in the asphalt binder, 46 47 5-04.2(2)B Using Warm Mix Asphalt Processes 48 This section, including title, is revised to read: 49 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-1 2 I 5-04.2(2)B Using HMAAdditives 2 The Contractor may, at the Contractor's discretion, elect to use additives that reduce the 3 optimum mixing temperature or serve as a compaction aid for producing HMA. Additives 4 include organic additives, chemical additives and foaming processes. The use of 5 Additives is subject to the following: 6 7 Do not use additives that reduce the mixing temperature in accordance with 8 Section 5-04.3(6) in the production of High RAP/Any RAS mixtures. 9 10 Before using additives, obtain the Engineer's approval using WSDOT Form 11 350-076 to describe the proposed additive and process. 12 13 5-04.3(3)A Mixing Plant 14 In item number 5 of the first paragraph, "WSDOT T 168" is revised to read "FOP for 15 AASHTO T 168". 16 17 5-04.3(4) Preparation of Existing Paved Surfaces 18 The first sentence of the fourth paragraph is revised to read: 19 20 Unless otherwise allowed by the Engineer, use cationic emulsified asphalt CSS-1, CSS- 21 1 h, or Performance Graded (PG) asphalt for tack coat. 22 23 5-04.3(6) Mixing 24 The first paragraph is revised to read: 25 26 The asphalt supplier shall introduce recycling agent and anti-stripping additive, in the 27 amount designated on the OPL for the mix design, into the asphalt binder prior to 28 shipment to the asphalt mixing plant. 29 30 The seventh paragraph is revised to read: 31 32 Upon discharge from the mixer, ensure that the temperature of the HMA does not 33 exceed the optimum mixing temperature shown on the accepted Mix Design Report by 34 more than 25°F, or as allowed by the Engineer. When an additive is included in the 35 manufacture of HMA, do not heat the additive (at any stage of production including in 36 binder storage tanks) to a temperature higher than the maximum recommended by the 37 manufacturer of the additive. 38 39 5-04.3(7) Spreading and Finishing 40 The last row of the table is revised to read: 41 R inch 0.25 feet 0.30 feet 42 43 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 44 The following new paragraph is inserted after the first paragraph: 45 46 The Contracting Agency's combined aggregate bulk specific gravity (Gsb) blend as 47 shown on the HMA Mix Design will be used for VMA calculations until the Contractor 48 submits a written request for a Gsb test. The new Gsb will be used in the VMA 49 calculations for HMA from the date the Engineer receives the written request for a Gsb 50 retest. The Contractor may request aggregate specific gravity (Gsb)testing be 51 performed by the Contracting Agency twice per project. The Gsb blend of the combined AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-1 3 1 stockpiles will be used to calculate voids in mineral aggregate (VMA) of any HMA 2 produced after the new Gsb is determined. 3 4 5-04.3(9)A1 Test Section — When Required, When to Stop 5 The following new row is inserted after the second row in Table 9: 6 VMA Minimum PF; of 0.95 None based on the criteria in _._. Section 5-04.3(9)B42 7 8 5-04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test Section 9 In Table 9a, the test property "Gradation, Asphalt Binder, and Va" is revised to read 10 "Gradation, Asphalt Binder, VMA, and Va' 11 12 5-04.3(9)B3 Mixture Statistical Evaluation — Acceptance Testing 13 In Table 11, "Va" is revised to read "VMA and V." 14 15 5-04.3(9)B5 Mixture Statistical Evaluation — Composite Pay Factors (CPF) 16 The following new row is inserted above the last row in Table 12: 17 Voids in Mineral Aggregate 2 (VMA) 18 19 5-04.3(9)B7 Mixture Statistical Evaluation — Retests 20 The second to last sentence is revised to read: 21 22 The sample will be tested for a complete gradation analysis, asphalt binder content, 23 VMA and V., and the results of the retest will be used for the acceptance of the HMA 24 mixture in place of the original mixture sublot sample test results. 25 26 5-04.3(10)C1 HMA Compaction Statistical Evaluation — Lots and Sublots 27 The bulleted item in the fourth paragraph is revised to read: 28 29 For a compaction lot in progress with a compaction CPF less than 0.75 using an 30 LSL = 91.0, a new compaction lot will begin at the Contractor's request after the 31 Engineer is satisfied that material conforming to the Specifications can be 32 produced. See also Section 5-04.3(11)F. 33 34 5-04.3(10)C2 HMA Compaction Statistical Evaluation — Acceptance Testing 35 In the table, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO T 355". 36 37 5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments 38 In the first paragraph, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for 39 AASHTO T 355". 40 41 The first sentence in the second paragraph is revised to read: 42 43 For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not 44 meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in 45 accordance with Section 1-06.2(2)D5 to determine the appropriate Composite Pay 46 Factor (CPF). AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-1 4 1 2 The last two paragraphs are revised to read: 3 4 Determine the Compaction Price Adjustment (CPA) from the table below, selecting the 5 equation for CPA that corresponds to the value of CPF determined above. 6 ......_....... Calculating HMA Compaction Price Adjustment (CPA) Value of CPF Equation for Calculating CPA __ ..........._..�..........._ When CPF > 1.00 CPA= [0.80 x (CPF — 1.00)] x Q x UP _When CPF = 1.00 CPA= $0 _ WhonmCPF < 1.0 CPA= [0.40 x (CPF— 1.00)] x Q x UP 7 8 Where 9 CPA = Compaction Price Adjustment for the compaction lot ($) 10 CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) 11 Q = Quantity in the compaction lot (tons) 12 UP = Unit price of the HMA in the compaction lot ($/ton) 13 14 5-04.3(13) Surface Smoothness 15 The second to last paragraph is revised to read: 16 17 When concrete pavement is to be placed on HMA, the surface tolerance of the HMA 18 shall be such that no surface elevation lies above the Plan grade minus the specified 19 Plan depth of concrete pavement. Prior to placing the concrete pavement, bring any 20 such irregularities to the required tolerance by grinding or other means allowed by the 21 Engineer. 22 23 5-04.5 Payment 24 The paragraph following the Bid item "Crack Sealing-LF", per linear foot is revised to read: 25 26 The unit Contract price per linear foot for "Crack Sealing-LF° shall be full payment for all 27 costs incurred to perform the Work described in Section 5-04.3(4)A. 28 29 5-05.AP5 30 Section 5-05, Cement Concrete Pavement 31 August 6, 2018 32 5-05.1 Description 33 In the first paragraph, "portland cement concrete' is revised to read "cement concrete". 34 35 5-05.2 Materials 36 In the first paragraph, the reference to "Portland Cement' is revised to read: 37 38 Cement 9-01 39 40 In the first paragraph, the section reference for Concrete Patching Material is revised to read 41 "9-20.1". 42 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-15 1 5-05.3(1) Concrete Mix Design for Paving 2 The table title in item number 4 is revised to read Concrete Batch Weights, 3 4 In item 4a, "Portland Cement" is revised to read "Cement 5 6 5-05.3(4) Measuring and Batching Materials 7 Item number 2 is revised to read: 8 9 2. Batching Materials— On all projects requiring more than 2,500 cubic yards of 10 concrete for paving, the batching plant shall be equipped to proportion aggregates 11 and cement by weight by means of automatic and interlocked proportioning devices 12 of accepted type. 13 14 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement 15 16 This section's title is revised to read: 17 18 Acceptance of Portland Cement or Blended Hydraulic Cement Concrete Pavement 19 20 The first sentence is revised to read: 21 22 Acceptance of portland cement or blended hydraulic cement concrete pavement shall 23 be as provided under statistical or nonstatistical acceptance. 24 25 5-05.4 Measurement 26 The last paragraph is revised to read: 27 28 The calculation for cement concrete compliance adjustment is the volume of concrete 29 represented by the CPF and the Thickness deficiency adjustment. 30 31 5-05.5 Payment 32 The bid item "Portland Cement Concrete Compliance Adjustment", by calculation, and the 33 paragraph following this bid item are revised to read: 34 35 "Cement Concrete Compliance Adjustment", by calculation. 36 37 Payment for "Cement Concrete Compliance Adjustment" will be calculated by 38 multiplying the unit Contract price for the cement concrete pavement, times the volume 39 for adjustment, times the percent of adjustment determined from the calculated CPF 40 and the Deficiency Adjustment listed in Section 5-05.5(1)A. 41 42 6-01.AP6 43 Section 6-01, General Requirements for Structures 44 August 6, 2018 45 This section is supplemented with the following new subsections:. 46 47 6-01.16 Repair of Defective Work 48 6-01.16(1) General 49 When using repair procedures that are described elsewhere in the Contract 50 Documents, the Working Drawing submittal requirements of this Section shall not 51 apply to those repairs unless noted otherwise. AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-1 6 1 2 Repair procedures for defective Work shall be submitted as Type 2 Working 3 Drawings. Type 2E Working Drawings shall be submitted when required by the 4 Engineer. As an alternative to submitting Type 2 or 2E Working Drawings, defective 5 Work within the limits of applicability of a pre-approved repair procedure may be 6 repaired using that procedure. Repairs using a pre-approved repair procedure shall 7 be submitted as a Type 1 Working Drawing. 8 9 Pre-approved repair procedures shall consist of the following: 10 11 The procedures listed in Section 6-01.16(2) 12 13 For precast concrete, repair procedures in the annual plant approval 14 process documents that have been approved for use by the Contracting 15 Agency. 16 17 All Working Drawings for repair procedures shall include: 18 19 • A description of the defective Work including location, extent and pictures 20 21 Materials to be used in the repair. Repairs using manufactured products 22 shall include written manufacturer recommendations for intended uses of 23 the product, surface preparation, mixing, aggregate extension (if 24 applicable), ambient and surface temperature limits, placement methods, 25 finishing and curing. 26 27 Construction procedures 28 29 Plan details of the area to be repaired 30 31 Calculations for Type 2E Working Drawings 32 33 Material manufacturer's instructions and recommendations shall supersede any 34 conflicting requirements in pre-approved repair procedures. 35 36 The Engineer shall be notified prior to performing any repair procedure and shall be 37 given an opportunity to inspect the repair work being performed. 38 39 6-01.16(2) Pre-Approved Repair Procedures 40 6-01.16(2)A Concrete Spalls and Poor Consolidation (Rock Pockets, 41 Honeycombs, Voids, etc.) 42 This repair shall be limited to the following areas: 43 44 Areas that are not on top Roadway surfaces (with or without an 45 overlay) including but not limited to concrete bridge decks, bridge 46 approach slabs or cement concrete pavement 47 48 Areas that are not underwater 49 50 Areas that are not on precast barrier, except for the bottom 4 inches 51 (but not to exceed 1 inch above blockouts) 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-1 7 I Areas that do not affect structural adequacy as determined by the 2 Engineer. 3 4 The repair procedure is as follows: 5 6 1. Remove all loose and unsound concrete. Impact breakers shall not 7 exceed 15 pounds in weight when removing concrete adjacent to 8 reinforcement or other embedments and shall not exceed 30 pounds 9 in weight otherwise. Operate impact breakers at angles less than 45 10 degrees as measured from the surface of the concrete to the tool and 11 moving away from the edge of the defective Work. Concrete shall be 12 completely removed from exposed surfaces of existing steel 13 reinforcing bars. If half or more of the circumference of any steel 14 reinforcing bar is exposed, if the reinforcing bar is loose or if the bond 15 to existing concrete is poor then concrete shall be removed at least '/4 16 inch behind the reinforcing bar. Do not damage any existing 17 reinforcement. Stop work and allow the Engineer to inspect the repair 18 area after removing all loose and unsound concrete. Submit a 19 modified repair procedure when required by the Engineer. 20 21 2. Square the edges of the repair area by cutting an edge perpendicular 22 to the concrete surface around the repair area. The geometry of the 23 repair perimeter shall minimize the edge length and shall be 24 rectangular with perpendicular edges, avoiding reentrant corners. The 25 depth of the cut shall be a minimum of inch, but shall be reduced if 26 necessary to avoid damaging any reinforcement. For repairs on 27 vertical surfaces, the top edge shall slope up toward the front at a 1- 28 vertical-to-3-horizontal slope. 29 30 3. Remove concrete within the repair area to a depth at least matching 31 the cut depth at the edges. Large variations in the depth of removal 32 within short distances shall be avoided. Roughen the concrete 33 surface. The concrete surface should be roughened to at least 34 Concrete Surface Profile (CSP) 5 in accordance with ICRI Guideline 35 No. 310.2R, unless a different CSP is recommended by the patching 36 material manufacturer. 37 38 4. Inspect the concrete repair surface for delaminations, debonding, 39 microcracking and voids using hammer tapping or a chain drag. 40 Remove any additional loose or unsound concrete in accordance with 41 steps 1 through 3. 42 43 5. Select a patching material in accordance with Section 9-20.2 that is 44 appropriate for the repair location and thickness. The concrete 45 patching material shall be pumpable or self-consolidating as required 46 for the type of placement that suits the repair. The patching material 47 shall have a minimum compressive strength at least equal to the 48 specified compressive strength of the concrete. 49 50 6. Prepare the concrete surface and reinforcing steel in accordance with 51 the patching material manufacturer's recommendations. At a 52 minimum, clean the concrete surfaces (including perimeter edges) AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-1 8 1 and reinforcing steel using oil-free abrasive blasting or high-pressure 2 (minimum 5,000 psi) water blasting. All dirt, dust, loose particles, rust, 3 laitance, oil, film, microcracked/bruised concrete or foreign material of 4 any sort shall be removed. Damage to the epoxy coating on steel 5 reinforcing bars shall be repaired in accordance with Section 6- 6 02.3(24)H. 7 8 7. Construct forms if necessary, such as for patching vertical or 9 overhead surfaces or where patching extends to the edge or corner 10 of a placement. 11 12 8. When recommended by the patching material manufacturer, saturate 13 the concrete in the repair area and remove any free water at the 14 concrete surface to obtain a saturated surface dry (SSD) substrate. 15 When recommended by the patching material manufacturer, apply a 16 primer, scrub coat or bonding agent to the existing surfaces. Epoxy 17 bonding agents, if used, shall be Type II or Type V in accordance with 18 Section 9-26.1. 19 20 9. Place and consolidate the patching material in accordance with the 21 manufacturer's recommendations. Work the material firmly into all 22 surfaces of the repair area with sufficient pressure to achieve proper 23 bond to the concrete. 24 25 10. The patching material shall be textured, cured and finished in 26 accordance with the patching material manufacturer's 27 recommendations and/or the requirements for the repaired 28 component. Protect the newly placed patch from vibration in 29 accordance with Section 6-02.3(6)D. 30 31 11. When the completed repair does not match the existing concrete 32 color and will be visible to the public, a sand and cement mixture that 33 is color matched to the existing concrete shall be rubbed, brushed, or 34 applied to the surface of the patching material and the concrete. 35 36 6-01.10 Utilities Supported by or Attached to Bridges 37 In the third paragraph, "Federal Standard 595" is revised to read "SAE AIMS Standard 595". 38 39 6-01.12 Final Cleanup 40 The second paragraph is deleted. 41 42 6-02.AP6 43 Section 6-02, Concrete Structures 44 August 6, 2018 45 6-02.1 Description 46 The first sentence is revised to read: 47 48 This Work consists of the construction of all Structures (and their parts) made of 49 portland cement or blended hydraulic cement concrete with or without reinforcement, 50 including bridge approach slabs. 51 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-19 1 6-02.2 Materials 2 In the first paragraph, the references to "Portland Cement' and "Aggregates for Portland 3 Cement Concrete" are revised to read: 4 5 Cement 9-01 6 Aggregates for Concrete 9-03.1 - 7 8 6-02.3(2) Proportioning Materials 9 The second paragraph is revised to read: 10 11 Unless otherwise specified, the Contractor shall use Type I or II portland cement or 12 blended hydraulic cement in all concrete as defined in Section 9-01.2(1). 13 14 6-02.3(2)A Contractor Mix Design 15 The last sentence of the last paragraph is revised to read: 16 17 For all other concrete, air content shall be a minimum of 4.5 percent and a maximum of 18 7.5 percent for all concrete placed above the finished ground line unless noted 19 otherwise. 20 21 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D 22 Item number 5 of the first paragraph is deleted. 23 24 Item number 6 of the first paragraph (after the preceding Amendment is applied) is 25 renumbered to 5. 26 27 6-02.3(2)B Commercial Concrete 28 The second paragraph is revised to read: 29 30 Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging 31 culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB 32 and RM signal standards, pedestals, cabinet bases, guardrail anchors, fence post 33 footings, sidewalks, concrete curbs, curbs and gutters, and gutters, the Contractor may 34 use commercial concrete. If commercial concrete is used for sidewalks, concrete curbs, 35 curbs and gutters, and gutters, it shall have a minimum cementitious material content of 36 564 pounds per cubic yard of concrete, shall be air entrained, and the tolerances of 37 Section 6-02.3(5)C shall apply. 38 39 6-02.3(4) Ready-Mix Concrete 40 The first sentence of the first paragraph is revised to read: 41 42 All concrete, except lean concrete, shall be batched in a prequalified manual, semi- 43 automatic, or automatic plant as described in Section 6-02.3(4)A. 44 45 6-02.3(4)D Temperature and Time For Placement 46 The following is inserted after the first sentence of the first paragraph: 47 48 The upper temperature limit for placement for Class 4000D concrete may be increased 49 to a maximum of 807 if allowed by the Engineer. 50 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-20 1 6-02.3(5)C Conformance to Mix Design 2 Item number 1 of the second paragraph is revised to read: 3 4 1. Cement weight plus 5 percent or minus 1 percent of that specified in the 5 mix design. 6 7 6-02.3(6)A1 Hot Weather Protection 8 The first paragraph is revised to read: 9 10 The Contractor shall provide concrete within the specified temperature limits. Cooling of 11 the coarse aggregate piles by sprinkling with water is permitted provided the moisture 12 content is monitored, the mixing water is adjusted for the free water in the aggregate 13 and the coarse aggregate is removed from at least 1 foot above the bottom of the pile. 14 Sprinkling of fine aggregate piles with water is not allowed. Refrigerating mixing water or 15 replacing all or part of the mixing water with crushed ice is permitted, provided the ice is 16 completely melted by placing time. 17 18 The second sentence of the second paragraph is revised to read: 19 20 These surfaces include forms, reinforcing steel, steel beam flanges, and any others that 21 touch the concrete. 22 23 6-02.3(7) Vacant 24 This section, including title, is revised to read: 25 26 6-02.3(7) Tolerances 27 Unless noted otherwise, concrete construction tolerances shall be in accordance with 28 this section. Tolerances in this section do not apply to cement concrete pavement. 29 30 Horizontal deviation of roadway crown points, cross-slope break points, and curb, 31 barrier or railing edges from alignment or work line: ±1.0 inch 32 33 Deviation from plane: ±0.5 inch in 10 feet 34 35 Deviation from plane for roadway surfaces: ±0.25 inch in 10 feet 36 37 Deviation from plumb or specified batter: ±0.5 inch in 10 feet, but not to exceed a total 38 of±1.5 inches 39 40 Vertical deviation from profile grade for roadway surfaces: ±1 inch 41 42 Vertical deviation of top surfaces (except roadway surfaces): ±0.75 inch 43 44 Thickness of bridge decks and other structural slabs not at grade: ±0.25 inch 45 46 Length, width and thickness of elements such as columns, beams, crossbeams, 47 diaphragms, corbels, piers, abutments and walls, including dimensions to construction 48 joints in initial placements: +0.5 inch, -0.25 inch 49 50 Length, width and thickness of spread footing foundations: +2 inches, -0.5 inch 51 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-21 1 Horizontal location of the as-placed edge of spread footing foundations: The greater of 2 ±2% of the horizontal dimension of the foundation perpendicular to the edge and ±0.5 3 inch. However, the tolerance shall not exceed ±2 inches. 4 5 Location of opening, insert or embedded item at concrete surface: ±0.5 inch 6 7 Cross-sectional dimensions of opening: ±0.5 inch 8 9 Bridge deck, bridge approach slab, and bridge traffic barrier expansion joint gaps with a 10 specified temperature range, measured at a stable temperature: ±0.25 inch 11 12 Horizontal deviation of centerline of bearing pad, oak block or other bearing assembly: 13 ±0.125 inch 14 15 Horizontal deviation of centerline of supported element from centerline of bearing pad, 16 oak block or other bearing assembly ±0.25 inch 17 18 Vertical deviation of top of bearing pad, oak block or other bearing assembly: ±0.125 19 inch 20 21 6-02.3(10)C Finishing Equipment 22 The first paragraph is revised to read: 23 24 The finishing machine shall be self-propelled and be capable of forward and reverse 2.5 movement under positive control. The finishing machine shall be equipped with augers 26 and a rotating cylindrical single or double drum screed. The finishing machine shall 27 have the necessary adjustments to produce the required cross section, line, and grade. 28 The finishing machine shall be capable of raising the screeds, augers, and any other 29 parts of the finishing mechanical operation to clear the screeded surface, and returning 30 to the specified grade under positive control. Unless otherwise allowed by the Engineer, 31 a finishing machine manufacturer technical representative shall be on site to assist the 32 first use of the machine on the Contract. 33 34 The first sentence of the second paragraph is revised to read; 35 36 For bridge deck widening of 20 feet or less, and for bridge approach slabs, or where 37 jobsite conditions do not allow the use of the conventional configuration finishing 38 machines, or modified conventional machines as described above; the Contractor may 39 submit a Type 2 Working Drawing proposing the use of a hand-operated motorized 40 power screed such as a "Texas" or°Bunyan" screed. 41 42 6-02.3(10)D4 Monitoring Bridge Deck Concrete Temperature After Placement 43 This section, including title, is revised to read: 44 45 6-02.3(10)D4 Vacant 46 47 6-02.3(10)D5 Bridge Deck Concrete Finishing and Texturing 48 In the third subparagraph of the first paragraph, the last sentence is revised to read: 4'9 50 The Contractor shall texture the bridge deck surface to within 3-inches minimum and 51 24-inches maximum of the edge of concrete at expansion joints, within 1-foot minimum AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-22 1 and 2-feet maximum of the curb line, and within 3-inches minimum and 9-inches 2 maximum of the perimeter of bridge drain assemblies. 3 4 6-02.3(10)F Bridge Approach Slab Orientation and Anchors 5 The second to last paragraph is revised to read: 6 7 The compression seal shall be a 2%2 inch wide gland and shall conform to Section 9- 8 04.1(4). 9 10 The last paragraph is deleted. 11 12 6-02.3(13)A Strip Seal Expansion Joint System 13 In item number 3 of the third paragraph, "Federal Standard 595" is revised to read "SAE 14 AIMS Standard 595". 15 16 6-02.3(13)B Compression Seal Expansion Joint System 17 The first paragraph is revised to read: 18 19 Compression seal glands shall conform to Section 9-04.1(4) and be sized as shown in 20 the Plans. 21 22 6-02.3(23) Opening to Traffic 23 This section is supplemented with the following new paragraph: 24 25 After curing bridge approach slabs in accordance with Section 6-02.3(11), the 26 bridge approach slabs may be opened to traffic when a minimum compressive strength 27 of 2,500 psi is achieved. 28 29 6-02.3(24)C Placing and Fastening 30 This section is revised to read: 31 32 The Contractor shall position reinforcing steel as the Plans require and shall ensure that 33 the steel is set within specified tolerances. Adjustments to reinforcing details outside of 34 specified tolerances to avoid interferences and for other purposes are acceptable when 35 approved by the Engineer. 36 37 When spacing between bars is 1 foot or more, they shall be tied at all intersections. 38 When spacing is less than 1 foot, every other intersection shall be tied. If the Plans 39 require bundled bars, they shall be tied together with wires at least every 6 feet. All 40 epoxy-coated bars in the top mat of the bridge deck shall be tied at all intersections, 41 however they may be tied at alternate intersections when spacing is less than 1 foot in 42 each direction and they are supported by continuous supports meeting all other 43 requirements of supports for epoxy-coated bars. Other epoxy-coated bars shall also be 44 tied at all intersections, but shall be tied at alternate intersections when spacing is less 45 than 1 foot in each direction. Wire used for tying epoxy-coated reinforcing steel shall be 46 plastic coated. Tack welding is not permitted on reinforcing steel. 47 48 Abrupt bends in the steel are permitted only when one steel member bends around 49 another. Vertical stirrups shall pass around main reinforcement or be firmly attached to 50 it. 51 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-23 1 For slip-formed concrete, the reinforcing steel bars shall be tied at all intersections and 2 cross braced to keep the cage from moving during concrete placement. Cross bracing 3 shall be with additional reinforcing steel. Cross bracing shall be placed both 4 longitudinally and transversely. 5 6 After reinforcing steel bars are placed in a traffic or pedestrian barrier and prior to slip- 7 form concrete placement, the Contractor shall check clearances and reinforcing steel 8 bar placement. This check shall be accomplished by using a template or by operating 9 the slip-form machine over the entire length of the traffic or pedestrian barrier. All 10 clearance and reinforcing steel bar placement deficiencies shall be corrected by the 11 Contractor before slip-form concrete placement. 12 13 Precast concrete supports (or other accepted devices) shall be used to maintain the 14 concrete coverage required by the Plans. The precast concrete supports shall: 15 16 1. Have a bearing surface measuring not greater than 2 inches in either dimension, 17 and 18 19 2. Have a compressive strength equal to or greater than that of the concrete in which 20 they are embedded. 21 22 In slabs, each precast concrete support shall have either: (1) a grooved top that will hold 23 the reinforcing bar in place, or (2) an embedded wire that protrudes and is tied to the 24 reinforcing steel. If this wire is used around epoxy-coated bars, it shall be coated with 25 plastic. 26 27 Precast concrete supports may be accepted based on a Manufacturer's Certificate of 28 Compliance. 29 30 In lieu of precast concrete supports, the Contractor may use metal or all-plastic supports 31 to hold uncoated bars. Any surface of a metal support that will not be covered by at 32 least % inch of concrete shall be one of the following: 33 34 1. Hot-dip galvanized after fabrication in keeping with AASHTO M232 Class D; 35 36 2. Coated with plastic firmly bonded to the metal. This plastic shall be at least 37 332 inch thick where it touches the form and shall not react chemically with the 38 concrete when tested in the State Materials Laboratory. The plastic shall not 39 shatter or crack at or above -5°F and shall not deform enough to expose the 40 metal at or below 2007; or 41 42 3. Stainless steel that meet the requirements of ASTM A493, Type 302. Stainless 43 steel chair supports are not required to be galvanized or plastic coated. 44 45 In lieu of precast concrete supports, epoxy-coated reinforcing bars may be supported by 46 one of the following: 47 48 1. Metal supports coated entirely with a dielectric material such as epoxy or 49 plastic, 50 51 2. Other epoxy-coated reinforcing bars, or 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-24 1 3. All-plastic supports. 2 3 Damaged coatings on metal bar supports shall be repaired prior to placing concrete. 4 5 All-plastic supports shall be lightweight, non-porous, and chemically inert in concrete. 6 All-plastic supports shall have rounded seatings, shall not deform under load during 7 normal temperatures, and shall not shatter or crack under impact loading in cold 8 weather. All-plastic supports shall be placed at spacings greater than 1 foot along the 9 bar and shall have at least 25 percent of their gross place area perforated to 10 compensate for the difference in the coefficient of thermal expansion between plastic 11 and concrete. The shape and configuration of all-plastic supports shall permit complete 12 concrete consolidation in and around the support. 13 14 A "mat' is two adjacent and perpendicular layers of reinforcing steel. In bridge decks, 15 top and bottom mats shall be supported adequately enough to hold both in their proper 16 positions. If bar supports directly support, or are directly supported on No. 4 bars, they 17 shall be spaced at not more than 3-foot intervals (or not more than 4-foot intervals for 18 bars No. 5 and larger). Wire ties to girder stirrups shall not be considered as supports. 19 To provide a rigid mat, the Contractor shall add other supports and tie wires to the top 20 mat as needed. 21 22 Unless noted otherwise, the minimum concrete cover for main reinforcing bars shall be: 23 24 3 inches to a concrete surface deposited against earth without intervening forms. 25 26 2'/z inches to the top surface of a concrete bridge deck or bridge approach slab. 27 28 2 inches to a concrete surface when not specified otherwise in this section or in the 29 Contract documents. 30 31 1'/2 inches to a concrete barrier or curb surface. 32 33 Except for top cover in bridge decks and bridge approach slabs, minimum concrete 34 cover to ties and stirrups may be reduced by ''/2 inch but shall not be less than 1 inch. 35 Minimum concrete cover shall also be provided to the outermost part of mechanical 36 splices and headed steel reinforcing bars. 37 38 Reinforcing steel bar location, concrete cover and clearance shall not vary more than 39 the following tolerances from what is specified in the Contract documents: 40 41 Reinforcing bar location for members 12 inches or less in thickness: ±0.25 inch 42 43 Reinforcing bar location for members greater than 12 inches in thickness: ±0.375 44 inch 45 46 Reinforcing bar location for bars placed at equal spacing within a plane: the greater 47 of either ±1 inch or ±1 bar diameter within the plane. The total number of bars shall 48 not be fewer than that specified. 49 50 The clearance between reinforcement shall not be less than the greater of the bar 51 diameter or 1 inch for unbundled bars. For bundled bars, the clearance between AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-25 1 bundles shall not be less than the greater of 1 inch or a bar diameter derived from 2 the equivalent total area of all bars in the bundle. 3 4 Longitudinal location of bends and ends of bars: ±1 inch 5 6 Embedded length of bars and length of bar lap splices: 7 8 No. 3 through No. 11: -1 inch 9 10 No. 14 through No. 18: -2 inches 11 12 Concrete cover measured perpendicular to concrete surface (except for the top 13 surface of bridge decks, bridge approach slabs and other roadway surfaces): ±0.25 14 inch 15 16 Concrete cover measured perpendicular to concrete surface for the top surface of 17 bridge decks, bridge approach slabs and other roadway surfaces: +0.25 inch, -0 18 inch 19 20 Before placing any concrete, the Contractor shall: 21 22 1. Clean all mortar from reinforcement, and 23 24 2. Obtain the Engineer's permission to place concrete after the Engineer has 25 inspected the placement of the reinforcing steel. (Any concrete placed without 26 the Engineer's permission shall be rejected and removed.) 27 28 6-02.3(25)H Finishing 29 The last paragraph is revised to read:, 30 31 The Contractor may repair defects in prestressed concrete girders in accordance with 32 Section 6-01.16. 33 34 6-02.3(27) Concrete for Precast Units 35 The last sentence of the first paragraph is revised to read: 36 37 Type I II portland cement or blended hydraulic cement is permitted to be used in precast 38 concrete units. 39 40 6-02.3(28)B Casting 41 In the second paragraph, the reference to Section 6-02.3(25)B is revised to read Section 6- 42 02.3(25)C. 43 44 6-02.3(28)D Contractors Control Strength 45 In the first paragraph, "WSDOT FOP for AASHTO T 23" is revised to read "FOP for AASHTO 48 T 23". 47 48 6-02.3(28)E Finishing 49 This section is supplemented with the following: 50 51 The Contractor may repair defects in precast panels in accordance with Section 6- 52 01.16. AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-26 1 2 6-05.AP6 3 Section 6-05, Piling 4 January 2, 2018 5 6-05.3(9)A Pile Driving Equipment Approval 6 The fourth sentence of the second paragraph is revised to read: 7 8 For prestressed concrete piles, the allowable driving stress in kips per square inch shall 9 be 0.095 f-, plus prestress in tension, and 0.85f'. minus prestress in compression, 10 where f', is the concrete compressive strength in kips per square inch. 11 12 6-07.AP6 13 Section 6-07, Painting 14 January 2, 2018 15 6-07.3(6)A Paint Containers 16 In item number 2 of the first paragraph, "Federal Standard 595" is revised to read "SAE AMS 17 Standard 595". 18 19 6-08.AP6 20 Section 6-08, Bituminous Surfacing on Structure Decks 21 January 2, 2018 22 6-08.3(7)A Concrete Deck Preparation 23 The first sentence of the first paragraph is revised to read: 24 25 The Contractor, with the Engineer, shall inspect the exposed concrete deck to establish 26 the extent of bridge deck repair in accordance with Section 6-09.3(6). 27 28 6-09.AP6 29 Section 6-09, Modified Concrete Overlays 30 August 6, 2018 31 6-09.3 Construction Requirements 32 This section is supplemented with the following new subsection: 33 34 6-09.3(15) Sealing and Texturing Concrete Overlay 35 After the requirements for checking for bond have been met, all joints and visible cracks 36 shall be filled and sealed with a high molecular weight methacrylate resin (HMWM). The 37 Contractor may use compressed air to accelerate drying of the deck surface for crack 38 identification and sealing. Cracks 1/16 inch and greater in width shall receive two 39 applications of HMWM. Immediately following the application of HMWM, the wetted 40 surface shall be coated with sand for abrasive finish. 41 42 After all cracks have been filled and sealed and the HMWM resin has cured, the 43 concrete overlay surface shall receive a longitudinally sawn texture in accordance with 44 Section 6-02.3(10)D5. 45 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-27 1 Traffic shall not be permitted on the finished concrete until it has reached a minimum 2 compressive strength of 3,000 psi as verified by rebound number determined in 3 accordance with ASTM C805 and the longitudinally sawn texture is completed. 4 5 6-09.3(1)B Rotary Milling Machines 6 This section is revised to read: 7 8 Rotary milling machines used to remove an upper layer of existing concrete overlay, 9 when present, shall have a maximum operating weight of 50,000 pounds and conform 10 to Section 6-08.3(5)B. 11 12 6-09.3(1)C Hydro-Demolition Machines 13 The first sentence of this section is revised to read: 14 15 Hydro-demolition machines shall consist of filtering and pumping units operating in 16 conjunction with a remote-controlled robotic device, using high-velocity water jets to 17 remove sound concrete to the nominal scarification depth shown in the Plans with a 18 single pass of the machine, and with the simultaneous removal of deteriorated concrete, 19 20 6-09.3(1)D Shot Blasting Machines 21 This section, including title, is revised to read: 22 23 6-09.3(1)D Vacant 24 25 6-09.3(1)J Finishing Machine 26 This section is revised to read: 27 28 The finishing machine shall meet the requirements of Section 6-02.3(10) and the 29 following requirements: 30 31 The finishing machine shall be equipped with augers, followed by an oscillating, 32 vibrating screed, vibrating roller tamper, or a vibrating pan, followed by a rotating 33 cylindrical double drum screed. The vibrating screed, roller tamper or pan shall be 34 of sufficient length and width to properly consolidate the mixture. The vibrating 35 frequency of the vibrating screed, roller tamper or pan shall be variable with 36 positive control. 37 38 6-09.3(2) Submittals 39 Item number 1 and 2 are revised to read: 40 41 1, A Type 1 Working Drawing consisting of catalog cuts and operating parameters of 42 the hydro-demolition machine selected by the Contractor for use in this project to 43 scarify concrete surfaces. 44 45 2. A Type 1 Working Drawing consisting of catalog cuts, operating parameters, axle 46 loads, and axle spacing of the rotary milling machine (if used to remove an upper 47 layer of existing concrete overlay when present). 48 49 The first sentence of item number 3 is revised to read: 50 51 A Type 2 Working Drawing of the Runoff Water Disposal Plan, 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-28 I 6-09.3(5)A General 2 The first sentence of the fourth paragraph is revised to read: 3 4 All areas of the deck that are inaccessible to the selected scarifying machine shall be 5 scarified to remove the concrete surface matrix to a maximum nominal scarification 6 depth shown in the Plans by a method acceptable to the Engineer. 7 8 This section is supplemented with the following: 9 10 Concrete process water generated by scarifying concrete surface and removing existing 11 concrete overlay operations shall be contained, collected, and disposed of in 12 accordance with Section 5-01.3(11) and Section 6-09.3(5)C, and the Section 6-09.3(2) 13 Runoff Water Disposal Plan. 14 15 6-09.3(5)B Testing of Hydro-Demolition and Shot Blasting Machines 16 This section's title is revised to read: 17 18 Testing of Hydro-Demolition Machines 19 20 The second paragraph is revised to read: 21 22 In the "sound" area of concrete, the equipment shall be programmed to remove 23 concrete to the nominal scarification depth shown in the Plans with a single pass of the 24 machine. 25 26 6-09.3(5)D Shot Blasting 27 This section, including title, is revised to read: 28 29 6-09.3(5)D Vacant 30 31 6-09.3(5)E Rotomilling 32 This section, including title, is revised to read: 33 34 6-09.3(5)E Removing Existing Concrete Overlay Layer by Rotomilling 35 When the Contractor elects to remove the upper layer of existing concrete overlay, 36 when present, by rotomilling prior to final scarifying, the entire concrete surface of the 37 bridge deck shall be milled to remove the surface matrix to the depth specified in the 38 Plans with a tolerance as specified in Section 6-08.3(5)B. The operating parameters of 39 the rotary milling machine shall be monitored in order to prevent the unnecessary 40 removal of concrete below the specified removal depth. 41 42 6-09.3(6) Further Deck Preparation 43 The first paragraph is revised to read:: 44 45 Once the lane or strip being overlaid has been cleaned of debris from scarifying, the 46 Contractor, with the Engineer, shall perform a visual inspection of the scarified surface. 47 The Contractor shall mark those areas of the existing bridge deck that are authorized by 48 the Engineer for further deck preparation by the Contractor. 49 50 Item number 4 of the second paragraph is deleted. 51 52 The first sentence of the third paragraph is deleted, AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-29 1 2 6-09.3(6)A Equipment for Further Deck Preparation 3 This section is revised to read: 4 5 Further deck preparation shall be performed using either power driven hand tools 6 conforming to Section 6-09.3(1)A, or hydro-demolition machines conforming to Section 7 6-09.3(1)C. 8 9 6-09.3(6)B Deck Repair Preparation 10 The second paragraph is deleted. 11 12 The last sentence of the second paragraph (after the preceding Amendment is applied) is 13 revised to read: 14 15 In no case shall the depth of a sawn vertical cut exceed % inch or to the top of the top 16 steel reinforcing bars, whichever is less. 17 18 The first sentence of the third to last paragraph is revised to read: 19 20 Where existing steel reinforcing bars inside deck repair areas show deterioration greater 21 than 20-percent section loss, the Contractor shall furnish and place steel reinforcing 22 bars alongside the deteriorated bars in accordance with the details shown in the 23 Standard Plans. 24 25 The last paragraph is deleted. 26 27 6-09.3(7) Surface Preparation for Concrete Overlay 28 The first seven paragraphs are deleted and replaced with the following: 29 30 Following the completion of any required further deck preparation the entire lane or strip 31 being overlaid shall be cleaned to be free from oil and grease, rust and other foreign 32 material that may still be present. These materials shall be removed by detergent- 33 cleaning or other method accepted by the Engineer followed by sandblasting. 34 35 After detergent cleaning and sandblasting is completed, the entire lane or strip being 36 overlaid shall be swept clean in final preparation for placing concrete using either 37 compressed air or vacuum machines. 38 39 Hand tool chipping, sandblasting and cleaning in areas adjacent to a lane or strip being 40 cleaned in final preparation for placing concrete shall be discontinued when final 41 preparation is begun. Scarifying and hand tool chipping shall remain suspended until 42 the concrete has been placed and the requirement for curing time has been satisfied. 43 Sandblasting and cleaning shall remain suspended for the first 24 hours of curing time 44 after the completion of concrete placing. 45 46 Scarification, and removal of the upper layer of concrete overlay when present, may 47 proceed during the final cleaning and overlay placement phases of the Work on 48 adjacent portions of the Structure so long as the scarification and concrete overlay 49 removal operations are confined to areas which are a minimum of 100 feet away from 50 the defined limits of the final cleaning or overlay placement in progress. If the 51 scarification and concrete overlay removal impedes or interferes in any way with the 52 final cleaning or overlay placement as determined by the Engineer, the scarification and AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-30 1 concrete overlay removal Work shall be terminated immediately and the scarification 2 and concrete overlay removal equipment removed sufficiently away from the area being 3 prepared or overlaid to eliminate the conflict. If the grade is such that water and 4 contaminants from the scarification and concrete overlay removal operation will flow into 5 the area being prepared or overlaid, the scarification and concrete overlay removal 6 operation shall be terminated and shall remain suspended for the first 24 hours of curing 7 time after the completion of concrete placement. 8 9 6-09.3(12) Finishing Concrete Overlay 10 The third paragraph is deleted. 11 12 The last paragraph is deleted. 13 14 6-09.3(13) Curing Concrete Overlay 15 The first sentence of the first paragraph is revised to read: 16 17 As the finishing operation progresses, the concrete shall be immediately covered with a 18 single layer of clean, new or used, wet burlap. 19 20 The last sentence of the second paragraph is deleted. 21 22 The following two new paragraphs are inserted after the second paragraph: 23 24 As an alternative to the application of burlap and fog spraying described above, the 25 Contractor may propose a curing system using proprietary curing blankets specifically 26 manufactured for bridge deck curing. The Contractor shall submit a Type 2 Working 27 Drawing consisting of details of the proprietary curing blanket system, including product 28 literature and details of how the system is to be installed and maintained. 29 30 The wet curing regimen as described shall remain in place for a minimum of 42-hours. 31 32 The last paragraph is deleted. 33 34 6-09.3(14) Checking for Bond 35 The first sentence of the first paragraph is revised to read: 36 37 After the requirements for curing have been met, the entire overlaid surface shall be 38 sounded by the Contractor, in a manner accepted by and in the presence of the 39 Engineer, to ensure total bond of the concrete to the bridge deck. 40 41 The last sentence of the first paragraph is deleted,. 42 43 The second paragraph is deleted. 44 45 6-10.AP6 46 Section 6-10, Concrete Barrier 47 August 6, 2018 48 6-10.2 Materials 49 In the first paragraph, the reference to "Portland Cement' is revised to read: 50 51 Cement 9-01 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-31 1 2 6-10.3(6) Placing Concrete Barrier 3 The first two sentences of the first paragraph are revised to read: 4 5 Precast concrete barriers Type 2, Type 4, Type F, precast single slope barrier, and 6 transitions shall rest on a paved foundation shaped to a uniform grade and section. The 7 foundation surface for precast concrete barriers Type 2, Type 4, Type F, precast single 8 slope barrier, and transitions shall meet this test for uniformity: When a 10-foot 9 straightedge is placed on the surface parallel to the centerline for the barrier, the 10 surface shall not vary more than '/4 inch from the lower edge of the straightedge. 11 12 6-11.AP6 13 Section 6-11, Reinforced Concrete Walls 14 April 2, 2018 15 6-11.2 Materials 16 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised 17 to read: 18 19 Aggregates for Concrete 9-03.1 20 21 6-12.AP6 22 Section 6-12, Noise Barrier Walls 23 August 6, 2018 24 6-12.2 Materials 25 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised 26 to read: 27 28 Aggregates for Concrete 9-03.1 29 30 The first paragraph is supplemented with the following new material reference: 31 32 Noise Barrier Wall Access Door 9-06.17 33 34 6-12.3(9) Access Doors and Concrete Landing Pads 35 The second paragraph is deleted and replaced with the following: 36 37 All frame and door surfaces, except stainless steel surfaces, shall be painted in 38 accordance with Section 6-07.3(9). Primer shall be applied to all non-stainless steel 39 surfaces. All primer coated exposed metal surfaces shall be field painted with the 40 remaining Section 6-07.3(9)A paint system coats. The top coat, when dry, shall match 41 the color Specified in the Plans or Special Provisions. 42 43 This section is supplemented with the following: 44 45 Access door deadbolt locks shall be capable of accepting a Best CX series core. The 46 Contractor shall furnish and install a spring-loaded construction core lock with each 47 lock. The Engineer will furnish the permanent Best CX series core for the Contractor to 48 install at the conclusion of the project. 49 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-32 I 6-13.AP6 2 Section 6-13, Structural Earth Walls 3 August 6, 2018 4 6-13.2 Materials 5 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised 6 to read: 7 8 Aggregates for Concrete 9-03.1 9 10 6-13.3(4) Precast Concrete Facing Panel and Concrete Block Fabrication 11 Item number 1 of the sixth paragraph is revised to read: 12 13 1. Vertical dimensions shall be ± '/6 inch of the Plan dimension, and the rear height 14 shall not exceed the front height. 15 16 Item number 3 of the sixth paragraph is revised to read: 17 18 3. All other dimensions shall be ± '/4 inch of the Plan dimension, 19 20 6-14.AP6 21 Section 6-14, Geosynthetic Retaining Walls 22 April 2, 2018 23 6-14.2 Materials 24 In the first paragraph, the references to "Portland Cement' and "Aggregates for Portland 25 Cement Concrete" are revised to read: 26 27 Cement 9-01 28 Aggregates for Concrete 9-03.1 29 30 6-16.AP6 31 Section 6-16, Soldier Pile and Soldier Pile Tieback Walls 32 April 2, 2018 33 6-16.2 Materials 34 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised 35 to read: 36 37 Aggregates for Concrete 9-03.1 38 39 6-18.AP6 40 Section 6-18, Shotcrete Facing 41 January 2, 2018 42 6-18.3(3) Testing 43 In the last sentence of the first paragraph, "AASHTO T 24" is revised to read "ASTM C1604". 44 45 6-18.3(3)B Production Testing 46 In the last sentence, °AASHTO T 24" is revised to read "ASTM C1604", 47 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-33 1 6-18.3(4) Qualifications of Contractor's Personnel 2 In the last sentence of the second paragraph, "AASHTO T 24" is revised to read 'ASTM 3 C1604". 4 5 6-19.AP6 6 Section 6-19, Shafts 7 August 6, 2018 8 6-19.2 Materials 9 In the first paragraph, the references to "Portland Cement" and "Aggregates for Portland 10 Cement Concrete" are revised to read: 11 12 Cement 9-01 13 Aggregates for Concrete 9-03.1 14 15 6-19.3(1)A Shaft Construction Tolerances 16 The last paragraph is supplemented with the following: 17 18 The elevation of the top of the reinforcing cage for drilled shafts shall be within +6 19 inches and -3 inches from the elevation shown in the Plans. 20 21 6-19.3(3)C Conduct of Shaft Casing Installation and Removal and Shaft 22 Excavation Operations 23 The first paragraph is supplemented with the following: 24 25 In no case shall shaft excavation and casing placement extend below the bottom of 26 shaft excavation as shown in the Plans. 27 28 6-19.3(6)E Thermal Wire and Thermal Access Point (TAPS) 29 The third sentence of the third paragraph is revised to read: 30 31 The thermal wire shall extend from the bottom of the reinforcement cage to the top of 32 the shaft, with a minimum of 5-feet of slack wire provided above the top of shaft. 33 34 The following new sentence is inserted after the third sentence of the third paragraph; 35 36 All thermal wires in a shaft shall be equal lengths. 37 38 7-02.AP7 39 Section 7-02, Culverts 40 April 2, 2018 41 7-02.2 Materials 42 In the first paragraph, the references to "Portland Cement" and "Aggregates for Portland 43 Cement Concrete" are revised to read: 44 45 Cement 9-01 46 Aggregates for Concrete 9-03.1 47 48 7-02.3(6)A4 Excavation and Bedding Preparation 49 The first sentence of the third paragraph is revised to read: AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-34 1 2 The bedding course shall be a 6-inch minimum thickness layer of culvert bedding 3 material, defined as granular material either conforming to Section 9-03.12(3) or to 4 AASHTO Grading No. 57 as specified in Section 9-03.1(4)C. 5 6 7-05.AP7 7 Section 7-05, Manholes, Inlets, Catch Basins, and Drywells 8 August 6, 2018 9 7-05.3 Construction Requirements 10 The fourth sentence of the third paragraph is deleted, 11 12 7-08.AP7 13 Section 7-08, General Pipe Installation Requirements 14 April 2, 2018 15 7-08.3(3) Backfilling 16 The fifth sentence of the fourth paragraph is revised to read: 17 18 All compaction shall be in accordance with the Compaction Control Test of Section 2- 19 03.3(14)D except in the case that 100% Recycled Concrete Aggregate is used. 20 21 The following new sentences are inserted after the fifth sentence of the fourth paragraph: 22 23 When 100% Recycled Concrete Aggregate is used, the Contractor may submit a written 24 request to use a test point evaluation for compaction acceptance. Test Point evaluation 25 shall be performed in accordance with SOP 738. 26 27 8-01.AP8 28 Section 8-01, Erosion Control and Water Pollution Control 29 April 2, 2018 30 8-01.1 Description 31 This section is revised to read: 32 33 This Work consists of furnishing, installing, maintaining, removing and disposing of best 34 management practices (BMPs), as defined in the Washington Administrative Code 35 (WAC) 173-201A, to manage erosion and water quality in accordance with these 36 Specifications and as shown in the Plans or as designated by the Engineer. 37 38 The Contracting Agency may have a National Pollution Discharge Elimination System 39 Construction Stormwater General Permit (CSWGP) as identified in the Contract Special 40 Provisions. The Contracting Agency may or may not transfer coverage of the CSWGP 41 to the Contractor when a CSWGP has been obtained. The Contracting Agency may not 42 have a CSWGP for the project but may have another water quality related permit as 43 identified in the Contract Special Provisions or the Contracting Agency may not have 44 water quality related permits but the project is subject to applicable laws for the Work. 45 Section 8-01 covers all of these conditions. 46 47 8-01.2 Materials 48 The first paragraph is revised to read: AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AM❑-35 1 2 Materials shall meet the requirements of the following sections: 3 4 Corrugated Polyethylene Drain Pipe 9-05.1(6) 5 Quarry Spalls 9-13 6 Erosion Control and Roadside Planting 9-14 7 Construction Geotextile 9-33 a 9 8-01.3(1) General 10 This section is revised to read: 11 12 Adaptive management shall be employed throughout the duration of the project for the 13 implementation of erosion and water pollution control permit requirements for the 14 current condition of the project site. The adaptive management includes the selection 15 and utilization of BMPs, scheduling of activities, prohibiting unacceptable practices, 16 implementing maintenance procedures, and other managerial practices that when used 17 singularly or in combination, prevent or reduce the release of pollutants to waters of the 18 State. The adaptive management shall use the means and methods identified in this 19 section and means and methods identified in the Washington State Department of 20 Transportation's Temporary Erosion and Sediment Control Manual or the Washington 21 State Department of Ecology's Stormwater Management Manuals for construction 22 stormwater. 23 24 The Contractor shall install a high visibility fence along the site preservation lines shown 25 in the Plans or as instructed by the Engineer. 26 27 Throughout the life of the project, the Contractor shall preserve and protect the 28 delineated preservation area, acting immediately to repair or restore any fencing 29 damaged or removed. 30 31 All discharges to surface waters shall comply with surface water quality standards as 32 defined in Washington Administrative Code (WAC) Chapter 173-201A. All discharges to 33 the ground shall comply with groundwater quality standards WAC Chapter 173-200. 34 35 The Contractor shall comply with the CSWGP when the project is covered by the 36 CSWGP. Temporary Work, at a minimum, shall include the implementation of: 37 38 1. Sediment control measures prior to ground disturbing activities to ensure all 39 discharges from construction areas receive treatment prior to discharging from 40 the site. 41 42 2. Flow control measures to prevent erosive flows from developing. 43 44 3. Water management strategies and pollution prevention measures to prevent 45 contamination of waters that will be discharged to surface waters or the 46 ground. 47 48 4. Erosion control measures to stabilize erodible earth not being worked, 49 50 5. Maintenance of BMPs to ensure continued compliant performance. 51 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-36 1 6. Immediate corrective action if evidence suggests construction activity is not in 2 compliance. Evidence includes sampling data, olfactory or visual evidence 3 such as the presence of suspended sediment, turbidity, discoloration, or oil 4 sheen in discharges. 5 6 To the degree possible, the Contractor shall coordinate this temporary Work with 7 permanent drainage and erosion control Work the Contract requires. 8 9 Clearing, grubbing, excavation, borrow, or fill within the Right of Way shall never expose 10 more erodible earth than as listed below: 11 Western Washington Eastern Washington (West of the Cascade (East of the Cascade Mountain Crest) Mountain Crest) .................. _m m.m.m.m......... May 1 through 17 Acres April 1 through 17 Acres September 30 October 31 October 1 November 1 through April 5 Acres through March 5 Acres 30 31 12 13 The Engineer may increase or decrease the limits based on project conditions, 14 15 Erodible earth is defined as any surface where soils, grindings, or other materials may 16 be capable of being displaced and transported by rain, wind, or surface water runoff. 17 18 Erodible earth not being worked, whether at final grade or not, shall be covered within 19 the specified time period (see the table below), using BMPs for erosion control. 20 Western Washington Eastern Washington (West of the Cascade (East of the Cascade Mountain Crest) Mountain Crest) ............. October 1 October 1 through April 2 days through June 5 days 30 maximum 30 maximum _............_ ....._......... November 1 May 1 to 7 days 10 days September 30 maximum throug31March maximum 21 22 When applicable, the Contractor shall be responsible for all Work required for 23 compliance with the CSWGP including annual permit fees. 24 25 If the Engineer, under Section 1-08.6, orders the Work suspended, the Contractor shall 26 continue to comply with this division during the suspension. 27 28 Nothing in this Section shall relieve the Contractor from complying with other Contract 29 requirements. 30 31 8-01.3(1)A Submittals 32 This section's content is deleted. 33 34 This section is supplemented with the following new subsection;. 35 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AM❑-37 1 8-01.3(1)A1 Temporary Erosion and Sediment Control 2 A Temporary Erosion and Sediment Control (TESC) plan consists of a narrative section 3 and plan sheets that meets the Washington State Department of Ecology's Stormwater 4 Pollution Prevention Plan (SWPPP) requirement in the CSWGP. Abbreviated TESC 5 plans are not required to include plan sheets and are used on small projects that disturb 6 soil and have the potential to discharge but are not covered by the CSWGP. The 7 contract uses the term "TESC plan" to describe both TESC plans and abbreviated 8 TESC plans. When the Contracting Agency has developed a TESC plan for a Contract, 9 the narrative is included in the appendix to the Special Provisions and the TESC plan 10 sheets, when required, are included in the Contract Plans. The Contracting Agency 11 TESC plan will not include off-site areas used to directly support construction activity. 1,2 113 The Contractor shall either adopt the TESC Plan in the Contract or develop a new 14 TESC Plan. If the Contractor adopts the Contracting Agency TESC Plan, the Contractor 15 shall modify the TESC Plan to meet the Contractor's schedule, method of construction, 16 and to include off-site areas that will be used to directly support construction activity 17 such as equipment staging yards, material storage areas, or borrow areas. Contractor 18 TESC Plans shall include all high visibility fence delineation shown on the Contracting 19 Agency Contract Plans. All TESC Plans shall meet the requirements of the current 20 edition of the WSDOT Temporary Erosion and Sediment Control Manual M 3109 and be 21 adaptively managed as needed throughout construction based on site inspections and 22 discharge samples to maintain compliance with the CSWGP. The Contractor shall 23 develop a schedule for implementation of the TESC work and incorporate it into the 24 Contractor's progress schedule. 25 26 The Contractor shall submit their TESC Plan (either the adopted plan or new plan) and 27 implementation schedule as Type 2 Working Drawings. At the request of the Engineer, 28 updated TESC Plans shall be submitted as Type 1 Working Drawings. 29 30 8-01.3(1)B Erosion and Sediment Control (ESC) Lead 31 This section is revised to read: 32 33 The Contractor shall identify the ESC Lead at the preconstruction discussions and in the 34 TESC Plan. The ESC Lead shall have, for the life of the Contract, a current Certificate 35 of Training in Construction Site Erosion and Sediment Control from a course approved 36 by the Washington State Department of Ecology. The ESC Lead must be onsite or on 37 call at all times throughout construction. The ESC Lead shall be listed on the 38 Emergency Contact List required under Section 1-05.13(1). 39 40 The ESC Lead shall implement the TESC Plan. Implementation shall include, but is not 41 limited to: 42 43 1. Installing, adaptively managing, and maintaining temporary erosion and 44 sediment control BMPs to assure continued performance of their intended 45 function. Damaged or inadequate BMPs shall be corrected immediately. 46 47 2. Updating the TESC Plan to reflect current field conditions. 48 49 3. Discharge sampling and submitting Discharge Monitoring Reports (DMRs) to 50 the Washington State Department of Ecology in accordance with the CSWGP. 51 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-38 1 4. Develop and maintain the Site Log Book as defined in the CSWGP. When the 2 Site Log Book or portion thereof is electronically developed, the electronic 3 documentation must be accessible onsite. As a part of the Site Log Book, the 4 Contractor shall develop and maintain a tracking table to show that identified 5 TESC compliance issues are fully resolved within 10 calendar days. The table 6 shall include the date an issue was identified, a description of how it was 7 resolved, and the date the issue was fully resolved. 8 9 The ESC Lead shall also inspect all areas disturbed by construction activities, all on-site 10 erosion and sediment control BMPs, and all stormwater discharge points at least once 11 every calendar week and within 24-hours of runoff events in which stormwater 12 discharges from the site. Inspections of temporarily stabilized, inactive sites may be 13 reduced to once every calendar month. The Washington State Department of Ecology's 14 Erosion and Sediment Control Site Inspection Form, located at 15 https://ecology.wa.gov/Regulations-Permits/Permits-certifications/Stormwater-general- 16 permits/Construction-stormwater-permit, shall be completed for each inspection and a 17 copy shall be submitted to the Engineer no later than the end of the next working day 18 following the inspection. 19 20 8-01.3(1)C Water Management 21 This section is supplemented with the following new subsections: 22 23 8-01.3(1)C5 Water Management for In-Water Work Below Ordinary High Water 24 Mark (OHWM) 25 Work over surface waters of the state (defined in WAC 173-201A-010) or below the 26 OHWM (defined in RCW 90.58.030) must comply with water quality standards for 27 surface waters of the state of Washington. 28 29 8-01.3(1)C6 Environmentally Acceptable Hydraulic Fluid 30 All equipment containing hydraulic fluid that extends from a bridge deck over surface 31 waters of the state or below the OHWM, shall be equipped with an environmentally 32 acceptable hydraulic fluid. The fluid shall meet specific requirements for 33 biodegradability, aquatic toxicity, and bioaccumulation in accordance with the United 34 States Environmental Protection Agency (EPA) publication EPA800-R-11-002. 35 Acceptance shall be in accordance with Section 1-06.3, Manufacturer's Certification of 36 Compliance, 37 38 The designation of environmentally acceptable hydraulic fluid does not mean fluid spills 39 are acceptable. The Contractor shall respond to spills to land or water in accordance 40 with the Contract. 41 42 B-01.3(1)C7 Turbidity Curtain 43 All Work for the turbidity curtain shall be in accordance with the manufacturer's 44 recommendations for the site conditions. Removal procedures shall be developed and 45 used to minimize silt release and disturbance of silt. The Contractor shall submit a Type 46 2 Working Drawing, detailing product information, installation and removal procedures, 47 equipment and workforce needs, maintenance plans, and emergency 48 repair/replacement plans. 49 50 Turbidity curtain materials, installation, and maintenance shall be sufficient to comply 51 with water quality standards. 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-39 1 The Contractor shall notify the Engineer 10 days in advance of removing the turbidity 2 curtain. All components of the turbidity curtain shall be removed from the project. 3 4 8-01.3(1)C1 Disposal of Dewatering Water 5 This section is revised to read: 6 7 When uncontaminated groundwater is encountered in an excavation on a project it may 8 be infiltrated within vegetated areas of the right of way not designated as Sensitive 9 Areas or incorporated into an existing stormwater conveyance system at a rate that will 10 not cause erosion or flooding in any receiving surface water. 11 12 Alternatively, the Contractor may pursue independent disposal and treatment 13 alternatives that do not use the stormwater conveyance system provided it is in 14 compliance with the applicable WACs and permits. 15 16 8-01.3(1)C2 Process Wastewater 17 This section is revised to read: 18 19 Wastewater generated on-site as a byproduct of a construction process shall not be 20 discharged to surface waters of the State. Some sources of process wastewater may be 21 infiltrated in accordance with the CSWGP with concurrence from the Engineer. Some 22 sources of process wastewater may be disposed via independent disposal and 23 treatment alternatives in compliance with the applicable WACS and permits. 24 25 8-01.3(1)C3 Shaft Drilling Slurry Wastewater 26 This section is revised to read: 27 28 Wastewater generated on-site during shaft drilling activity shall be managed and 29 disposed of in accordance with the requirements below. No shaft drilling slurry 30 wastewater shall be discharged to surface waters of the State. Neither the sediment nor 31 liquid portions of the shaft drilling slurry wastewater shall be contaminated, as 32 detectable by visible or olfactory indication (e.g., chemical sheen or smell). 33 34 1. Water-only shaft drilling slurry or water slurry with accepted flocculants may be 35 infiltrated on-site. Flocculants used shall meet the requirements of Section 9- 36 14.5(1) or shall be chitosan products listed as General Use Level Designation 37 (GULD) on the Washington State Department of Ecology's stormwater 38 treatment technologies webpage for construction treatment. Infiltration is 39 permitted if the following requirements are met: 40 41 a. Wastewater shall have a pH of 6.5 — 8.5 prior to discharge. 42 43 b. The amount of flocculant added to the slurry shall be kept to the minimum 44 needed to adequately settle out solids. The flocculant shall be thoroughly 45 mixed into the slurry. 46 47 c. The slurry removed from the shaft shall be contained in a leak proof cell or 48 tank for a minimum of 3 hours. 49 50 d. The infiltration rate shall be reduced if needed to prevent wastewater from 51 leaving the infiltration location. The infiltration site shall be monitored 52 regularly during infiltration activity. All wastewater discharged to the AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-40 1 ground shall fully infiltrate and discharges shall stop before the end of 2 each work day. 3 4 e. Drilling spoils and settled sediments remaining in the containment cell or 5 tank shall be disposed of in accordance with Section 6-19.3(4)F. 6 7 f. Infiltration locations shall be in upland areas at least 150 feet away from 8 surface waters, wells, on-site sewage systems, aquifer sensitive recharge 9 areas, sole source aquifers, well head protection areas, and shall be 10 marked on the plan sheets before the infiltration activity begins. 11 12 g. Prior to infiltration, the Contractor shall submit a Shaft Drilling Slurry 13 Wastewater Management and Infiltration Plan as a Type 2 Working 14 Drawing. This Plan shall be kept on-site, adapted if needed to meet the 15 construction requirements, and updated to reflect what is being done in 16 the field. The Working Drawing shall include, at a minimum, the following 17 information: 18 19 L Plan sheet showing the proposed infiltration location and all surface 20 waters, wells, on-site sewage systems, aquifer-sensitive recharge 21 areas, sole source aquifers, and well-head protection areas within 22 150 feet. 23 24 ii. The proposed elevation of soil surface receiving the wastewater for 25 infiltration and the anticipated phreatic surface (i.e., saturated soil). 26 27 iii. The source of the water used to produce the slurry. 28 29 iv. The estimated total volume of wastewater to be infiltrated. 30 31 v. The accepted flocculant to be used (if any). 32 33 vi. The controls or methods used to prevent surface wastewater runoff 34 from leaving the infiltration location. 35 36 vii. The strategy for removing slurry wastewater from the shaft and 37 containing the slurry wastewater once it has been removed from the 38 shaft. 39 40 viii. The strategy for monitoring infiltration activity and adapting methods 41 to ensure compliance. 42 43 ix. A contingency plan that can be implemented immediately if it 44 becomes evident that the controls in place or methods being used are 45 not adequate. 46 47 x. The strategy for cleaning up the infiltration location after the infiltration 48 activity is done. Cleanup shall include stabilizing any loose sediment 49 on the surface within the infiltration area generated as a byproduct of 50 suspended solids in the infiltrated wastewater or soil disturbance 51 associated with BMP placement and removal. 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-41 1 2. Shaft drilling mineral slurry, synthetic slurry, or slurry with polymer additives 2 not allowed for infiltration shall be contained and disposed of by the Contractor 3 at an accepted disposal facility in accordance with Section 2-03.3(7)C. Spoils 4 that have come into contact with mineral slurry shall be disposed of in 5 accordance with Section 6-19.3(4)F. 6 7 8-01.3(1)C4 Management of Off-Site Water 8 This section is revised to read: 9 10 Prior to clearing and grubbing, the Contractor shall intercept all sources of off-site 11 surface water and overland flow that will run-on to the project. Off-site surface water 12 run-on shall be diverted through or around the project in a way that does not introduce 13 construction related pollution. It shall be diverted to its preconstruction discharge 14 location in a manner that does not increase preconstruction flow rate and velocity and 15 protects contiguous properties and waterways from erosion. The Contractor shall submit 16 a Type 2 Working Drawing consisting of the method for performing this Work. 17 18 8-01.3(1)E Detention/Retention Pond Construction 19 This section is revised to read: 20 21 Whether permanent or temporary, ponds shall be constructed before beginning other 22 grading and excavation Work in the area that drains into that pond. Detention/retention 23 ponds may be constructed concurrently with grading and excavation when allowed by 24 the Engineer. Temporary conveyances shall be installed concurrently with grading in 25 accordance with the TESC Plan so that newly graded areas drain to the pond as they 26 are exposed. 27 28 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch 29 In the table, the second column heading is revised to read: 30 31 Eastern Washington' 32 (East of the Cascade Mountain Crest) 33 34 Footnote 1 in the table is revised to read: 35 36 Seeding may be allowed outside these dates when allowed or directed by the Engineer. 37 38 8-01.3(5) Plastic Covering 39 The first sentence of the first paragraph is revised to read; 40 41 Erosion Control — Plastic coverings used to temporarily cover stockpiled materials, 42 slopes or bare soils shall be installed and maintained in a way that prevents water from 43 intruding under the plastic and prevents the plastic cover from being damaged by wind. 44 45 8-01.3(7) Stabilized Construction Entrance 46 The first paragraph is revised to read: 47 48 Temporary stabilized construction entrance shall be constructed in accordance with the 49 Standard Plans, prior to construction vehicles entering the roadway from locations that 50 generate sediment track out on the roadway. Material used for stabilized construction 51 entrance shall be free of extraneous materials that may cause or contribute to track out. 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-42 1 8-01.3(8) Street Cleaning 2 This section is revised to read: 3 4 Self-propelled pickup street sweepers shall be used to remove and collect dirt and other 5 debris from the Roadway. The street sweeper shall effectively collect these materials 6 and prevent them from being washed or blown off the Roadway or into waters of the 7 State. Street sweepers shall not generate fugitive dust and shall be designed and 8 operated in compliance with applicable air quality standards. Material collected by the 9 street sweeper shall be disposed of in accordance with Section 2-03.3(7)C. 10 11 When allowed by the Engineer, power broom sweepers may be used in non- 12 environmentally sensitive areas. The broom sweeper shall sweep dirt and other debris 13 from the roadway into the work area. The swept material shall be prevented from 14 entering or washing into waters of the State. 15 16 Street washing with water will require the concurrence of the Engineer, 17 18 8-01.3(12) Compost Socks 19 The first two sentences of the first paragraph are revised to read: 20 21 Compost socks are used to disperse flow and sediment. Compost socks shall be 22 installed as soon as construction will allow but before flow conditions create erosive 23 flows or discharges from the site. Compost socks shall be installed prior to any mulching 24 or compost placement. 25 26 8-01.3(13) Temporary Curb 27 The second to last sentence of the second paragraph is revised to read: 28 29 Temporary curbs shall be a minimum of 4 inches in height. 30 31 8-01.3(14) Temporary Pipe Slope Drain 32 The third and fourth paragraphs are revised to read: 33 34 The pipe fittings shall be water tight and the pipe secured to the slope with metal posts, 35 wood stakes, sand bags, or as allowed by the Engineer. 36 37 The water shall be discharged to a stabilized conveyance, sediment trap, stormwater 38 pond, rock splash pad, or vegetated strip, in a manner to prevent erosion and maintain 39 water quality compliance. 40 41 The last paragraph is deleted. 42 43 8-01.3(15) Maintenance 44 This section is revised to read: 45 46 Erosion and sediment control BMPs shall be maintained or adaptively managed as 47 required by the CSWGP until the Engineer determines they are no longer needed. 48 When deficiencies in functional performance are identified, the deficiencies shall be 49 rectified immediately. 50 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-43 1 The BMPs shall be inspected on the schedule outlined in Section 8-01.3(1)B for 2 damage and sediment deposits. Damage to or undercutting of BMPs shall be repaired 3 immediately. 4 5 In areas where the Contractor's activities have compromised the erosion control 6 functions of the existing grasses, the Contractor shall overseed at no additional cost to 7 the Contracting Agency. 8 9 The quarry spalls of construction entrances shall be refreshed, replaced, or screened to 10 maintain voids between the spalls for collecting mud and dirt. 11 12 Unless otherwise specified, when the depth of accumulated sediment and 13 debris reaches approximately '/3 the height of the BMP the deposits shall be removed.. 14 Debris or contaminated sediment shall be disposed of in accordance with Section 2- 15 03.3(7)C. Clean sediments may be stabilized on-site using BMPs as allowed by the 16 Engineer. 17 18 8-01.3(16) Removal 19 This section is revised to read: 20 21 The Contractor shall remove all temporary BMPs, all associated hardware and 22 associated accumulated sediment deposition from the project limits prior to Physical 23 Completion unless otherwise allowed by the Engineer. When the temporary BMP 24 materials are made of natural plant fibers unaltered by synthetic materials the Engineer 25 may allow leaving the BMP in place. 26 27 The Contractor shall remove BMPs and associated hardware in a way that minimizes 28 soil disturbance. The Contractor shall permanently stabilize all bare and disturbed soil 29 after removal of BMPs. If the installation and use of the erosion control BMPs have 30 compacted or otherwise rendered the soil inhospitable to plant growth, such as 31 construction entrances, the Contractor shall take measures to rehabilitate the soil to 32 facilitate plant growth. This may include, but is not limited to, ripping the soil, 33 incorporating soil amendments, or seeding with the specified seed. 34 35 At the request of the Contractor and at the sole discretion of the Engineer the CSWGP 36 may be transferred back to the Contracting Agency. Approval of the Transfer of 37 Coverage request will require the following: 38 39 1. All other Work required for Contract Completion has been completed. 40 41 2. All Work required for compliance with the CSWGP has been completed to the 42 maximum extent possible. This includes removal of BMPs that are no longer 43 needed and the site has undergone all Stabilization identified for meeting the 44 requirements of Final Stabilization in the CSWGP. 45 46 3. An Equitable Adjustment change order for the cost of Work that has not been 47 completed by the Contractor. 48 49 4. Submittal of the Washington State Department of Ecology Transfer of 50 Coverage form (Ecology form ECY 020-87a) to the Engineer. 51 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-44 1 If the Engineer approves the transfer of coverage back to the Contracting Agency, the 2 requirement in Section 1-07.5(3) for the Contractor's submittal of the Notice of 3 Termination form to the Washington State Department of Ecology will not apply. 4 5 8-01.4 Measurement 6 This section's content is deleted and replaced with the following new subsections 7 8 8-01.4(1) Lump Sum Bid for Project (No Unit Items) 9 When the Bid Proposal contains the item "Erosion Control and Water Pollution 10 Prevention" there will be no measurement of unit or force account items for Work 11 defined in Section 8-01 except as described in Sections 8-01.4(3) and 8-01.4(4). Also, 12 except as described in Section 8-01.4(3), all of Sections 8-01.4(2) and 8-01.5(2) are 13 deleted. 14 15 8-01.4(2) Item Bids 16 When the Proposal does not contain the items "Erosion Control and Water Pollution 17 Prevention", Section 8-01.4(1) and 8-01.5(1) are deleted and the Bid Proposal will 18 contain some or all of the following items measured as noted. 19 20 ESC lead will be measured per day for each day that an inspection is made and a 21 report is filed. 22 23 Biodegradable erosion control blanket and plastic covering will be measured by the 24 square yard along the ground slope line of surface area covered and accepted. 25 26 Turbidity curtains will be measured by the linear foot along the ground line of the 27 installed curtain. 28 29 Check dams will be measured per linear foot one time only along the ground line of 30 the completed check dam. No additional measurement will be made for check 31 dams that are required to be rehabilitated or replaced due to wear. 32 33 Stabilized construction entrances will be measured by the square yard by ground 34 slope measurement for each entrance constructed. 35 36 Tire wash facilities will be measured per each for each tire wash installed. 37 38 Street cleaning will be measured by the hour for the actual time spent cleaning 39 pavement, refilling with water, dumping and transport to and from cleaning 40 locations within the project limits, as authorized by the Engineer. Time to mobilize 41 the equipment to or from the project limits on which street cleaning is required will 42 not be measured. 43 44 Inlet protections will be measured per each for each initial installation at a 45 drainage structure. 46 47 Silt fence, gravel filter, compost berms, and wood chip berms will be measured by 48 the linear foot along the ground line of the completed barrier. 49 50 Wattles and compost socks will be measured by the linear foot. 51 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-45 1 Temporary curbs will be measured by the linear foot along the ground line of the 2 completed installation. 3 4 Temporary pipe slope drains will be measured by the linear foot along the flow line 5 of the pipe. 6 7 Coir logs will be measured by the linear foot along the ground line of the completed 8 installation. 9 10 Outlet protections will be measured per each initial installation at an outlet location.. 11 12 Tackifiers will be measure by the acre by ground slope measurement. 13 14 8-01.4(3) Reinstating Unit Items with Lump Sum Erosion Control and Water 15 Pollution Prevention 16 The Contract Provisions may establish the project as lump sum, in accordance with 17 Section 8-01.4(1) and also include one or more of the items included above in Section 18 8-01.4(2). When that occurs, the corresponding measurement provision in Section 8- 19 01.4(2) is not deleted and the Work under that item will be measured as specified. 20 21 8-01.4(4) Items not included with Lump Sum Erosion Control and Water Pollution 22 Prevention 23 Compost blanket will be measured by the square yard by ground slope surface area 24 covered and accepted. 25 26 Mulching will be measured by the acre by ground slope surface area covered and 27 accepted. 28 29 Seeding, fertilizing, liming, mulching, and mowing, will be measured by the acre by 30 ground slope measurement. 31 32 Seeding and fertilizing by hand will be measured by the square yard by ground slope 33 measurement. No adjustment in area size will be made for the vegetation free zone 34 around each plant. 35 36 Fencing will be measured by the linear foot along the ground line of the completed 37 fence. 38 39 8-01.5 Payment 40 This section's content is deleted and replaced with the following new subsections; 41 42 8-01.5(1) Lump Sum Bid for Project (No Unit Items) 43 Payment will be made for the following Bid item when it is included in the Proposal: 44 45 "Erosion Control and Water Pollution Prevention", lump sum. 46 47 The lump sum Contract price for "Erosion Control and Water Pollution Prevention" 48 shall be full pay to perform the Work as described in Section 8-01 except for costs 49 compensated by Bid Proposal items inserted through Contract Provisions as 50 described in Section 8-01.4(2). Progress payments for the lump sum item "Erosion 51 Control and Water Pollution Prevention" will be made as follows: 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-46 1 1. The Contracting Agency will pay 15 percent of the bid amount for the 2 initial set up for the item. Initial set up includes the following: 3 4 a. Acceptance of the TESC Plan provided by the Contracting Agency or 5 submittal of a new TESC Plan, 6 7 b. Submittal of a schedule for the installation of the BMPs, and 8 9 c. Identifying water quality sampling locations. 10 11 2. 70 percent of the bid amount will be paid in accordance with Section 1- 12 09.9. 13 14 3. Once the project is physically complete and copies of the all reports 15 submitted to the Washington State Department of Ecology have been 16 submitted to the Engineer, and, if applicable, transference of the CSWGP 17 back to the Contracting Agency is complete, the remaining 15 percent of 18 the bid amount shall be paid in accordance with Section 1-09.9. 19 20 8-01.5(2) Item Bids 21 °ESC Lead", per day. 22 23 "Turbidity Curtain", per linear foot. 24 25 "Biodegradable Erosion Control Blanket", per square yard. 26 27 "Plastic Covering", per square yard. 28 29 "Check Dam", per linear foot. 30 31 "Inlet Protection", per each. 32 33 "Gravel Filter Berm", per linear foot. 34 35 "Stabilized Construction Entrance", per square yard. 36 37 "Street Cleaning", per hour. 38 39 "Silt Fence", per linear foot. 40 41 "Wood Chip Berm", per linear foot. 42 43 "Compost Berm", per linear foot. 44 45 "Wattle", per linear foot. 46 47 "Compost Sock", per linear foot. 48 49 "Coir Log", per linear foot. 50 51 `Temporary Curb", per linear foot. 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-47 1 'Temporary Pipe Slope Drain", per linear foot. 2 3 'Temporary Seeding", per acre. 4 5 "Outlet Protection", per each. 6 7 "Tackifier", per acre, 8 9 "Erosion/Water Pollution Control", by force account as provided in Section 1-09.6. 10 11 Maintenance and removal of erosion and water pollution control devices including 12 removal and disposal of sediment, stabilization and rehabilitation of soil disturbed 13 by these activities, and any additional Work deemed necessary by the Engineer to 14 control erosion and water pollution will be paid by force account in accordance with 15 Section 1-09.6. 16 17 To provide a common Proposal for all Bidders, the Contracting Agency has entered an 18 amount in the Proposal to become a part of the Contractor's total Bid. 19 20 8-01.5(3) Reinstating Unit Items with Lump Sum Erosion Control and Water 21 Pollution Prevention 22 The Contract may establish the project as lump sum, in accordance with Section 8- 23 01.4(1) and also reinstate the measurement of one or more of the items described in 24 Section 8-01.4(2), except for Erosion/Water Pollution Control, by force account. When 25 that occurs, the corresponding payment provision in Section 8-01.5(2) is not deleted 26 and the Work under that item will be paid as specified. 27 28 8-01.5(4) Items not included with Lump Sum Erosion Control and Water Pollution 29 Prevention 30 Payment will be made for each of the following Bid items when they are included in the 31 Proposal: 32 33 "Compost Blanket', per square yard, 34 35 "Mulching", per acre 36 37 "Mulching with PAM", per acre 38 39 "Mulching with Short-Term Mulch", per acre. 40 41 "Mulching with Moderate-Term Mulch", per acre. 42 43 "Mulching with Long-Term Mulch", per acre. 44 45 "Seeding, Fertilizing and Mulching", per acre. 46 47 "Seeding and Fertilizing", per acre. 48 49 "Seeding and Fertilizing by Hand", per square yard. 50 51 "Second Application of Fertilizer", per acre. 52 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-48 1 "Liming", per acre. 2 3 "Mowing", per acre, 4 5 "Seeding and Mulching", per acre. 6 7 "High Visibility Fence", per linear foot. 8 9 8-02.AP8 10 Section 8-02, Roadside Restoration 11 January 2, 2018 12 8-02.2 Materials 13 The reference to the material "Soil" is revised to read "Topsoil". 14 15 8-02.5 Payment 16 The following new paragraph is inserted following the Bid item "Plant Selection ", per 17 each: 18 19 The unit Contract price for "Plant Selection ", per each shall be full pay for all Work 20 to perform the work as specified within the planting area prior to planting for weed 21 control, planting area preparation and installation of plants with initial watering. 22 23 The paragraph following the Bid item "PSIPE ", per each is revised to read: 24 25 The unit Contract price for "PSIPE ", per each, shall be full pay for all Work to 26 perform the work as specified within the planting area for weed control and planting 27 area preparation, planting, cleanup, and water necessary to complete planting 28 operations as specified to the end of first year plant establishment. 29 30 8-04.AP8 31 Section 8-04, Curbs, Gutters, and Spillways 32 April 2, 2018 33 8-04.2 Materials 34 In the first paragraph, the reference to "Portland Cement" is revised to read: 35 36 Cement 9-01 37 38 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways 39 The first paragraph is supplemented with the following: 40 41 Roundabout truck apron cement concrete curb and gutter shall be constructed with air 42 entrained concrete Class 4000 conforming to the requirements of Section 6-02. 43 44 8-06.AP8 45 Section 8-06, Cement Concrete Driveway Entrances 46 April 2, 2018 47 8-06.2 Materials 48 In the first paragraph, the reference to "Portland Cement" is revised to read: AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-49 1 2 Cement 9-01 3 4 8-06.3 Construction Requirements 5 The first paragraph is revised to read: 6 7 Cement concrete driveway approaches shall be constructed with air entrained concrete 8 Class 4000 conforming to the requirements of Section 6-02 or Portland Cement or 9 Blended Hydraulic Cement Concrete Pavement conforming to the requirements of 10 Section 5-05. 11 12 8-07.AP8 13 Section 8-07, Precast Traffic Curb 14 April 2, 2018 15 8-07.3(1) Installing Curbs 16 The first sentence of the first paragraph is revised to read: 17 18 The curb shall be firmly bedded for its entire length and breadth on a mortar bed 19 conforming to Section 9-20.4(3) composed of one part Portland cement or blended 20 hydraulic cement and two parts sand. 21 22 The fourth paragraph is revised to read: 23 24 All joints between adjacent pieces of curb except joints for expansion and/or drainage 25 as designated by the Engineer shall be filled with mortar composed of one part Portland 26 cement or blended hydraulic cement and two parts sand. 27 28 8-11.AP8 29 Section 8-11, Guardrail 30 August 6, 2018 31 8-11.3(1)C Terminal and Anchor Installation 32 The first paragraph is revised to read: 33 34 All excavation and backfilling required for installation of anchors shall be performed in 35 accordance with Section 2-09, except that the costs thereof shall be included in the unit 36 Contract price for the anchor installed. 37 38 The first sentence of the second to last paragraph is revised to read: 39 40 Assembly and installation of Beam Guardrail Non-flared Terminals for Type 31 guardrail 41 shall be supervised at all times by a manufacturer's representative, or an installer who 42 has been trained and certified by the manufacturer. 43 44 The last paragraph is revised to read: 45 46 Beam Guardrail Non-flared Terminals for Type 31 guardrail shall meet the crash test 47 and evaluation criteria in the Manual for Assessing Safety Hardware (MASH). 48 49 8-11.4 Measurement 50 The third paragraph is revised to read: AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-50 1 2 Measurement of beam guardrail terminal will be per each for the 3 completed terminal. 4 5 The fourth paragraph is revised to read; 6 7 Measurement of beam guardrail Type 31 buried terminal Type 2 will be per linear foot 8 for the completed terminal. 9 10 The sixth paragraph is revised to read: 11 12 Measurement of beam guardrail anchor Type 10 will be per each for the completed 13 anchor, including the attachment of the anchor to the guardrail. 14 15 8-11.5 Payment 16 The Bid item "Beam Guardrail Anchor Type ", per each is revised to read "Beam 17 Guardrail Anchor Type 10", per each. 18 19 The Bid item "Beam Guardrail Buried Terminal Type 1", per each is deleted from this 20 section. 21 22 The Bid item 'Beam Guardrail Buried Terminal Type 2", per linear foot and the following 23 paragraph are revised to read: 24 25 "Beam Guardrail Type 31 Buried Terminal Type 2", per linear foot. 26 27 The unit Contract price per linear foot for "Beam Guardrail Type 31 Buried Terminal 28 Type 2" shall be full payment for all costs to obtain and provide materials and perform 29 the Work as described in Section 8-11.3(1)C. 30 31 8-14.AP8 32 Section 8-14, Cement Concrete Sidewalks 33 April 2, 2018 34 8-14.2 Materials 35 In the first paragraph, the reference to "Portland Cement' is revised to read: 36 37 Cement 9-01 38 39 In the second paragraph, each reference to "Federal Standard 595" is revised to read "SAE 40 AMS Standard 595". 41 42 8-16.AP8 43 Section 8-16, Concrete Slope Protection 44 April 2, 2018 45 8-16.2 Materials 46 In the first paragraph, the last two material references are revised to read: 47 48 Poured Portland Cement or Blended Hydraulic Cement 49 Concrete Slope Protection 9-13.5(2) AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-51 I Pneumatically Placed Portland Cement or Blended 2 Hydraulic Cement Concrete Slope Protection 9-13.5(3) 3 4 8-17.AP8 5 Section 8-17, Impact Attenuator Systems 6 August 6, 2018 7 8-17.3 Construction Requirements 8 This section is supplemented with the following: 9 10 Impact attenuators shall meet the crash test and evaluation criteria of NCHRP 350 or 11 the Manual for Assessing Safety Hardware (MASH). 12 13 8-20.AP8 14 Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation 15 Systems, and Electrical 16 August 6, 2018 17 8-20.1(1) Regulations and Code 18 The last paragraph is revised to read: 19 20 Persons performing electrical Work shall be certified in accordance with and supervised 21 as required by RCW 19.28.161. Proof of certification shall be worn at all times in 22 accordance with WAC 296-46B-942. Persons failing to meet these certification 23 requirements may not perform any electrical work, and shall stop any active electrical 24 work, until their certification is provided and worn in accordance with this Section. 25 26 8-20.2(2) Equipment List and Drawings 27 This section is renumbered: 28 29 8-20.2(1) Equipment List and Drawings 30 31 8-20.3(4) Foundations 32 The second sentence of the first paragraph is revised to read: 33 34 Concrete for Type 11, 111, IV, V, and CCTV signal standards and light standard 35 foundations shall be Class 4000P and does not require air entrainment. 36 37 8-20.3(5)A General 38 The last two sentences of the last paragraph is deleted. 39 40 This section is supplemented with the following: 41 42 All conduits shall include a pull tape with the equipment grounding conductor. The pull 43 tape shall be attached to the conduit near the end bell or grounded end bushing, or to 44 duct plugs or caps if present, at both ends of the conduit. 45 46 8-20.3(8) Wiring 47 The seventeenth paragraph is supplemented with the following: 48 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-52 I Pulling tape shall meet the requirements of Section 9-29.1(10). Pull string may not be 2 used. 3 4 8-20.3(14)C Induction Loop Vehicle Detectors 5 Item number 2 is deleted. 6 7 Item numbers 3 through 12 are renumbered to 2 through 11, respectively. 8 9 8-21.AP8 10 Section 8-21, Permanent Signing 11 January 2, 2018 12 8-21.3(9)F Foundations 13 Item number 3 of the twelfth paragraph is supplemented with the following new sentence: 14 15 Class 4000P concrete for roadside sign structures does not require air entrainment. 16 17 9-02.AP9 18 Section 9-02, Bituminous Materials 19 April 2, 2018 20 9-02.1 Asphalt Material, General 21 The second paragraph is revised to read: 22 23 The Asphalt Supplier of Performance Graded (PG) asphalt binder and emulsified 24 asphalt shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 25 "Standard Practice for Asphalt Suppliers That Certify Performance Graded and 26 Emulsified Asphalts". The Asphalt Supplier's QCP shall be submitted and receive the 27 acceptance of the WSDOT State Materials Laboratory. Once accepted, any change to 28 the QCP will require a new QCP to be submitted for acceptance. The Asphalt Supplier 29 of PG asphalt binder and emulsified asphalt shall certify through the Bill of Lading that 30 the PG asphalt binder or emulsified asphalt meets the Specification requirements of the 31 Contract. 32 33 9-02.1(4) Performance Graded Asphalt Binder (PGAB) 34 This section's title is revised to read: 35 36 Performance Graded (PG) Asphalt Binder 37 38 The first paragraph is revised to read: 39 40 PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades 41 specified in the Contract shall be used in the production of HMA. For HMA with greater 42 than 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt 43 binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended in the 44 proportions of the mix design shall meet the PG asphalt binder requirements of 45 AASHTO M 332 Table 1 for the grade of asphalt binder specified by the Contract. 46 47 The second paragraph, including the table; is revised to read; 48 49 In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders 50 shall meet the following requirements: AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-53 1 Additional Requirements by .................................... .................. Performance Grade (PG)Asphalt Binders FTest PG58S- PG58H- PG58V- PG64H- PG64V- Average Method 22 22 22 PG64S-28 28 28 AASHTO T 350' 30% Min. 20%Min, 25% Min, 30% Min. 9 3.2 kPa Specimen conditioned in accordance with AASHTO T 240- RTFO. 2 3 The third paragraph is revised to read: 4 5 The RTFO Jr,ra;rr and the PAV direct tension specifications of AASHTO M 332 are not 6 required. 7 8 This section is supplemented with the following: 9 10 If the asphalt binder verification sample test results fail to meet AASHTO Test Method T 11 350 "Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of 12 Asphalt Binder Using a Dynamic Shear Rheometer (DSR)" for average percent recovery 13 @ 3.2 kPa for the applicable grades of binder in accordance with Section 9-02.1(4), the 14 Contracting Agency may elect to test the sample using AASHTO Test Method T 301 15 "Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a 16 Ductilometer." 17 18 When AASHTO T 301 is used, a minimum of 65% elastic recovery (ER) will be required 19 when tested at 25°C ± 0.5°C. 20 21 9-02.1(6) Cationic Emulsified Asphalt 22 This section is revised to read: 23 24 Cationic Emulsified Asphalt meeting the requirements of AASHTO M 208 Table 1 of the 25 grades specified in the Contract shall be used. 26 27 9-02.5 Warm Mix Asphalt (WMA) Additive 28 This section, including title, is revised to read: 29 30 9-02.5 HMAAdditive 31 Additives for HMA shall be accepted by the Engineer. 32 33 9-03.AP9 34 Section 9-03, Aggregates 35 October 30, 2018 36 9-03.1 Aggregates for Portland Cement Concrete 37 This section's title is revised to read: 38 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-54 1 Aggregates for Concrete 2 3 9-03.1(1) General Requirements 4 The first two sentences of the first paragraph are revised to read: 5 6 Concrete aggregates shall be manufactured from ledge rock, talus, or sand and gravel 7 in accordance with the provisions of Section 3-01. Reclaimed aggregate may be used if 8 it complies with the specifications for concrete. 9 10 The second paragraph (up until the colon) is revised to read: 11 12 Aggregates for concrete shall meet the following test requirements: 13 14 The second sentence of the second to last paragraph is revised to read: 15 16 The Contractor shall submit test results according to ASTM C1567 through the Engineer 17 to the State Materials Laboratory that demonstrate that the proposed fly ash when used 18 with the proposed aggregates and cement will control the potential expansion to 0.20 19 percent or less before the fly ash and aggregate sources may be used in concrete. 20 21 9-03.1(2) Fine Aggregate for Portland Cement Concrete 22 This section's title is revised to read: 23 24 Fine Aggregate for Concrete 25 26 9-03.1(4) Coarse Aggregate for Portland Cement Concrete 27 This section's title is revised to read: 28 29 Coarse Aggregate for Concrete 30 31 9-03.1(4)C Grading 32 The first paragraph (up until the colon) is revised to read: 33 34 Coarse aggregate for concrete when separated by means of laboratory sieves shall 35 conform to one or more of the following gradings as called for elsewhere in these 36 Specifications, Special Provisions, or in the Plans: 37 38 9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete 39 This section's title is revised to read: 40 41 Combined Aggregate Gradation for Concrete 42 43 9-03.1(5)B Grading 44 In the last paragraph, "WSDOT FOP for WAQTC/AASHTO T 27/T 11" is revised to read 45 "FOP for WAQTC/AASHTO T 27/T 11". 46 47 9-03.2 Aggregate for Job-Mixed Portland Cement Mortar 48 This section's title is revised to read: 49 50 Aggregate for Job-Mixed Portland Cement or Blended Hydraulic Cement Mortar 51 52 The first sentence of the first paragraph is revised to read: AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-55 1 2 Fine aggregate for portland cement or blended hydraulic cement mortar shall consist of 3 sand or other inert materials, or combinations thereof, accepted by the Engineer, having 4 hard, strong, durable particles free from adherent coating. 5 6 9-03.4(1) General Requirements 7 The first paragraph (up until the colon) is revised to read: 8 9 Aggregate for bituminous surface treatment shall be manufactured from ledge rock, 10 talus, or gravel, in accordance with Section 3-01. Aggregates for Bituminous Surface 11 Treatment shall meet the following test requirements: 12 13 9-03.8(1) General Requirements 14 The first paragraph (up until the colon) is revised to read: 15 16 Aggregates for Hot Mix Asphalt shall meet the following test requirements: 17 18 9-03.8(2) HMA Test Requirements 19 The two tables in the second paragraph are replaced with the following three tables: 20 .__._______................................_____...____...........__.....__....... _w..._____...._..................... HMA Class Mix Criteria 1/8 inch Y2 inch 3/a inch 1 inch _.. —........ ..—.—. .......iF ._..—................... ........................... ....................- — - Min. Max. Min. Max, Min. Max, Min. Max, Voids in Mineral -- _Lgre9ate VMA , % 5.0 14.0 13,0 12.0 Voids Filled With Asphalt(VFA), % ESAL's (millions) VFA < 0.3 70 80 70 80 70 80 67 80 m_.......t...m---3...........................................m_......�.____ _...........-_7.8"....m.m. _m.........__.m... ---_m........m..... --------mm-5............m.m.....................m.m--- _6_.........�........_.__m 0.3 to < 3 65 78 65 78 65 78 65 78 >_3 73 76 65 75 65 75 65 75 DUst1ASDhalt Ratio 0.6 1.6 0.6 1.6 0.6 1.6 06 1.6 ................. 21 Test Method ESAL's (millions) Number of Passes Hamburg Wheel-Track Testing, FOP for <0.3 10,000 AASHTO T 324 Minimum Number of Passes with no Stripping Inflection Point 0,3 to< 3 12,500 and Maximum Rut Depth of 10mm >3 15,000 Indirect Tensile (IDT) Strength (psi) of Bituminous Materials FOP for ASTM D6931 175 Maximum 22 ESAL's (millions) N initial N design N maximum < 0.3 4591.5 96.0 <_ 98.0 % Gmm 0.3to < 3 590.5 96.0 <_ 98.0 >_ 3 <_89.0 96.0 <_98.0 Gyratory Compaction .......... .`.t"o< ....... ............... 6 ......... 50 ........m ......... 75 ............ (number of gyrations) ______0 3_to-- ____ _______..----....................______. __--.__- _7.5 _ ____ __......�..�..5....._____ >3u $___ _100 _ 160 23 24 9-03.8(7) HMA Tolerances and Adjustments 25 In the table in item number 1, the fifth row is revised to read: 26 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-56 Asphalt binder +0.7% 1 2 In the table in item number 1, the following new row is inserted before the last row„ 3 _ _..... ...... Voids in Mineral Aqqreqate, VMA 4 5 9-03.9(1) Ballast 6 The second paragraph (up until the colon) is revised to read: 7 8 Aggregates for ballast shall meet the following test requirements;. 9 10 9-03.14(4) Gravel Borrow for Structural Earth Wall 11 The second sentence of the first paragraph is revised to read: 12 13 The material shall be substantially free of shale or other soft, poor durability particles, 14 and shall not contain recycled materials, such as glass, shredded tires, concrete rubble, 15 or asphaltic concrete rubble. 16 17 9-03.21(1)B Recycled Concrete Aggregate Approval and Acceptance 18 This section is supplemented with the following new subsection: 19 20 9-03.21(1)B1 Recycled Concrete Aggregate Approval and Acceptance 21 Recycled concrete aggregate may be approved through a three tiered system that 22 consists of the following: 23 Tier 1 Approval Requirements Approval of the Reclamation Facility is not required. Acceptance Requirements Certification of toxicity characteristics in accordance with Section 9-03.21(1). Field acceptance testing in accordance with Section 3-04, Approved to provide the following Aggregate Materials: ........................... - _ 9-03.10 Aggregate for Gravel Base 9-03.12(1)B Gravel Backfill for Foundations Class B 9-03.12(2) Gravel Backfill for Walls 9-03.12(3) Gravel Backfill for Pipe Zone Bedding 9-03.14(1) Gravel Borrow 9-03.14(2) Select Borrow 9-03.14(2) Select Borrow (greater than 3 feet below subgrade and side slope) 9-03.14(3) Common Borrow 9-03.14(3) Common Borrow (greater than 3 feet below subgrade and side slope) 9-03.17 Foundation Material Class A and Class B 9-03.18 Foundation Material Class C 9-03.19 Bank Run Gravel for Trench Backfill 24 Tier 2 Approval Requirements IThe Reclamation Facility shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 9 "Standard Practice for Approval AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-57 of Reclamation mFacilities of WSDOT Recycled Concrete and Returned Concrete". The Reclamation Facility's QCP shall be submitted and approved by the WSDOT State Materials Laboratory. Once accepted, any changes to the QCP will require a new QCP to be submitted for acceptance. Evaluation of aggregate source properties (LA Wear and Degradation) for the recycled concrete agqreqate is not required. Acceptance Requirements Certification of toxicity characteristics in accordance with Section 9-03.21(1), required if requested. Field acceptance testing in accordance with Section 3-04 is required. Provide certification in accordance with WSDOT QC 9 for every lot. A lot shall be no larger than 10.000 tons. _ Approved to provide the following Agre ate Materials: Tier 1 aggregate materials 9-03.1 Coarse Aggregate for Commercial Concrete or Concrete class 3000 9-03.9(1) Ballast 9-03.9(2) Permeable Ballast 9-03.9(3) Crushed Surfacing 9-03.12 1 A Gravel Backfill for Foundations Class A Tier 3 lie ........................_..._.__ Approval Requirements The Reclamation Facility shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 10 "Standard Practice for Approval of Reclamation Facilities of Recycled Concrete Aggregates from Stockpiles of Unknown Sources". The Reclamation Facility's QCP shall be submitted and approved by the WSDOT State Materials Laboratory. Once accepted, any changes to the QCP will require a new QCP to be submitted for acceptance. Evaluation of aggregate source properties (LA Wear and Degradation)for the recycled concrete agqreqate is required. Acceptance Requirements Certification of toxicity characteristics in ....,.,., accordance with Section 9-03.21(1) is required. Field acceptance testing in accordance with Section 3-04 is required. Provide certification in accordance with WSDOT QC 10 for every lot. A lot shall be no larger than 10,000 tons Approved to provide the following Aggregate Materials: Tier 1 aggregate materials 9-03.1 Coarse Aggregate for Commercial Concrete or Concrete class 3000 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-58 9-03.9(1) Ballast 9-03.9(2) Permeable Ballast 9-03.9(3) Crushed Surfacing 9-03.12 1'A Gravel Backfill for Foundations Class A 1 2 For Reclamation Facilities that do not participate in Tier 2 and Tier 3, approval of 3 recycled concrete aggregate will be in accordance with Section 9-03.21(1), and 4 acceptance will be in accordance with Section 3-04. 5 6 9-03.21(1)E Table on Maximum Allowable percent (By Weight) of Recycled 7 Material 8 "Portland Cement' is deleted from the first two rows in the table. 9 10 The first column of the third row is revised to read: 11 12 Coarse Aggregate for Commercial Concrete and Class 3000 Concrete 13 14 9-04.AP9 15 Section 9-04, Joint and Crack Sealing Materials 16 April 2, 2018 17 9-04.1(2) Premolded Joint Filler for Expansion Joints 18 In this section, each reference to "AASHTO T 42" is revised to read "ASTM D 545". 19 20 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement 21 This section is supplemented with the following: 22 23 Hot poured sealant for cement concrete pavement is acceptable for installations in joints 24 where cement concrete pavement abuts a bituminous pavement. 25 26 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement 27 This section is supplemented with the following: 28 29 Hot poured sealant for bituminous pavement is acceptable for installations in joints 30 where cement concrete pavement abuts a bituminous pavement. 31 32 9-04.2(1)B Sand Slurry for Bituminous Pavement 33 Item number 2 of the first paragraph is revised to read: 34 35 2. Two percent portland cement or blended hydraulic cement, and 36 37 9-04.3 Joint Mortar 38 The first paragraph is revised to read: 39 40 Mortar for hand mortared joints shall conform to Section 9-20.4(3) and consist of one 41 part portland cement or blended hydraulic cement, three parts fine sand, and sufficient 42 water to allow proper workability. 43 AMENDMENTS TO THE 2015 STANDARD SPECIFICATIONS October 30,2018 AMD-59 1 9-05.AP9 2 Section 9-05, Drainage Structures and Culverts 3 April 2, 2018 4 9-05.3(1)C Age at Shipment 5 The last sentence of the first paragraph is revised to read: 6 7 Unless it is tested and accepted at an earlier age, it shall not be considered ready for 8 shipment sooner than 28 days after manufacture when made with Type I I portland 9 cement or blended hydraulic cement, nor sooner than 7 days when made with Type III 10 portland cement. 11 12 9-06.AP9 13 Section 9-06, Structural Steel and Related Materials 14 August 6, 2018 15 9-06.5 Bolts 16 This section's title is revised to read: 17 18 Bolts and Rods 19 20 9-06.5(4) Anchor Bolts 21 This section, including title, is revised to read: 22 23 9.06.5(4) Anchor Bolts and Anchor Rods 24 Anchor bolts and anchor rods shall meet the requirements of ASTM F1554 and, unless 25 otherwise specified, shall be Grade 105 and shall conform to Supplemental 26 Requirements S2, S3, and S4. 27 28 Nuts for ASTM F1554 Grade 105 black anchor bolts and anchor rods shall conform to 29 ASTM A563, Grade D or DH. Nuts for ASTM F1554 Grade 105 galvanized anchor bolts 30 and anchor rods shall conform to either ASTM A563, Grade DH, or AASHTO M292, 31 Grade 21-1, and shall conform to the overlapping, lubrication, and rotational testing 32 requirements in Section 9-06.5(3). Nuts for ASTM F1554 Grade 36 or 55 black or 33 galvanized anchor bolts and anchor rods shall conform to ASTM A563, Grade A or DH. 34 Washers shall conform to ASTM F436. 35 36 The bolts and rods shall be tested by the manufacturer in accordance with the 37 requirements of the pertinent Specification and as specified in these Specifications. 38 Anchor bolts, anchor rods, nuts, and washers shall be inspected prior to shipping to the 39 project site. The Contractor shall submit to the Engineer for acceptance a 40 Manufacturer's Certificate of Compliance for the anchor bolts, anchor rods, nuts, and 41 washers, as defined in Section 1-06.3. If the Engineer deems it appropriate, the 42 Contractor shall provide a sample of the anchor bolt, anchor rod, nut, and washer for 43 testing. 44 45 All bolts, rods, nuts, and washers shall be marked and identified as required in the 46 pertinent Specification. 47 48 9-06.17 Vacant 49 This section, including title, is revised to read: 50 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-60 1 9-06.17 Noise Barrier Wall Access Door 2 Access door frames shall be formed of 14-gauge steel to the size and dimensions 3 shown in the Plans. The access door frame head and jamb members shall be mitered, 4 securely welded, and ground smooth. Each head shall have two anchors and each jamb 5 shall have three anchors. The hinges shall be reinforced with '/4-inch by 12-inch plate, 6 width equal to the full inside width of the frame. 7 8 Access doors shall be full flush 1-'/-inch thick seamless doors with a polystyrene core. 9 Door faces shall be constructed with smooth seamless 14-gauge roller-levered, cold- 10 rolled steel sheet conforming to ASTM A 792 Type SS, Grade 33 minimum, Coating 11 Designation AZ55 minimum. The vertical edges shall be neat interlocked hemmed edge 12 seam. The top and bottom of the door shall be enclosed with 14-gauge channels. 13 Mortise and reinforcement for locks and hinges shall be 10-gauge steel. Welded top cap 14 shall be ground and filled for exterior applications. The bottom channel shall have weep 15 holes. 16 17 Each access door shall have three hinges. Access door hinges shall be ASTM A 276 18 Type 316 stainless steel, 4-1/2-inches square, with stainless steel ball bearing and non- 19 removable pins. 20 21 Each access door shall have two pull plates. The pull plates shall be ASTM A 240 Type 22 316 stainless steel, with a grip handle of one-inch diameter and 8 to 10-inches in length. 23 24 The door assembly shall be fabricated and assembled as a complete unit including all 25 hardware specified prior to shipment. 26 27 9-06.18 Metal Bridge Railing 28 The second sentence of the first paragraph is revised to read: 29 30 Steel used for metal railings, when galvanized after fabrication in accordance with 31 AASHTO M111, shall have a controlled silicon content of either 0.00 to 0.06 percent or 32 0.15 to 0.25 percent. 33 34 9-07.AP9 35 Section 9-07, Reinforcing Steel 36 April 2, 2018 37 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and 38 Cement Concrete Pavement Rehabilitation) 39 The first paragraph (up until the colon) is revised to read: 40 41 Corrosion resistant dowel bars shall be 1112 inch outside diameter plain round steel bars 42 or tubular bars 18 inches in length and meet the requirements of one of the following: 43 44 Item number 4 and 5 of the first paragraph are revised to read; 45 46 4. Corrosion-resistant, low-carbon, chromium plain steel bars for concrete 47 reinforcement meeting all the requirements of ASTM A 1035 Alloy Type CS Grade 48 100 or Alloy Type CS Grade 120. 49 50 5. Zinc Clad dowel bars shall be 1'/2 inch solid bars or tubular bars with 1.695 inch 51 outside diameter by 0.120 inch wall and shall have a minimum 0.035 inch A710 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-61 1 Zinc alloy clad to a plain steel inner bar meeting the chemical and physical 2 properties of AASHTO M 31, Grade 60, or AASHTO M 255, Grade 60. A710 Zinc 3 shall be composed of: zinc: 99.5 percent, by weight, minimum; copper: 0.1-0.25 4 percent, by weight; and iron: 0.0020 percent, by weight, maximum. Each end of 5 tubular bars shall be plugged using a snug-fitting insert to prohibit any intrusion of 6 concrete or other materials. 7 8 9-08.AP9 9 Section 9-08, Paints and Related Materials 10 January 2, 2018 11 9-08.1(2)K Orange Equipment Enamel 12 In the second sentence of the first paragraph, the reference to "Federal Standard 595" is 13 revised to read "SAE AMS Standard 595". 14 15 9-08.1(8) Standard Colors 16 In the first paragraph, the reference to "Federal Standard 595" is revised to read "SAE AMS 17 Standard 595". 18 19 9-13.AP9 20 Section 9-13, Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion 21 and Scour Protection and Rock Walls 22 April 2, 2018 23 9-13.1(1) General 24 The last paragraph is revised to read: 25 26 Riprap and quarry spalls shall be free from segregation, seams. cracks, and other 27 defects tending to destroy its resistance to weather and shall meet the following test 28 requirements: 29 30 9-13.5 Concrete Slope Protection 31 This section is revised to read: 32 33 Concrete slope protection shall consist of reinforced portland cement or blended 34 hydraulic cement concrete poured or pneumatically placed upon the slope with a 35 rustication joint pattern or semi-open concrete masonry units placed upon the slope 36 closely adjoining each other. 37 38 9-13.5(2) Poured Portland Cement Concrete Slope Protection 39 This section's title is revised to read: 40 41 Poured Portland Cement or Blended Hydraulic Cement Concrete Slope Protection 42 43 9-13.5(3) Pneumatically Placed Portland Cement Concrete Slope Protection 44 This section's title is revised to read: 45 46 Pneumatically Placed Portland Cement or Blended Hydraulic Cement Concrete 47 Slope Protection 48 49 The first paragraph is revised to read: AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMS-62 1 2 Cement —This material shall be portland cement or blended hydraulic cement as 3 specified in Section 9-01. 4 5 9-13.7(1) Rock for Rock Walls and Chinking Material 6 The first paragraph (up until the colon) is revised to read: 7 8 Rock for rock walls and chinking material shall be hard, sound and durable material, 9 free from seams, cracks, and other defects tending to destroy its resistance to weather, 10 and shall meet the following test requirements: 11 12 9-14.AP9 13 Section 9-14, Erosion Control and Roadside Planting 14 August 6, 2018 15 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs) 16 In Table 1, the last four rows are deleted. 17 18 9-14.4(2)A Long-Term Mulch 19 The first paragraph is supplemented with the following: 20 21 Products containing cellulose fiber produced from paper or paper components will not 22 be accepted. 23 24 Table 2 is supplemented with the following new rows: 25 Water Holdino Capacity ASTM D 7367 800 percent minimum_ Organic Matter Content AASHTO T 267 90 percent minimum Seed Germination ASTM D 7322 Long Term Enhancement 420 percent minimum 26 27 28 9-14.4(2)B Moderate-Term Mulch 29 This section is revised to read: 30 31 Within 48 hours of application, the Moderate-Term Mulch shall bond with the soil 32 surface to create a continuous, absorbent, flexible, erosion-resistant blanket. Moderate- 33 Term Mulch shall effectively perform the intended erosion control function in accordance 34 with Section 8-01.3(1) for a minimum of 3 months, or until temporary vegetation has 35 been established, whichever comes first. 36 37 Moderate-Term Mulch shall not be used in conjunction with permanent seeding. 38 39 9-14.4(2)C Short-Term Mulch 40 This section is revised to read: 41 42 Short-Term Mulch shall effectively perform the intended erosion control function in 43 accordance with Section 8-01.3(1) for a minimum of 2 months, or until temporary 44 vegetation has been established, whichever comes first. Short-Term Mulch shall not be 45 used in conjunction with permanent seeding. 46 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-63 1 9-16.AP9 2 Section 9-16, Fence and Guardrail 3 August 6, 2018 4 9-16.3(1) Rail Element 5 The last sentence of the first paragraph is revised to read: 6 7 All rail elements shall be formed from 12-gage steel except for thrie beam reducer 8 sections, reduced length thrie beam rail elements, thrie beams used for bridge rail 9 retrofits, and Design F end sections, which shall be formed from 10-gage steel. 10 11 9-16.3(5) Anchors 12 The last paragraph is revised to read: 13 14 Cement grout shall conform to Section 9-20.3(4) and consist of one part portland 15 cement or blended hydraulic cement and two parts sand. 16 17 9-18.AP9 18 Section 9-18, Precast Traffic Curb 19 April 2, 2018 20 9-18.1(1) Aggregates and Proportioning 21 Item number 1 of the first paragraph is revised to read: 22 23 1. Portland cement or blended hydraulic cement shall conform to the requirements of 24 Section 9-01 except that it may be Type I portland cement conforming to AASHTO 25 M 85. 26 27 9-20.AP9 28 Section 9-20, Concrete Patching Material, Grout, and Mortar 29 August 6, 2018 30 9-20.1 Patching Material 31 This section, including title, is revised to read: 32 33 9-20.1 Patching Material for Cement Concrete Pavement 34 Concrete patching material shall be prepackaged mortar extended with aggregate. The 35 amount of aggregate for extension shall conform to the manufacturer's 36 recommendation. 37 38 Patching mortar and patching mortar extended with aggregate shall contain 39 cementitious material and conform to Sections 9-20.1(1) and 9-20.1(2). The 40 Manufacturer shall use the services of a laboratory that has an equipment calibration 41 verification system and a technician training and evaluation process in accordance with 42 AASHTO R 18 to perform all tests specified in Section 9-20.1. 43 44 9-20.1(1) Patching Mortar 45 Patching mortar shall conform to the following requirements: 46 Compressive Strength ASTM Test Method Specification ............. ......................_._............._.............................. _. ..._._........._..........._._._. at 3 hours C 39 Minimum 3,000 psi AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 1 AMD-64 at 24 hours C 39 Minimum 5,000 si _.... ...... . ......m. ..m.m........ .m... _...� _.. Length Change _ .._..........................._ at 28 days C 157 0.15 percent maximum Total Chloride Ion Content C 1218 1 Iblytl' maximum Bond Strength at 24 hours C 882 (As modified by C Minimum 1,000 psi 928, Section 9.5) Scaling Resistance (at 25 C 672 (As modified by C 1 Ib/ftz maximum cycles of freezing and 928, Section 9.4) thawinq) 1 2 9-20.1(2) Patching Mortar Extended with Aggregate 3 Patching mortar extended with aggregate shall meet the following requirements: 4 Compressive Strength ASTM Test Method Specification at 3 hours C 39 Minimum 3,000 psi at 24 hours C 39 Minimum 5,000 psi .-..__ Length Cha. at 28 days C 157 0.15 ercent maximum Bond Strength _.......------------------ .....m......,...... at 24 hours C 882 (As modified by Minimum 1,000 psi ASTM C928, Section 9.5) Scaling Resistance (at 25 C 672 2 Maximum Visual Rating cycles of freezing and thawing) Freeze thaw C 666 Maximum expansion 0.10% Minimum durability 90.0% 5 6 9-20.1(3) Aggregate 7 Aggregate used to extend the patching mortar shall conform to Section 9-03.1(4) 8 and be AASHTO Grading No. 8. A Manufacturer's Certificate of Compliance shall 9 be submitted showing the aggregate source and the gradation. Mitigation for Alkali 10 Silica Reaction (ASR) will not be required for the extender aggregate used for 11 concrete patching material. 12 13 9-20.1(4) Water 14 Water shall meet the requirements of Section 9-25.1. The quantity of water shall be 15 within the limits recommended by the repair material manufacturer. 16 17 9-20.2 Specifications 18 This section, including title, is revised to read: 19 20 9-20.2 Patching Material for Concrete Structure Repair 21 Concrete patching material shall be a prepackaged mixture of portland or blended 22 hydraulic cement, aggregate, and admixtures. Fly ash, ground granulated blast furnace 23 slag and microsilica fume may be used. The concrete patching material may be 24 shrinkage compensated. The concrete patching material shall also meet the following 25 requirements: 26 27 Compressive strength of 6000 psi or higher at 28 days in accordance with 28 AASHTO T 22 (ASTM C 39), unless noted otherwise AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-65 1 2 Bond strength of 250 psi or higher at 28 days or less in accordance with ASTM 3 C 1583 or ICRI 210.3R 4 5 Shrinkage shall be 0.05 percent (500 microstrain) or lower at 28 days in 6 accordance with AASHTO T 160 (ASTM C 157) as modified by ICRI 320.3R 7 8 Permeability shall be 2,000 coulombs or lower at 28 days in accordance with 9 AASHTO T 277 (ASTM C 1202) 10 11 Freeze-thaw resistance shall have a durability factor of 90 percent or higher 12 after a minimum of 300 cycles in accordance with AASHTO T 161 Procedure A 13 (ASTM C 666) 14 15 Soluble chloride ion limits in Section 6-02.3(2) shall be satisfied 16 17 9-20.2(1) Patching Mortar 18 This section, including title, is deleted in its entirety. 19 20 9-20.2(2) Patching Mortar Extended with Aggregate 21 This section, including title, is deleted in its entirety. 22 23 9-20.5 Bridge Deck Repair Material 24 Item number 3 of the first paragraph is revised to read: 25 26 3. Permeability of less than 2,000 coulombs at 28-days or more in accordance with 27 AASHTO T 277. 28 29 9-21.AP9 30 Section 9-21, Raised Pavement Markers (RPM) 31 January 2, 2018 32 9-21.2 Raised Pavement Markers Type 2 33 This section's content is deleted. 34 35 9-21.2(1) Physical Properties 36 This section, including title, is revised to read: 37 38 9-21.2(1) Standard Raised Pavement Markers Type 2 39 The marker housing shall contain reflective faces as shown in the Plans to reflect 40 incident light from either a single or opposite directions and meet the requirements of 41 ASTM D 4280 including Flexural strength requirements. 42 43 9-21.2(2) Optical Requirements 44 This section, including title, is revised to read 45 46 9.21.2(2) Abrasion Resistant Raised Markers Type 2 47 Abrasion Resistant Raised Markers Type 2 shall comply with Section 9-21.2(1) and 48 meet the requirements of ASTM D 4280 with the following additional requirement: The 49 coefficient of luminous intensity of the markers shall be measured after subjecting the 50 entire lens surface to the test described in ASTM D 4280 Section 9.5 using a sand drop AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-66 I apparatus. After the exposure described above, retroreflected values shall not be less 2 than 0.5 times a nominal unblemished sample. 3 4 9-21.2(3) Strength Requirements 5 This section is deleted in its entirety. 6 7 9-26.AP9 8 Section 9-26, Epoxy Resins 9 April 2, 2018 10 9-26.1(2) Packaging and Marking 11 The second paragraph is revised to read: 12 13 Containers shall be identified as "Component A° (contains the Epoxy Resin) and 14 "Component B" (Contains the Curing Agent) and shall show the type, grade, class, and 15 mixing directions as defined by these Specifications. Each container shall be marked by 16 permanent marking with the name of the formulator, the lot or batch number, the date of 17 packaging, expiration date and the quantity contained in pounds or gallons. If the two 18 containers are furnished in a single cartridge, that cartridge shall be marked by 19 permanent marking to the cartridge with the name of the formulator and the lots or batch 20 numbers for both Component A and Component B, the date of packaging, expiration 21 date, and the quantity contained in ounces or milliliters. 22 23 9-28.AP9 24 Section 9-28, Signing Materials and Fabrication 25 April 2, 2018 26 9-28.10 Vacant 27 This section, including title, is revised to read: 28 29 9-28.10 Digital Printing 30 Transparent and opaque durable inks used in digital printed sign messages shall be as 31 recommended by the manufacturer. When properly applied, digital printed colors shall 32 have a warranty life of the base retroreflective sign sheeting. Digital applied colors shall 33 present a smooth surface, free from foreign material, and all messages and borders 34 shall be clear and sharp. Digital printed signs shall conform to 70% of the retroreflective 35 minimum values established for its type and color. Digitally printed signs shall meet the 36 daytime color and luminance, and nighttime color requirements of ASTM D 4956. No 37 variations in color or overlapping of colors will be permitted. Digital printed permanent 38 traffic signs shall have an integrated engineered match component clear protective 39 overlay recommended by the sheeting manufacturer applied to the entire face of the 40 sign. On Temporary construction/maintenance signs printed with black ink only, the 41 protective overlay film is optional, as long as the finished sign has a warranty of a 42 minimum of three years from sign sheeting manufacturer. 43 44 All digital printed traffic control signs shall be an integrated engineered match 45 component system. The integrated engineered match component system shall consist 46 of retroreflective sheeting, durable ink(s), and clear overlay film all from the same 47 manufacturer applied to aluminum substrate conforming to Section 9-28.8. 48 49 The sign fabricator shall use an approved integrated engineered match component 50 system as listed on the Qualified Products List (QPL). Each approved digital printer AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-67 1 shall only use the compatible retroreflective sign sheeting manufacturer's engineered 2 match component system products. 3 4 Each retroreflective sign sheeting manufacturer/integrated engineered match 5 component system listed on the QPL shall certify a department approved sign fabricator 6 is approved to operate their compatible digital printer. The sign fabricator shall re-certify 7 annually with the retroreflective sign manufacturer to ensure their digital printer is still 8 meeting manufacturer's specifications for traffic control signs. Documentation of each 9 re-certification shall be submitted to the QPL Engineer annually. 10 11 9-28.11 Hardware 12 The last paragraph is revised to read: 13 14 All steel parts shall be galvanized in accordance with AASHTO M111. Steel bolts and 15 related connecting hardware shall be galvanized in accordance with ASTM F 2329. 16 17 9-28.14(2) Steel Structures and Posts 18 The first sentence of the third paragraph is revised to read: 19 20 Anchor rods for sign bridge and cantilever sign structure foundations shall conform to 21 Section 9-06.5(4), including Supplemental Requirement S4 tested at -20°F. 22 23 In the second sentence of the fourth paragraph, "AASHTO M232" is revised to read 'ASTM 24 F 2329". 25 26 The first sentence of the fifth paragraph is revised to read: 27 28 Except as otherwise noted, steel used for sign structures and posts shall have a 29 controlled silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. 30 31 The last sentence of the last paragraph is revised to read: 32 33 If such modifications are contemplated, the Contractor shall submit a Type 2 Working 34 Drawing of the proposed modifications. 35 36 9-29.AP9 37 Section 9-29, Illumination, Signal, Electrical 38 August 6, 2018 39 9-29.1 Conduit, Innerduct, and Outerduct 40 This section is supplemented with the following new subsection: 41 42 9-29.1(10) Pull Tape 43 Pull tape shall be pre-lubricated polyester pulling tape. The pull tape shall have a 44 minimum width of 1/2-inch and a minimum tensile strength of 500 pounds. Pull tape may 45 have measurement marks. 46 47 9-29.2(1) Junction Boxes 48 The first paragraph is revised to read: 4'9 50 For the purposes of this Specification concrete is defined as portland cement or blended 51 hydraulic cement concrete and non-concrete is all others. AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-68 1 2 9-29.2(1)A2 Non-Concrete Junction Boxes 3 The first paragraph is revised to read: 4 5 Material for the non-concrete junction boxes shall be of a quality that will provide for a 6 similar life expectancy as portland cement or blended hydraulic cement concrete in a 7 direct burial application. 8 9 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes 10 In the table in the last paragraph, the fourth, fifth and sixth rows are revised to read: 11 SlipwResistant Lid ASTM A36 steel Frame ASTM A36 steel Slip Resistant Frame ASTM A36 steel 12 13 9-29.6 Light and Signal Standards 14 In the first sentence of the third paragraph, "AASHTO M232" is revised to read "ASTM F 15 2329". 16 17 Item number 2 of the last paragraph is revised to read: 18 19 2. The steel light and signal standard fabricator's shop drawing submittal, including 20 supporting design calculations, submitted as a Type 2E Working Drawing in 21 accordance with Section 8-20.2(1) and the Special Provisions. 22 23 9-29.6(1) Steel Light and Signal Standards 24 In the second paragraph, "AASHTO M232° is revised to read "ASTM F 2329". 25 26 The first sentence of the last paragraph is revised to read: 27 28 Steel used for light and signal standards shall have a controlled silicon content of either 29 0.00 to 0.06 percent or 0.15 to 0.25 percent. 30 31 9-29.6(5) Foundation Hardware 32 In the last paragraph, "AASHTO M232" is revised to read "ASTM F 2329". 33 34 9-29.10(1) Conventional Roadway Luminaires 35 This section is revised to read: 36 37 All conventional roadway luminaires shall meet 3G vibration requirements as described 38 in ANSI C136.31. 39 40 All luminaires shall have housings fabricated from aluminum. The housing shall be 41 painted flat gray, SAE AMS Standard 595 color chip No. 26280, unless otherwise 42 specified in the Contract. Painted housings shall withstand a 1,000 hour salt spray test 43 as specified in ASTM B117. 44 45 Each housing shall include a four bolt slip-fitter mount capable of accepting a nominal 2" 46 tenon and adjustable within +/- 5 degrees of the axis of the tenon. The clamping 47 bracket(s) and the cap screws shall not bottom out on the housing bosses when 48 adjusted within the +/- 5 degree range. No part of the slipfitter mounting brackets on the AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMO-69 1 luminaires shall develop a permanent set in excess of 0.2 inch when the cap screws 2 used for mounting are tightened to a torque of 32 foot-pounds. Each luminaire shall 3 include leveling reference points for both transverse and longitudinal adjustment. 4 5 All luminaires shall include shorting caps when shipped. The caps shall be removed and 6 provided to the Contracting Agency when an alternate control device is required to be 7 installed in the photocell socket. House side shields shall be included when required by 8 the Contract. Order codes shall be modified to the minimum extent necessary to include 9 the option for house side shields. 10 11 This section is supplemented with the following new subsections: 12 13 9-29.10(1)A High Pressure Sodium (HPS) Conventional Roadway Luminaires 14 HPS conventional roadway luminaires shall meet the following requirements: 15 16 1. General shape shall be "cobrahead" style, with flat glass lens and full cutoff 17 optics. 18 19 2. Light pattern distribution shall be IES Type III. 20 21 3. The reflector of all luminaires shall be of a snap-in design or secured with 22 screws. The reflector shall be polished aluminum or prismatic borosilicate 23 glass. 24 25 4. Flat lenses shall be formed from heat resistant, high-impact, molded 26 borosilicate or tempered glass. 27 28 5. The lens shall be mounted in a doorframe assembly, which shall be hinged to 29 the luminaire and secured in the closed position to the luminaire by means of 30 an automatic latch. The lens and doorframe assembly, when closed, shall 31 exert pressure against a gasket seat. The lens shall not allow any light output 32 above 90 degrees nadir. Gaskets shall be composed of material capable of 33 withstanding the temperatures involved and shall be securely held in place. 34 35 6. The ballast shall be mounted on a separate exterior door, which shall be 36 hinged to the luminaire and secured in the closed position to the luminaire 37 housing by means of an automatic type of latch (a combination hex/slot 38 stainless steel screw fastener may supplement the automatic-type latch). 39 40 7. Each luminaire shall be capable of accepting a 150, 200, 250, 310, or 400 watt 41 lamp complete and associated ballast. Lamps shall mount horizontally. 42 43 9-29.10(1)B Light Emitting Diode (LED) Conventional Roadway Luminaires 44 LED Conventional Roadway Luminaires are divided into classes based on their 45 equivalent High Pressure Sodium (HPS) luminaires. Current classes are 200W, 250W, 46 310W, and 400W. LED luminaires are required to be pre-approved in order to verify 47 their photometric output. To be considered for pre-approval, LED luminaires must meet 48 the requirements of this section. 49 50 LED luminaires shall include a removable access door, with tool-less entry, for access 51 to electronic components and the terminal block. The access door shall be removable, 52 but include positive retention such that it can hang freely without disconnecting from the AMENDMENTS TO THE 2013 STANDARD SPECIFICATIONS October 30,2018 AMD-70 1 luminaire housing. LED drivers may be mounted either to the interior of the luminaire 2 housing or to the removable door itself. 3 4 LED drivers shall be removable for user replacement. All internal modular components 5 shall be connected by means of mechanical plug and socket type quick disconnects. 6 Wire nuts may not be used for any purpose. All external electrical connections to the 7 luminaire shall be made through the terminal block. 8 9 LED luminaires shall include a 7-pin NEMA photocell receptacle. The LED driver(s) 10 shall be dimmable from ten volts to zero volts. LED output shall have a Correlated Color 11 Temperature (CCT) of 4000K nominal (4000-4300K) and a Color Rendering Index (CRI) 12 of 70 or greater. LED output shall be a minimum of 85% at 75,000 hours at 25 degrees 13 Celsius. 14 15 LED luminaires shall be available for 120V, 240V, and 480V supply voltages. Voltages 16 refer to the supply voltages to the luminaires present in the field. LED power usage shall 17 not exceed the following maximum values for the applicable wattage class: 18 Class Max. Wattage 200W 110W ................ 250W 165W 310W 210W 40OW 275W _........... 19 20 Only one brand of LED conventional roadway luminaire may be used an a Contract. 21 They do not necessarily have to be the same brand as any high-mast, underdeck, or 22 wall-mount luminaires when those types of luminaires are specified in the Contract. 23 LED luminaires shall include a standard 10 year manufacturer warranty. 24 25 The list of pre-approved LED Conventional Roadway Luminaires is available at 26 http://www.wsdot.wa.gov/Design/Traffic/ledluminaires.htm. 27 28 9-29.10(2) Decorative Luminaires 29 This section, including title, is revised to read: 30 31 9-29.10(2) Vacant 32 33 9-29.12 Electrical Splice Materials 34 This section is supplemented with the following new subsections; 35 36 9-29.12(3) Splice Enclosures 37 9-29.12(3)A Heat Shrink Splice Enclosure 38 Heat shrink splice enclosures shall be medium or heavy wall cross-linked 39 polyolefin, meeting the requirements of AMS-DTL-23053/15, with thermoplastic 40 adhesive sealant. Heat shrink splices used for "wye" connections require rubber 41 electrical mastic tape. 42 43 9-29.12(3)B Molded Splice Enclosure 44 Molded splice enclosures shall use epoxy resin in a clear rigid plastic mold. The 45 material used shall be compatible with the insulation material of the insulated 46 conductor or cable. The component materials of the resin insulation shall be 47 packaged ready for convenient mixing without removing from the package. AMENDMENTS TO THE 2010 STANDARD SPECIFICATIONS October 30,2018 AMD-71 1 2 9-29.12(4) Re-Enterable Splice Enclosure 3 Re-enterable splice enclosures shall use either dielectric grease or a flexible resin 4 contained in a two-piece plastic mold. The mold shall either snap together or use 5 stainless steel hose clamps. 6 7 9-29.12(5) Vinyl Electrical Tape for Splices 8 Vinyl electrical tape in splicing applications shall meet the requirements of MIL-1- 9 24391C. 10 11 9-29.12(1) Illumination Circuit Splices 12 This section is revised to read: 13 14 Underground illumination circuit splices shall be solderless crimped connections 15 capable of securely joining the wires, both mechanically and electrically, as defined in 16 Section 8-20.3(8). Aerial illumination splices shall be solderless crimp connectors or 17 split bolt vice-type connectors. 18 19 9-29.12(1)A Heat Shrink Splice Enclosure 20 This section is deleted in its entirety. 21 22 9-29.12(1)B Molded Splice Enclosure 23 This section is deleted in its entirety. 24 25 9-29.12(2) Traffic Signal Splice Material 26 This section is revised to read: 27 28 Induction loop splices and magnetometer splices shall use an uninsulated barrel-type 29 crimped connector capable of being soldered. 30 31 9-29.16(2)E Painting Signal Heads 32 In the first sentence, "Federal Standard 595" is revised to read "SAE AMS Standard 595 33 34 9-29.17 Signal Head Mounting Brackets and Fittings 35 In the first paragraph, item number 2 under Stainless Steel is revised to read: 36 37 2. Bands or cables for Type N mount. 3'8 39 9-29.20 Pedestrian Signals 40 In item 2C of the second paragraph, "Federal Standard 595' is revised to read "SAE AMS 41 Standard 595". 42 43 9-29.24 Service Cabinets 44 The third sentence of item number 6 is revised to read: 45 46 The dead front cover shall have cutouts for the entire breaker array, with blank covers 47 where no circuit breakers are installed. 48 49 Item number 8 is revised to read: 50 51 8. Lighting contactors shall meet the requirements of Section 9-29.24(2). AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-72 1 2 The last sentence of item number 10 is revised to read: 3 4 Dead front panels shall prevent access to any exposed, live components, and shall 5 cover all equipment except for circuit breakers (including blank covers), the photocell 6 test/bypass switch, and the GFCI receptacle. 7' 8 9-29.24(2) Electrical Circuit Breakers and Contactors 9 This section is revised to read: 10 11 All circuit breakers shall be bolt-on type, with the RMS-symmetrical interrupting capacity 12 described in this Section. Circuit breakers for 120/240/277 volt circuits shall be rated at 13 240 or 277 volts, as applicable, with an interrupting capacity of not less than 10,000 14 amperes. Circuit breakers for 480 volt circuits shall be rated at 480 volts, and shall have 15 an interrupting capacity of not less than 14,000 amperes. 16 17 Lighting contactors shall be rated for tungsten or ballasted (such as sodium vapor, 18 mercury vapor, metal halide, and fluorescent) lamp loads. Contactors for 120/240/277 19 volt circuits shall be rated at 240 volts maximum line to line voltage, or 277 volts 20 maximum line to neutral voltage, as applicable. Contactors for 480 volt circuits shall be 21 rated at 480 volt maximum line to line voltage. 22 23 9-33.AP9 24 Section 9-33, Construction Geosynthetic 25 August 6, 2018 26 9-33.4(1) Geosynthetic Material Approval 27 The second sentence of the first paragraph is revised to read: 28 29 If the geosynthetics material is not listed in the current WSDOT QPL, a Manufacturer's 30 Certificate of Compliance including Certified Test Reports of each proposed 31 geosynthetic shall be submitted to the State Materials Laboratory in Tumwater for 32 evaluation. 33 34 The last paragraph is revised to read: 35 36 Geosynthetics used as reinforcement in permanent geosynthetic retaining walls, 37 reinforced slopes, reinforced embankments, and other geosynthetic reinforcement 38 applications require proof of compliance with the National Transportation Product 39 Evaluation Program (NTPEP) in accordance with AASHTO Standard Practice R 69, 40 Standard Practice for Determination of Long-Term Strength for Geosynthetic 41 Reinforcement. 42 43 9-34.AP9 44 Section 9-34, Pavement Marking Material 45 January 2, 2018 46 9-34.2(2) Color 47 Each reference to "Federal Standard 595" is revised to read "SAE AMS Standard 595", 48 49 9-34.2(5) Low VOC Waterborne Paint 50 The heading "Standard Waterborne Paint" is supplemented with "Type 1 and 2", AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-73 1 2 The heading "High-Build Waterborne Paint" is supplemented with "Type 4". 3 4 The heading "Cold Weather Waterborne Paint" is supplemented with "Type 5". 5 6 In the row beginning with °° @90°F", each minimum value is revised to read "60". 7 8 In the row beginning with "Fineness of Grind, (Hegman Scale)", each minimum value is 9 revised to read "3". 10 11 The last four rows are replaced with the following: 12 Vehicle Composition ASTM D 100%acrylic emulsion 100%cross-linking 100%acrylic emulsion 2621 acrylic4 Freeze-Thaw ASTM D g 5 cycles show no @ 5 cycles show no C-3 cycles show no Stability, KU 2243 and D coagulation or change coagulation or change coagulation or change 562 in viscosity greater in viscosity greater in viscosity greater than ± 10 KU than ± 10 KU than ± 10 KU D Heat Stability ASTM 562z µ± 10 KU from the initial ± 10 KU from the initial + 10 KU from the initial viscosit viscosity Viscosity Low Temperature ASTM D No Cracks" No Cracks Film Formation 2805' Cold FlexibiliM ASTM D522 Pass at 0.5 in mandrel' _ _...... r .......... Test Deck Durabilityti ASTM D913 ?70._%paintm_.--erete......nti...___on in wheel track' _ Mud Cracking (See note 7) No Cracks No Cracks 13 14 After the preceding Amendments are applied, the following new column is inserted after the 15 "Standard Waterborne Paint Type 1 and 2" column: 16 ...................................................................................... Semi-Durable Waterborne Paint Tvoe 3 White Yellow Min. Max. Min. Max. _— Within ±0 3 of oualification samole 80 .. ..........9.5.......... .........-.8.0........., ........-95 60 60 ........... 77 77 65 65 43 43 1.25 1,25 0.98 0.96 � 88 50 100, lo0° 95 95 10 10 ---------- _..__....................... ............................ 100%acrylic emulsion c�5 cycles show no coagulation or chance in viscosity areater than± 10 KU ± 10 KU from the initial viscosity No Cracks Pass at 0.25 in mandrel AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-74 >_70%paint retention io wheel track------� No Cracks 1 2 The footnotes are supplemented with the following: 3 4 4Cross-linking acrylic shall meet the requirements of federal specification TT-P-1952F 5 Section 3.1.1. 6 7 5Cold Flexibility: The paint shall be applied to an aluminum panel at a wet film thickness 8 of 15 mils and allowed to dry under ambient conditions (50±10% RH and 72±5 `F) for 24 9 hours. A cylindrical mandrel apparatus (in accordance with ASTM D522 method B) shall 10 be put in a 40°F refrigerator when the paint is drawn down. After 24 hours, the 11 aluminum panel with dry paint shall be put in the 40°F refrigerator with the mandrel 12 apparatus for 2 hours. After 2 hours, the panel and test apparatus shall be removed and 13 immediately tested to according to ASTM D522 to evaluate cold flexibility. Paint must 14 show no evidence of cracking, chipping or flaking when bent 180 degrees over a 15 mandrel bar of specified diameter. 16 17 6NTPEP test deck, or a test deck conforming to ASTM D713, shall be conducted for a 18 minimum of six months with the following additional requirements: it shall be applied at 19 15 wet mils to a test deck that is located at 40N latitude or higher with at least 10,000 20 ADT and which was applied during the months of September through November. 21 22 7Paint is applied to an approximately 4"x12" aluminum panel using a drawdown bar with 23 a 50 mil gap. The coated panel is allowed to dry under ambient conditions (50±10% RH 24 and 72±5 °F) for 24 hours. Visual evaluation of the dry film shall reveal no cracks. 25 26 9-34.3 Plastic 27 In the first sentence of the last paragraph, "Federal Standard 595" is revised to read "SAE 28 AMS Standard 595'. 29 30 9-34.3(2) Type B — Pre-Formed Fused Thermoplastic 31 In the last two paragraphs, each reference to "Federal Standard 595' is revised to read "SAE 32 AMS Standard 595'. 33 34 9-34.7(1) Requirements 35 The first paragraph is revised to read: 36 37 Field performance evaluation is required for low VOC solvent-based paint per Section 9- 38 34.2(4), Type A— liquid hot applied thermoplastic per Section 9-34.3(1), Type B— 39 preformed fused thermoplastic per Section 9-34.3(2), Type C — cold applied preformed 40 tape per Section 9-34.3(3), and Type D — liquid applied methyl methacrylate per Section 41 9-34.3(4). 42 43 The last paragraph is deleted. 44 45 9-34.7(1)C Auto No-Track Time 46 The first paragraph is revised to read: 47 48 Auto No-Track Time will only be required for low VOC solvent-based paint in 49 accordance with Section 9-34.2(4). 50 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-75 1 The second and third sentences of the second paragraph are deleted, 2 AMENDMENTS TO THE 2018 STANDARD SPECIFICATIONS October 30,2018 AMD-76 SPECIAL PROVISIONS CONTENTS PAGE INTRODUCTION .........„.................................................................. SP-1 DIVISION 1 GENERAL REQUIREMENTS .......... ......................... SP-3 1 -01 Definitions and Terms....................... SP-3 1-02 Bid Procedures and Conditions........................................ SP-5 1-03 Award and Execution of Contract..................................... SP-12 1-04 Scope of the Work ........................................................ SP-14 1-05 Control of Work ............................................................ SP-15 1-06 Control of Material ............................................... ......... SP-19 1-07 Legal Relations and Responsibilities to the Public............... SP-23 1 -08 Prosecution and Progress ............................................... SP-51 1 -09 Measurement and Payment ............................................ SP-56 1 -10 Temporary Traffic Control ................................ ............... SP-56 DIVISION MISCELLANEOUS CONSTRUCT ION ....................... SP-59 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical............................. SP-59 DIVISION 9 MATERIALS.......................................................... SP-70 9-29 Illumination, Signal, Electrical.......... SP-70 KENT STANDARD PLANS ............................................................... A-1 WSDOT STANDARD PLANS.........................„................................„. A-2 TRAFFIC CONTROL PLANS ...............................„...„.......„.„...„„..„..„.„. A-3 WSDOT SPCC PLAN TEMPLATE„..„„..,,„....„„„„„„„„„„„„„„.......................... A-4 INTERSECTION MODIFICATION DIAGRAMS.................................. A-5 FIBER INTERCONNECT MODIFICATION DIAGRAMS ....................„„ A-6 PREVAILING WAGE RATES„„.„......„.........„..„...........„.....„.......„....„.„.„„. A-7 Kent Valley Signal System Upgrade/Peterson November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2018 Standard Specifications for Road, Bridge and Municipal Construction, and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) General Special Provision (******) Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. (Regions' date) Region Special Provision (BSP date) Bridges and Structures Special Provision General Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill-in". Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: Rec ions' ER Eastern Region NCR North Central Region NWR Northwest Region OR Olympic Region SCR South Central Region SWR Southwest Region WSF Washington State Ferries Division Bridges and Structures Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a "fill-in" Project Specific Special Provisions normally appear only in the contract for which they were developed. Kent Valley Signal System Upgrade/Peterson SP - 1 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 INTRODUCTION TO THE SPECIAL PROVISIONS (August 74, 2073 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2018 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2073 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition • City of Kent Design and Construction Standards, 2009. • Current edition of the National Electrical Code Contractor shall obtain copies of these publications, at Contractor's own expense, Kent Valley Signal System Upgrade/Peterson SP - 2 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 DESCRIPTION OF WORK (March 13, 1995) This Contract provides for the improvement of Traffic Signal Systems and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1-011' (DEFINITIONS AND TERMS SECTION 1-01. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General (Special Provision) When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1 -01 ," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement (Special Provision) EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet 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. Kent Valley Signal System Upgrade/Peterson SP - 3 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 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". 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. Kent Valley Signal System Upgrade/Peterson SP - 4 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 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. SECTION 1-01.3, "CONTRACT PROVISIONS"DEFINITION, IS SUPPLEMENTED WITH THE FOLLOWING: 1-01.3 Definitions (Special Provision) Also incorporated in the Contract by reference are; 1 . Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor, 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: Kent Valley Signal System Upgrade/Peterson SP - 5 November 20, 2018 Federal Aid Number, HSIP-OOOS(468) Project Number: 17-3015 1-02.1 Qualification of Bidders (Special Provision) Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications (Special Provision) Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. 1-02.4 Examination of Plans, Specifications, and Site of Work 1-02.4(1) General (August 75, 2016 APWA GSP Option A) The first sentence of the last paragraph is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, must request the explanation or interpretation in writing soon enough to allow a written reply to reach all prospective Bidders before the submission of their Bids. 1-02.4(2) 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. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: Kent Valley/Signal System Upgrade/Peterson SP - 6 November 20, 2018 Federal Aid Number, HSIP-000S(468) Project Number: 17-3015 1-02.5 Proposal Forms (Special Provision) Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at KentWA.gov/doing-business/bid's-procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. Preparation Of Proposal Section 1 -02.6 is supplemented with the following: (August 28, 2017) The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance form (WSDOT Form 272-009). Failure to return this certification as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. (August 2, 2004) The fifth and sixth paragraphs of Section 1 -02.6 are deleted. 1-02.6 Preparation of Proposal (July 77, 2013 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last two paragraphs, and replace them with the following: If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any Subcontractor to perform those items of work. 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. Kent Valley Signal System Upgrade/Peterson SP - 7 November 20, 2018 Federal Aid Number HSIP-000S(468) Project Number, 17-3015 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. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 /Preparation of Proposal (Special Provision) It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. Add the following new section: 1-02.6(1) Recycled Materials Proposal (January 4, 2016 APWA GSP) The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the project, using the form provided in the Contract Provisions. 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following; Bid bonds shall contain the following; 1 . Contracting Agency-assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; Kent Valley Signal System Upgrade/Peterson SP - 8 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 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 (May 17, 2018 APWA GSP, Option A) Delete this section and replace it with the following: Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. To be considered responsive on a FHWA-funded project, the Bidder may be required to submit the following items, as required by Section 1-02.6: • UDBE Written Confirmation Document from each UDBE firm listed on the Bidder's completed UDBE Utilization Certification (WSDOT 272-056U) • Good Faith Effort (GFE) Documentation 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 24 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed envelope labeled the same as for the Proposal, with "Supplemental Information" added. All other information required to be submitted with the Bid Proposal must be submitted with the Bid Proposal itself, at the time stated in the Call for Bids. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. The Contracting Agency will not open or consider any "Supplemental Information" (UDBE confirmations, 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. SECTION 1-02.9 IS SUPPLEMENTED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal (Special Provision) Kent Valley Signal System Upgrade/Peterson SP - 9 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02. 10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal (Special Provision) After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02. 11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals (Special Provision) No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. 1-02.13 Irregular Proposals (June 20, 2017 APWA GSP) Delete this section and replace it with the following: 1 . A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized Proposal form furnished by the Contracting Agency is not used or is altered; c. The completed Proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1 -02.6; Kent Valley Signal System Upgrade/Peterson SIP - 10 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 h. The Bidder fails to submit or properly complete an Underutilized Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each UDBE firm listed on the Bidder's completed UDBE Utilization Certification that they are in agreement with the bidder's UDBE participation commitment, if applicable, as required in Section 1 -02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit UDBE Good Faith Effort documentation, if applicable, as required in Section 1 -02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or I. More than one Proposal is submitted for the same project from a Bidder under the same or different names. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; c. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. 1-02.14 Disqualification of Bidders (May 17, 2018 APWA GSP, Option A) Delete this section and replace it with the following; A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended. The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency reserves the right to request documentation as needed from the Bidder and third parties concerning the Bidder's compliance with the mandatory bidder responsibility criteria. If the Contracting Agency determines the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days Kent Valley Signal System Upgrade/Peterson SP - 11 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 after the Bidder determined to be not responsible has received the Contracting Agency's final determination. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders (Special Provision) 3. The bidder is not qualified for the work or to the full extent of the bid.. 1-02.15 Pre Award Information (August 74, 2013 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1 . A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control, If a minimum bid amount has been established for any item and the bidder's unit or lurnp sum price is less than the minimum specified amount, the Contracting Agency will unilateral) revise the unit or ILJ,Mp sum rice to the rniinimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where ap licable 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. Kent Valley Signal System Upgrade/Peterson SP - 12 November 20, 2018 Federal Aid Number: HSIP-000S(488) Project Number: 17-3015 SECTION 1-03. 1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 /Consideration of Bids (Special Provision) The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. 1-03.1 (1) Identical Bid Totals (January 4, 2016 APWA GSP) Revise this section to read: After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then tha Vfe_hw realer �.911 ho the Budu­ ,Ith 41 n, eQ ial lowest hiri that nrnnncorl to i ico tho highest percentacte of recycled materials in the Project per the form submitted with the Bid Proposal. if those percerata e5 are also exactly equal, then the tie-breaker will be determined by drawing as follows: Two or more slips of paper will be marked as follows: one marked "Winner" and the other(s) marked "unsuccessful". The slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by the name of the firm as registered with the Washington State Department of Licensing. The slips shall be unfolded and the firm with the slip marked "Winner" will be determined to be the successful Bidder and eligible for Award of the Contract. Only those Bidders who submitted a Bid total that is exactly equal to the lowest responsive Bid, and with a proposed recycled materials percentage that is exactly equal to the highest proposed recycled materials amount are eligible to draw. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH 1160 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. /* ****I 1-03.2 Award of Contract (Special Provision) SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract (Special Provision) No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. Kent Valley Signal System Upgrade/Peterson SP - 13 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number, 17-3015 SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: (* 4:****) 1-03.7 Judicial Review (Special Provision) Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth) : 1 . Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (iLLan-yl, and 8. WSDOT Standard Plans for Road, Bridge and Munlcipall Construction. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties (Special Provision) Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Kent Valley Signal System Upgrade/Peterson SP - 14 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number. 17-3015 Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04. 11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: (1:*****) 1-04.11 Final Cleanup (Special Provision) 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. 1.05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS SECTION 1-05.4 IS REVISED BY ADDING A PARAGRAPH AFTER PARAGRAPH 7 1-05.4 Conformity With and Deviations From Plans and Stakes (Special Provision) To the extent a conflict exists between the requirements of WSDOT Section 1 -05.4 and Kent Special Provision Section 1 -05.5, the requirements of KSP Section 1-05.5 will prevail. DIVISION 1 IS SUPPLEMENTED BYADD/NG THE FOLLOWING NEW SECTIONS: (** ****) 1-05.8 City's Right to Correct Defective and Unauthorized Work (Special Provision) New Section Kent Valley Signal System Upgrade/Peterson SP - 15 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.9 IS SUPPLEMENTED WITH THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.91(1) Operational Testing (Special Provision) New Section It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. Kent Valley Signal System Upgrade/Peterson SP - 16 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number 17-3015 During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract, 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11 (1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. Kent valley Signal System Upgrade/Peterson SP - 17 November 20, 2018 Federal Aid Number HSIP-OOOS(468) Project Number, 17-3015 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. 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. Kent Valley Signal System Upgrade/Peterson SP - 18 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: C:* *** *) 1-05.14 Cooperation With Other Contractors (Special Provision) Details of known projects are as follows: N/A SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power (Special Provision) New Section The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements (Special Provision) New Section No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL Section 1-06 is supplemented with the following;. Buy America (August 6, 201 2) In accordance with Buy America requirements contained in 23 CFR 635.410, the major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American-made materials only. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. Kent Valley Signal System Upgrade/Peterson SP - 19 November 20, 2018 Federal Aid Number HSIP-000S(468) Project Number; 17-3015 Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500.00, whichever is greater. American-made material is defined as material having all manufacturing processes occurring domestically. To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements. Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform to the Buy America requirements because the initial melting and mixing of alloys to create the material occurred in a foreign country. Manufacturing begins with the initial melting and mixing, and continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. The following are considered to be steel manufacturing processes: 1 . Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being Kent Valley Signal System Upgrade/Peterson SP - 20 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 incorporated into the permanent work. The certification shall be on DOT Form 350- 109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350-109EF. SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance (Special Provision) 1 -06.6 Recycled Materials (January 4, 2076 APWA GSP) Delete this section, including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03.21 . The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the supplier) . The Contractor's report shall be provided on DOT form 350-075 Recycled Materials Reporting. SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: (* *** *I 1-06.7 Submittals 1-06.7(1) Submittal Procedures (Special Provision) New Section All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. S. Bid item(s) where product will be used. Kent Valley Signal System Upgrade/Peterson SP - 21 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 1-06.7(2) Schedule of Submittals (Special Provision) New Section The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1- 08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples (Special Provision) New Section The Contractor shall submit the following for the Engineer's review: 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1 . Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. Kent Valley Signal System Upgrade/Peterson SP - 22 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, itern or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re-submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents (Special Provision) New Section The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes Kent Valley Signal System Upgrade/Peterson SP - 23 November 20, 2018 Federal Aid Number, HSIP-000S(468) Project Number, 17-3015 SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax (Special Provision) Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1 -07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(/2) State Sales Tax: WAC 458-20-170—Retail Sales Tax (Special Provision) Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1 -07.2(2) in the proposal bid items. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses (Special Provision) The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages General Section 1 -07.9(1) is supplemented with the fallowing: (January 5, 2018) Kent Valley Signal System Upgrade/Peterson SP - 24 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number. 17-3015 The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No. WA180001 . The State rates incorporated in this contract are applicable to all construction activities associated with this contract. SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH. (** +4:**) 1-07.9(1) General (Special Provision) To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. Requirements for Nondiscrimination Section 1-07.11 is supplemented with the following: (April 2, 2018) Requirement for Affirmative Action to Ensure Equal Employment Oploortunity (Executive Order 11246) 1 . The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 2, The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Goal Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) Spokane, WA: SMSA Counties: Spokane, WA 2.8 WA Spokane. Non-SMSA Counties 3.0 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. Richland, WA Kent Valley Signal System Upgrade/Peterson SP - 25 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 SMSA Counties: Richland Kennewick, WA 5.4 WA Benton; WA Franklin, Non-SMSA Counties 3.6 WA Walla Walla. Yakima, WA: SMSA Counties: Yakima, WA 9.7 WA Yakima. Non-SMSA Counties 7.2 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan, Seattle, WA: SMSA Counties: Seattle Everett, WA 7.2 WA King; WA Snohomish. Tacoma, WA 6.2 WA Pierce. Non-SMSA Counties 6.1 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA Whatcom. Portland, OR: SMSA Counties: Portland, OR-WA 4.5 WA Clark. Non-SMSA Counties 3.8 WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. These goals are applicable to each nonexempt Contractor's total on-site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice. Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. Kent Valley Signal System Upgrade/Peterson SP - 26 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 3. The Contractor shall provide written notification to the Office of Federal Contract Compliance Programs (OFCCP) within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the Subcontractor; employer identification number of the Subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. The notification shall be sent to: U.S. Department of Labor Office of Federal Contract Compliance Programs Pacific Region Attn: Regional Director San Francisco Federal Building 90 — 7th Street, Suite 18-300 San Francisco, 1 CA 94103(415) 625-7800 Phone (415) 625-7799 Fax Additional information may be found at the U.S. Department of Labor website: https://www.dol.00v/ofccp/regs/ om fiance/ reaward/cnstnote.htm 4. As used in this Notice, and in the contract resulting from this solicitation, the 8 Covered Area is as designated herein. Standard Federal Equal Employment Opportunity Construction Contract SIDecifications (Executive Order 11246) 1 . As used in these specifications: a. Covered Area means the geographical area described in the solicitation from which this contract resulted; b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; C. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941 ; d. Minority includes: (1) Black, a person having origins in any of the Black Racial Groups of Africa. (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin. Kent Valley Signal System Upgrade/Peterson SP - 27 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa. (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural identification through tribal affiliation or community recognition. 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3, If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be Kent Valley Signal System Upgrade"Peterson SP - 28 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7, The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b, Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. C. Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the job training opportunity and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. Kent Valley Signal System Upgrade/Peterson SP - 29 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 f, Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g, Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on-site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h, Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force, k, Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. i. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. Kent Valley Signal System Upgrade/Peterson SP - 30 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number. 17-3015 m, Ensure that seniority practices,job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n, Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8, Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association,joint contractor-union, contractor-community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female work force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11 . The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. Kent Valley Signal System Upgrade/Peterson SP - 31 November 20, 2018 Federal Aid Number. HSIP-OOOS(468) Project Number: 17-3015 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 16. Additional assistance for Federal Construction Contractors on contracts administered by Washington State Department of Transportation or by Local Agencies may be found at: Washington State Dept. of Transportation Office of Equal Opportunity PO Box 47314 310 Maple Park Ave. SE Olympia WA 98504-7314 Ph: 360-705-7090 Fax: 360-705-6801 http://www.wsdot.wa.gov/equalopportunity/default.htm (April 3, 2018) Disadvantaged Business Enterprise Participation Kent Valley Signal System Upgrade/Peterson SP - 32 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and USDOT's official interpretations (i.e., Questions & Answers) apply to this Contract. Demonstrating compliance with these Specifications is a Condition of Award (COA) of this Contract. Failure to comply with the requirements of this Specification may result in your Bid being found to be nonresponsive resulting in rejection or other sanctions as provided by Contract. DBE Abbreviations and Definitions Broker — A business firm that provides a bona fide service, such as professional, technical, consultant or managerial services and assistance in the procurement of essential personnel, facilities, equipment, materials, or supplies required for the performance of the Contract; or, persons/companies who arrange or expedite transactions. Certified Business Description — Specific descriptions of work the DBE is certified to perform, as identified in the Certified Firm Directory, under the Vendor Information page. Certified Firm Directory — A database of all Minority, Women, and Disadvantaged Business Enterprises, including those identified as a UDBE, currently certified by Washington State. The on-line Directory is available to Contractors for their use in identifying and soliciting interest from DBE firms. The database is located under the Firm Certification section of the Diversity Management and Compliance System web page at: https://omwbe.diversitvcompl.iance.com. Commercially Useful Function (CUF) — 49 CFR 26.55(c)(1) defines commercially useful function as: "A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, and installing (where applicable) and paying for the material itself, To determine whether a DBE is performing a commercially useful function, you must evaluate the amount of work subcontracted, industry practices, whether the amount the firm is to be paid under the contract is commensurate with the work it is actually performing and the DBE credit claimed for its performance of the work, and other relevant factors." Contract — For this Special Provision only, this definition supplements Section 1-01 .3. 49 CFR 26.5 defines contract as: "... a legally binding relationship obligating a seller to furnish supplies or services (including, but not limited to, construction and professional services) and the buyer to pay for them. For purposes of this part, a lease is considered to be a contract." Disadvantaged Business Enterprise (DBE) — A business firm certified by the Washington State Office of Minority and Women's Business Enterprises, as meeting the criteria outlined in 49 CFR 26 regarding DBE certification. A Underutilized Disadvantaged Business Enterprise (1 UDBE) firm is a subset of DBE. Kent Valley Signal System Upgrade/Peterson SP - 33 November 20, 2016 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 Force Account Work — Work measured and paid in accordance with Section 1-09.6. Good Faith Efforts — Efforts to achieve the UDBE COA Goal or other requirements of this part which, by their scope, intensity, and appropriateness to the objective, can reasonably be expected to fulfill the program requirement. Manufacturer (DBE) — A DBE firm that operates or maintains a factory or establishment that produces on the premises the materials, supplies, articles, or equipment required under the Contract. A DBE Manufacturer shall produce finished goods or products from raw or unfinished material or purchase and substantially alters goods and materials to make them suitable for construction use before reselling them. Regular Dealer (DBE) — A DBE firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of a Contract are bought, kept in stock, and regularly sold to the public in the usual course of business. To be a Regular Dealer, the DBE firm must be an established regular business that engages in as its principal business and in its own name the purchase and sale of the products in question. A Regular Dealer in such items as steel, cement, gravel, stone, and petroleum products need not own, operate or maintain a place of business if it both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by long term formal lease agreements and not on an ad-hoc basis. Brokers, packagers, manufacturers' representatives, or other persons who arrange or expedite transactions shall not be regarded as Regular Dealers within the meaning of this definition. Underutilized Disadvantaged Business Enterprise (UDBE) — A DBE Firm that is underutilized based on WSDOT's Disparity Study. All UDBFs are DBEs. UDBE Commitment — The dollar amount the Contractor indicates they will be subcontracting to be applied towards the UDBE Condition of Award Goal as shown on the UDBE Utilization Certification Form for each UDBE Subcontractor. This UDBE Commitment amount will be incorporated into the Contract and shall be considered a Contract requirement. Any changes to the UDBE Commitment require the Engineer's approval. UDBE Condition of Award (COA) Goal — An assigned numerical amount specified as a percentage of the Contract. Initially, this is the minimum amount that the Bidder must commit to by submission of the Utilization Certification Form and/or by Good Faith Effort (GFF). This is also the minimum required amount of UDBE participation specified as a percentage of the final Contract amount inclusive of all change orders. UDBE COA Goal The Contracting Agency has established a UDBE COA Goal for this Contract in the amount of: five (5%) percent Kent Valley Signal System Upgrade/Peterson SP - 34 November 20, 201 B Federal Aid Number: HSIP-OOOS(468) Project Number. 17-3015 DBE Eligibility/Selection of DBEs In order to determine the distinct element(s) of work for which a DBE is certified, Contractors should refer to the Certified Business Description. The Contractor shall not use NAICS codes on the UDBE Utilization Certification. Crediting DBE Participation Subcontractors proposed as COA must be certified prior to the due date for bids on the Contract. All non-COA DBE Subcontractors shall be certified before the subcontract on which they are participating is executed. Be advised that although a firm is listed in the Certified Firm Directory, there are cases where the listed firm is in a temporary suspension status. The Contractor shall review the OMWBE Suspended DBE Firms list. A DBE firm that is included on this list may not enter into new contracts that count towards participation. DBE participation is only credited upon payment to the DBE. The following are some definitions of what may be counted as DBE participation. DBE Prime Contractor Only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with its own forces and is certified to perform. DBE Subcontractor Only take credit for that portion of the total dollar value of the subcontract that is equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces. The value of work performed by the DBE includes the cost of supplies and materials purchased by the DBE and equipment leased by the DBE, for its work on the contract. Supplies, materials or equipment obtained by a DBE that are not utilized or incorporated in the contract work by the DBE will not be eligible for DBE credit. The supplies, materials, and equipment purchased or leased from the Contractor or its affiliate, including any Contractor's resources available to DBE subcontractors at no cost, shall not be credited. DBE credit will not be given in instances where the equipment lease includes the operator. The DBE is expected to operate the equipment used in the performance of its work under the contract with its own forces. Situations where equipment is leased and used by the DBE, but payment is deducted from the Contractor's payment to the DBE is not allowed. When the subcontractor is part of a UDBE Commitment, the following apply; 1 , If a UDBE subcontracts a portion of the Work of its contract to another firm, the value of the subcontracted Work may be counted Kent Valley Signal System Upgrade/Peterson SP - 35 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 toward the UDBE COA Goal only if the Lower-Tier Subcontractor is also a UDBE. 2, Work subcontracted to a Lower-Tier Subcontractor that is a DBE, but not a UDBE, may be counted as DBE race-neutral participation but not counted toward the UDBE COA Goal. 3, Work subcontracted to a non-DBE does not count towards the UDBE COA Goal nor DBE participation. DBE Subcontract and Lower Tier Subcontract Documents There must be a subcontract agreement that complies with 49 CFR Part 26 and fully describes the distinct elements of Work committed to be performed by the DBE. The subcontract agreement shall incorporate requirements of the primary Contract. Subcontract agreements of all tiers, including lease agreements shall be readily available at the project site for the Engineer's review. DBE Service Provider The value of fees or commissions charged by a DBE Broker, a DBE behaving in a manner of a Broker, or another service provider for providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance specifically required for the performance of the contract will only be credited as DBE participation, if the fee/commission is determined by the Contracting Agency to be reasonable and the firm has performed a CUF. Force Account Work When the Contractor elects to utilize force account Work to meet the UDBE COA Goal, as demonstrated by listing this force account Work on the UDBE Utilization Certification Form, for the purposes of meeting UDBE COA Goal, only 50% of the Proposal amount shall be credited toward the Contractors Commitment to meet the UDBE COA Goal. One hundred percent of the actual amounts paid to the DBE for the force account Work shall be credited towards UDBE COA Goal or DBE participation, Temporary Traffic Control If the DBE firm is being utilized in the capacity of only "Flagging", the DBE firm must provide a Traffic Control Supervisor JCS) and flagger, which are under the direct control of the DBE. The DBE firm shall also provide all flagging equipment (e.g. paddles, hard hats, and vests). If the DBE firm is being utilized in the capacity of "Traffic Control Services", the DBE firm must provide a TCS, flaggers, and traffic control items (e.g., cones, barrels, signs, etc.) and be in total control of all items in implementing the traffic control for the project. In addition, if the DBE firm utilizes the Contractor's equipment, such as Transportable Attenuators and Portable Changeable Message Signs (PCMS) no DBE credit can be taken for supplying and operating the items. Kent Valley Signal System Upgrade/Peterson SP - 36 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 Trucking DBE trucking firm participation may only be credited as DBE participation for the value of the hauling services, not for the materials being hauled unless the trucking firm is also certified as a supplier. In situations where the DBE's work priced per ton, the value of the hauling service must be calculated separately from the value of the materials in order to determine DBE credit for hauling The DBE trucking firm must own and operate at least one licensed, insured and operational truck on the contract. The truck must be of the type that is necessary to perform the hauling duties required under the contract. The DBE receives credit for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. The DBE may lease additional trucks from another DBE firm. The trucking Work subcontracted to any non-DBE trucking firm will not receive credit for Work done on the project. The DBE may lease trucks from a non-DBE truck leasing company, but can only receive credit towards DBE participation if the DBE uses its own employees as drivers. DBE credit for a truck broker is limited to the fee/commission that the DBE receives for arranging transportation services. Truck registration and lease agreements shall be readily available at the project site for the Engineer review. When Trucking is a UDBE Commitment, the following apply: 1 , If the trucking firm is a UDBE, participation may count towards the UDBE COA Goal. 2, The Work that a UDBE trucking firm performs with trucks it leases from other certified UDBE trucking firms qualify for 100% credit towards the UDBE COA Goal. 3, The UDBE may lease trucks from a non-UDBE truck leasing company, but can only receive credit towards UDBE participation if the UDBE uses its own employees as drivers. DBE Manufacturer and DBE Regular Dealer One hundred percent (100%) of the cost of the manufactured product obtained from a DBE manufacturer can count as DBE participation. If the DBE manufacturer is a UDBE, participation may count towards the UDBE COA Goal. Sixty percent (60%) of the cost of materials or supplies purchased from a DBE Regular Dealer may be credited as DBE Participation. If the role of the DBE Regular Dealer is determined to be that of a pass-through, then no DBE credit will be given for its services. If the role of the DBE Regular Dealer is determined to be that of a Broker, then DBE credit shall be limited to the fee Kent Valley Signal System Upgrade/Peterson SP - 37 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 or commission it receives for its services. Regular Dealer status and the amount of credit is determined on a Contract-by-Contract basis. If the DBE regular dealer is a UDBE, participation may count towards the UDBE COA Goal. Regular Dealer DBE firms, including UDBEs must be approved before being used on a project. The WSDOT Approved Regular Dealer list published on WSDOT's Office of Equal Opportunity (OEO) web site must include the specific project for which approval is being requested. For purposes of the UDBE COA Goal participation, the Regular Dealer must submit the Regular Dealer Status Request form a minimum of five days prior to bid opening. Purchase of materials or supplies from a DBE which is neither a manufacturer nor a regular dealer, (i.e. Broker) only the fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, can count as DBE participation provided the fees are not excessive as compared with fees customarily allowed for similar services. Documentation will be required to support the fee/commission charged by the DBE. The cost of the materials and supplies themselves cannot be counted toward as DBE participation. Note: Requests to be listed as a Regular Dealer will only be processed if the requesting firm is a material supplier certified by the Office of Minority and Women's Business Enterprises in a NAICS code that falls within the 42XXXX NAICS Wholesale code section. Underutilized Disadvantaged Business Enterprise Utilization The requirements of this section apply to projects with a UDBE COA Goal. To be eligible for award of the Contract, the Bidder shall properly complete and submit an Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification with the Bidder's sealed Bid Proposal, as specified in Section 1-02.9 Delivery of Proposal. The Bidder's UDBE Utilization Certification must clearly demonstrate how the Bidder intends to meet the UDBE COA Goal. A UDBE Utilization Certification (WSDOT Form 272-056U) is included in the Proposal package for this purpose as well as instructions on how to properly fill out the form. The Bidder is advised that the items listed below when listed in the Utilization Certification must have their amounts reduced to the percentages shown and those reduced amounts will be the amount applied towards meeting the UDBE COA Goal. • Force account at 50% • Regular dealer at 60% In the event of arithmetic errors in completing the UDBE Utilization Certification, the amount listed to be applied towards the UDBE COA Goal for each UDBE shall govern and the UDBE total amount shall be adjusted accordingly. Kent Valley Signal System Upgrade/Peterson SP - 38 November 20, 2018 Federal Aid Number. HSIP-OOOS(468) Project Number: 17-3015 Note: The Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal submitted that does not contain a UDBE Utilization Certification Form that accurately demonstrates how the Bidder intends to meet the UDBE COA Goal. Underutilized Disadvantaged Business Enterprise Written Confirmation Document(s) The requirements of this section apply to projects with a UDBE COA Goal. The Bidder shall submit an Underutilized Disadvantaged Business Enterprise (UDBE) Written Confirmation Document (completed and signed by the UDBE) for each UDBE firm listed in the Bidder's completed UDBE Utilization Certification submitted with the Bid. Failure to do so will result in the associated participation being disallowed, which may cause the Bid to be determined to be nonresponsive resulting in Bid rejection. The Confirmation Documents provide confirmation from the UDBEs that they are participating in the Contract as provided in the Contractor's Commitment, The Confirmation Documents must be consistent with the Utilization Certification. A UDBE Written Confirmation Document (WSDOT Form 422-031 U) is included in the Proposal package for this purpose. The form(s) shall be received as specified in the special provisions for Section 1 -02.9 Delivery of Proposal. It is prohibited for the Bidder to require a UDBE to submit a Written Confirmation Document with any part of the form left blank. Should the Contracting Agency determine that an incomplete Written Confirmation Document was signed by a UDBE, the validity of the document comes into question. The associated UDBE participation may not receive credit. Selection of Successful Bidder/Good Faith Efforts (GFE) The requirements of this section apply to projects with a UDBE COA Goal. The successful Bidder shall be selected on the basis of having submitted the lowest responsive Bid, which demonstrates a good faith effort to achieve the UDBE COA Goal. The Contracting Agency, at any time during the selection process, may request a breakdown of the bid items and amounts that are counted towards the overall contract goal for any of the UDBEs listed on the UDBE Utilization Certification. Achieving the UDBE COA Goal may be accomplished in one of two ways: 1 . By meeting the UIDBE COA Goal Submission of the UDBE Utilization Certification and supporting UDBE Written Confirmation Document(s) showing the Bidder has obtained enough UDBE participation to meet or exceed the UDBE COA Goal. 2. By documentation that the Bidder made ade uate GFE to meet the UDBE COA Goal The Bidder may demonstrate a GFE in whole or part through GFE documentation ONLY IN THE EVENT a Bidder's efforts to solicit sufficient Kent Valley Signal System Upgrade/Peterson SP - 39 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 UDBE participation have been unsuccessful. The Bidder must supply GFE documentation in addition to the UDBE Utilization Certification, and supporting UDBE Written Confirmation Document(s). Note: In the case where a Bidder is awarded the contract based on demonstrating adequate GFE, the advertised UDBE COA Goal will not be reduced. The Bidder shall demonstrate a GFE during the life of the Contract to attain the advertised UDBE COA Goal. GFE documentation shall be submitted as specified in Section 1 -02.9. The Contracting Agency will review the GFE documentation and will determine if the Bidder made an adequate good faith effort. Good Faith Effort (GFE) Documentation GFE is evaluated when: 1 . Determining award of a Contract that has COA goal, 2, When a COA UDBE is terminated and substitution is required, and 3. Prior to Physical Completion when determining whether the Contractor has satisfied its UDBE commitments. 49 CFR Part 26, Appendix A is intended as general guidance and does not, in itself, demonstrate adequate good faith efforts. The following is a list of types of actions, which would be considered as part of the Bidder's GFE to achieve UDBE participation. It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases. 1 , Soliciting through all reasonable and available means (e.g. attendance at pre-bid meetings, advertising and/or written notices) the interest of all certified UDBEs who have the capability to perform the Work of the Contract. The Bidder must solicit this interest within sufficient time to allow the UDBEs to respond to the solicitation. The Bidder must determine with certainty if the UDBEs are interested by taking appropriate steps to follow up initial solicitations. 2, Selecting portions of the Work to be performed by UDBEs in order to increase the likelihood that the UDBE COA Goal will be achieved. This includes, where appropriate, breaking out contract Work items into economically feasible units to facilitate UDBE participation, even when the Contractor might otherwise prefer to perform these Work items with its own forces. 3. Providing interested UDBEs with adequate information about the Plans, Specifications, and requirements of the Contract in a timely manner to assist them in responding to a solicitation. a. Negotiating in good faith with interested UDBEs. It is the Bidder's responsibility to make a portion of the Work available Kent Valley Signal System Upgrade/Peterson SP - 40 November 20, 2018 Federal Aid Number: HSIP-OOOS(463) Project Number 17-3015 to UDBE subcontractors and suppliers and to select those portions of the Work or material needs consistent with the available UDBE subcontractors and suppliers, so as to facilitate UDBE participation. Evidence of such negotiation includes the names, addresses, and telephone numbers of UDBEs that were considered; a description of the information provided regarding the Plans and Specifications for the Work selected for subcontracting; and evidence as to why additional agreements could not be reached for UDBEs to perform the Work. b. A Bidder using good business judgment would consider a number of factors in negotiating with subcontractors, including DBE subcontractors, and would take a firm's price and capabilities as well as the UDBE COA Goal into consideration. However, the fact that there may be some additional costs involved in finding and using UDBEs is not in itself sufficient reason for a Bidder's failure to meet the UDBE COA Goal, as long as such costs are reasonable. Also, the ability or desire of a Contractor to perform the Work of a Contract with its own organization does not relieve the Bidder of the responsibility to make Good Faith Efforts. Contractors are not, however, required to accept higher quotes from UDBEs if the price difference is excessive or unreasonable. 4. Not rejecting UDBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities. The Contractor's standing within its industry, membership in specific groups, organizations, or associations and political or social affiliations (for example union vs. non-union employee status) are not legitimate causes for the rejection or non-solicitation of bids in the Contractor's efforts to meet the UDBE COA Goal. 5. Making efforts to assist interested UDBEs in obtaining bonding, lines of credit, or insurance as required by the recipient or Contractor. 6. Making efforts to assist interested UDBEs in obtaining necessary equipment, supplies, materials, or related assistance or services. 7. Effectively using the services of available minority/women community organizations; minority/women contractors' groups; local, State, and Federal minority/women business assistance offices; and other organizations as allowed on a case-by-case basis to provide assistance in the recruitment and placement of UDBEs. 8. Documentation of GFE must include copies of each UDBE and non-DBE subcontractor quotes submitted to the Bidder when a non-DBE subcontractor is selected over a UDBE for Work on the Contract. (ref. updated DBE regulations — 26.53(b)(2)(vi) & App. A) Administrative Reconsideration of GFE Documentation A Bidder has the right to request reconsideration if the GFE documentation submitted with their Bid was determined to be inadequate. Kent Valley Signal System Upgrade/Peterson SP - 41 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number 17-3015 • The Bidder must request within 48 hours of notification of being nonresponsive or forfeit the right to reconsideration. • The reconsideration decision on the adequacy of the Bidder's GFE documentation shall be made by an official who did not take part in the original determination. • Only original GFE documentation submitted 1 as a supplement to the Bid shall be considered. The Bidder shall not introduce new documentation at the reconsideration hearing. • The Bidder shall have the opportunity to meet in person with the official for the purpose of setting forth the Bidder's position as to why the GFE documentation demonstrates a sufficient effort. • The reconsideration official shall provide the Bidder with a written decision on reconsideration within five working days of the hearing explaining the basis for their finding. Procedures between Award and Execution After Award and prior to Execution, the Contractor shall provide the additional information described below. Failure to comply shall result in the forfeiture of the Bidder's Proposal bond or deposit. 1 . A UDBE Bid Item Breakdown is required which shall contain the following information for all UDBEs as shown on the UDBE Utilization Certification: a, Correct business name, federal employee identification number (if 22 available), and mailing address. b. List of all Bid items assigned to each UDBE with a clear description of Work to be performed for each Bid item and the dollar value of the Work to be performed by the UDBE. C. Description of partial items (if any) to be sublet to each UDBE specifying the Work committed under each item to be performed and including the dollar value of the UDBE portion. d. Total amounts shown for each UDBE shall match the amount shown on the UDBE Utilization Certification. A UDBE Bid Item Breakdown that does not conform to the UDBE Utilization Certification or that demonstrates a different amount of UDBE participation than that included in the UDBE Utilization Certification will be returned for correction. 2, A list of all firms who submitted a bid or quote in attempt to participate in this project whether they were successful or not. Include the business name and mailing address. Kent Valley Signal System Upgrade/Peterson SP - 42 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 Note: The firms identified by the Contractor may be contacted by the Contracting Agency to solicit general information as follows: age of the firm and average of its gross annual receipts over the past three years. Procedures after Execution Commercially Useful Function (CUF) The Contractor may only take credit for the payments made for Work performed by a DBE that is determined to be performing a CUF. Payment must be commensurate with the work actually performed by the DBE. This applies to all DBEs performing Work on a project, whether 1 or not the DBEs are COA, if the Contractor wants to receive credit for their participation. The Engineer will conduct CUF reviews to ascertain whether DBEs are performing a CUF. A DBE performs a CUF when it is carrying out its responsibilities of its contract by actually performing, managing, and supervising the Work involved. The DBE must be responsible for negotiating price; determining quality and quantity; ordering the material, installing (where applicable); and paying for the material itself. If a DBE does not perform "all" of these functions on a furnish and-install contract, it has not performed a CUF and the cost of materials cannot be counted toward UDBE COA Goal. Leasing of equipment from a leasing company is allowed. However, leasing/purchasing equipment from the Contractor is not allowed. Lease agreements shall be readily available for review by the Engineer. In order for a DBE traffic control company to be considered to be performing a CUF, the DBE must be in control of its work inclusive of supervision. The DBE shall employ a Traffic Control Supervisor who is directly involved in the management and supervision of the traffic control employees and services. The DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, contract, or project through which the funds are passed in order to obtain the appearance of DBE participation. The following are some of the factors that the Engineer will use in determining whether a DBE trucking company is performing a CUF: • The DBE shall be responsible for the management and supervision of the entire trucking operation for which it is responsible on the contract. The owner demonstrates business related knowledge, shows up on site and is determined to be actively running the business. • The DBE shall with its own workforce, operate at least one fully licensed, insured, and operational truck used on the Contract. The drivers of the trucks owned and leased by the DBE must be exclusively employed by the DBE and reflected on the DBE's payroll, • Lease agreements for trucks shall indicate that the DBE has exclusive use of and control over the truck(s). This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE absolute priority for use of the leased truck. Kent Valley Signal System Upgrade/Peterson SP - 43 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 Leased trucks shall display the name and identification number of the DBE. UDBE Utilization Plan The UDBE Bid Item Breakdown is the initial plan for Bid Item work committed to UDBE firms. At any time between Execution and Physical Completion, if the Contractor identifies a change in the plan, an update to the Bid Item Breakdown shall be submitted to the Engineer within 7 calendar days of the proposed change for review and acceptance. Plan updates shall not make changes to the Commitment or the UDBE Utilization Certification, Joint Checking A joint check is a check between a Subcontractor and the Contractor to the supplier of materials/supplies. The check is issued by the Contractor as payer to the Subcontractor and the material supplier jointly for items to be incorporated into the project. The DBE must release the check to the supplier, while the Contractor acts solely as the guarantor. A joint check agreement must be approved by the Engineer and requested by the DBE involved using the DBE Joint Check Request Form (form # 272- 053) prior to its use. The form must accompany the DBE Joint Check Agreement between the parties involved, including the conditions of the arrangement and expected use of thejoint checks. The approval to usejoint checks and the use will be closely monitored by the Engineer. To receive DBE credit for performing a CUF with respect to obtaining materials and supplies, a DBE must "be responsible for negotiating price, determining quality and quantity, ordering the material, installing and paying for the material itself." The Contractor shall submit DBE Joint Check Request Form for the Engineer approval prior to using a joint check. Material costs paid by the Contractor directly to the material supplier are not allowed. If proper procedures are not followed or the Engineer determines that the arrangement results in lack of independence for the DBE involved, no DBE credit will be given for the DBE's participation as it relates to the material cost. Prompt Payment Prompt payment to all subcontractors shall be in accordance with Section 1- 08.1 . Prompt payment requirements apply to progress payments as well as return of retainage. Reporting The Contractor and all subcontractors/suppliers/service providers that utilize DBEs to perform work on the project, shall maintain appropriate records that will enable the Engineer to verify DBE participation throughout the life of the project. Refer to Section 1-08.1 for additional reporting requirements associated with this contract. Changes in COA Work Committed to UDBE Kent Valley Signal System Upgrade/Peterson SP - 44 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 The Contractor shall utilize the COA UDBEs to perform the work and supply the materials for which each is committed unless approved by the Engineer. The Contractor shall not be entitled to any payment for work or material completed by the Contractor or subcontractors that was committed to be completed by the COA UDBEs. Owner Initiated Changes Where the Engineer makes changes that result in changes to Work that was committed to a COA UDBE. The Contractor may be directed to substitute for the Work in such instances. Contractor Initiated Changes The Contractor cannot reduce the amount of work committed to a COA UDBE without good cause. Reducing UDBE Commitment is viewed as partial UDBE termination, and therefore subject to the termination procedures below. Original Quantity Underruns In the event that Work committed to a UDBE firm as part of the COA underruns the original planned quantities the Contractor may be required to substitute other remaining Work to another UDBE. Contractor Proposed DBE Substitutions Requests to substitute a COA UDBE must be for good cause (see UDBE termination process below), and requires prior written approval of the Engineer. After receiving a termination with good cause approval, the Contractor may only replace a UDBE with another certified UDBE. When any changes between Contract Award and Execution result in a substitution of COA UDBE, the substitute UDBE shall be certified prior to the bid opening on the Contract. UDBE Termination Termination of a COA UDBE (or an approved substitute UDBE) is only allowed in whole or in part with prior written approval of the Engineer. If the Contractor terminates a COA UDBE without the written approval of the Engineer, the Contractor shall not be entitled to credit towards the UDBE COA Goal for any payment for work or material performed/supplied by the COA UDBE. In addition, sanctions may apply as described elsewhere in this specification. The Contractor must have good cause to terminate a COA UDBE, Good cause typically includes situations where the UDBE Subcontractor is unable or unwilling to perform the work of its subcontract. Good cause may exist if: • The UDBE fails or refuses to execute a written contract. • The UDBE fails or refuses to perform the Work of its subcontract in a way consistent with normal industry standards. • The UDBE fails or refuses to meet the Contractor's reasonable nondiscriminatory bond requirements. • The UDBE becomes bankrupt, insolvent, or exhibits credit unworthiness. Kent Valley Signal System upgrade/Peterson SP - 45 November 20, 2018 Federal Aid Number HSIP-OOOS(468) Project Number: 17-3015 • The UDBE is ineligible to work on public works projects because of suspension and debarment proceedings pursuant to federal law or applicable State law. • The UDBE voluntarily withdraws from the project, and provides written notice of its withdrawal. • The UDBE's work is deemed unsatisfactory by the Engineer and not in compliance with the Contract. • The UDBE's owner dies or becomes disabled with the result that the UDBE is unable to complete its Work on the Contract. Good cause does not exist if: • The Contractor seeks to terminate a COA UDBE so that the Contractor can self-perform the Work. • The Contractor seeks to terminate a COA UDBE so the Contractor can substitute another DBE contractor or non-DBE contractor after Contract Award. • The failure or refusal of the COA UDBE to perform its Work on the subcontract results from the bad faith or discriminatory action of the Contractor (e.g., the failure of the Contractor to make timely payments or the unnecessary placing of obstacles in the path of the UDBE's Work), Prior to requesting termination, the Contractor shall give notice in writing to the UDBE with a copy to the Engineer of its intent to request to terminate UDBE Work and the reasons for doing so. The UDBE shall have five (5) days to respond to the Contractor's notice. The UDBE's response shall either support the termination or advise the Engineer and the Contractor of the reasons it objects to the termination of its subcontract. When a COA UDBE is terminated, or fails to complete its work on the Contract for any reason, the Contractor shall substitute with another UDBE or provide documentation of GFE. A plan to achieve the COA UDBE Commitment shall be submitted to the Engineer within 2 days of the approval of termination or the Contract shall be suspended until such time the substitution plan is submitted. Decertification When a DBE is "decertified" from the DBE program during the course of the Contract, the participation of that DBE shall continue to count as DBE participation as long as the subcontract with the DBE was executed prior to the decertification notice. The Contractor is obligated to substitute when a DBE does not have an executed subcontract agreement at the time of decertification. Consequences of Non-Compliance Breach of Contract Kent Valley Signal System Upgrade/Peterson SP - 46 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number 17-3015 Each contract with a Contractor (and each subcontract the Contractor signs with a Subcontractor) must include the following assurance clause: The Contractor, subrecipient, or Subcontractor 1 shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to: (1) Withholding monthly progress payments; (2) Assessing sanctions; (3) Liquidated damages; and/or (4) Disqualifying the Contractor from future bidding as non-responsible. Notice If the Contractor or any Subcontractor, Consultant, Regular Dealer, or service provider is deemed to be in non-compliance, the Contractor will be informed in writing, by certified mail by the Engineer that sanctions will be imposed for failure to meet the UDBE COA Commitment and/or submit documentation of good faith efforts. The notice will state the specific sanctions to be imposed which may include impacting a Contractor or other entity's ability to participate in future contracts. Sanctions If it is determined that the Contractor's failure to meet all or part of the UDBE COA Commitment is due to the Contractor's inadequate good faith efforts throughout the life of the Contract, including failure to submit timely, required Good Faith Efforts information and documentation, the Contractor may be required to pay DBE penalty equal to the amount of the unmet Commitment, in addition to the sanctions outlined in Section 1 -07.11 (5). Payment Compensation for all costs involved with complying with the conditions of this Specification and any other associated DBE requirements is included in payment for the associated Contract items of Work, except otherwise provided in the Specifications. Federal Agency Inspection Section 1 -07.12 is supplemented with the following: (January 25, 2016) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised May 1 , 2012 and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this Contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are Kent Valley Signal System Upgrade/Peterson SP - 47 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this Contract require that the Contractor insert the FHWA 1273 and amendments thereto in each Subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each Subcontract requiring the Subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier Subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors and lower tier Subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 1-07.13 Contractor's Responsibility for Work SECTION 1-07. 13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH, 1-07.13(4) Repair of Damage (Special Provision) Utilities and Similar Facilities Section 1 -07.17 is supplemented with the following: (April 2, 2007) 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: CenturyLiink Comcast Alex Harb Bill Walker 206-345-4476 253-288-7538 253-831-0395 (cell) 206-255-6975 (cell) Puget Sound Energy Gas Puiggt Sound Energy Power Glenn Helton Dennis Booth 253-395-6926 425-417-9188 (cell) 425-559-4647 (cell) Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) Kent Valley Signal System Upgrade/Peterson SP - 48 November 20, 2018 Federal Aid Number HSIP-000S(468) Project Number: 17-3015 SECTION 1-07. 17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH. 1-07.17 Utilities and Similar Facilities (Special Provision) If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07. 17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: (*1:*** *) 1-07.17(3) Utility Markings (Special Provision) New Section Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment (Special Provision) New Section All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re-marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation (Special Provision) New Section Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, Kent Valley Signal System Upgrade/Peterson SP - 49 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 whether public or private, that excavation will occur, and when excavation will occur, (x*****) 1-07.171 Site Inspection (Special Provision) New Section Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. SECTION 1-07. IS IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: (,=*****) 1-07.18 Public Liability and Property Damage Insurance (Special Provision) To the extent a conflict exists between the terms of this Section 1 -07.18 and the insurance requirements in Section 2 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. Public Convenience and Safety Construction Under Traffic Section 1-07.23(1) is supplemented with the following: (January 2, 2012) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. Kent Valley Signal System Upgrade/Peterson SP - 50 November 20, 2018 Federal Aid Number: HSIP-OOCS(468) Project Number: 17-3015 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 Posted Speed Traveled Way (Feet) 35 mph or less 10 1` 40 mph 15 45 to 55 mp„_ 2.0.... .............. 60 ph or greater 30 or 2-feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers (Special Provision) Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1.08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (*:* ****) 1-08.0 Preconstruction and Preconstruction Conference (Special Provision) New Section The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. Kent Valley Signal System Upgrade/Peterson SP - 51 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5, Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7, Request to sublet, for approval by the Engineer, of all subcontractors. THE SECOND PARAGRAPH OF SECTION 1-08.0(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.0(2) Hours of Work (Special Provision) Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 p.m. Monday through Friday, and 5:00 a.m. on the following day unless otherwise specified in the Kent Special Provisions, with a 5- day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. 1-08.1 Subcontracting (May 17, 2018 APWA GSP, Option A) The eighth and ninth paragraphs are revised to read: The Contractor shall certify to the actual amount received from the Contracting Agency and amounts paid to all firms that were used as Subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the Contract. This includes all Disadvantaged, Minority, Small, Veteran or Women's Business Enterprise firms. This Certification shall be submitted to the Engineer on a Kent Valley Signal System Upgrade/Peterson SP - 52 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 monthly basis each month between Execution of the Contract and Physical Completion of the Contract using the application available at: https://wsdot.diversitycompliance.com. A monthly report shall be submitted for every month between Execution of the Contract and Physical Completion regardless of whether payments were made or work occurred. The Contractor shall comply with the requirements of RCW 39,04.250, 39.76.011 , 39.76.020, and 39.76,040, in particular regarding prompt payment to Subcontractors. Whenever the Contractor withholds payment to a Subcontractor for any reason including disputed amounts, the Contractor shall provide notice within 10 calendar days to the Subcontractor with a copy to the Contracting Agency identifying the reason for the withholding and a clear description of what the Subcontractor must do to have the withholding released. Retainage withheld by the Contractor prior to completion of the Subcontractors work is exempt from reporting as a payment withheld and is not included in the withheld amount. The Contracting Agency's copy of the notice to Subcontractor for deferred payments shall be submitted to the Engineer concurrently with notification to the Subcontractor. (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection, A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1 . Request to Sublet Work (Form 421 -012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects (Form 420-004). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit for the same time period. Prosecution and Progress Subcontracting Section 1 -08.1 is supplemented with the following: (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004) Kent Valley Signal System Upgrade/Peterson SP - 53 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed, This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection, A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1 . Request to Sublet Work (Form 421-012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects (Form 420-004). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit for the same time period. 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. Time for Completion Section 1-08.5 is supplemented with the following: Kent Valley Signal System Upgrade/Peterson SP - 54 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 (March 13, 1995) This project shall be physically completed within fifty (50) working days,. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: (. **** 1 1-08.5 Time for Completion (Special Provision) Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. 1-08.6 Suspension of Work Section 1-08.6 is supplemented with the followings. (January 2, 2018) Contract time may be suspended for procurement of critical materials (Procurement Suspension). In order to receive a Procurement Suspension, the Contractor shall within 21 calendar days after execution by the Contracting Agency, place purchase orders for all materials deemed critical by the Contracting Agency for physical completion of the contract. The Contractor shall provide copies of purchase orders for the critical materials. Such purchase orders shall disclose the purchase order date and estimated delivery dates for such critical material. The Contractor shall show procurement of the materials listed below as activities in the Progress Schedule. If the approved Progress Schedule indicates that the materials procurement are critical activities, and if the Contractor has provided documentation that purchase orders are placed for the critical materials within the prescribed 21 calendar days, then contract time will be suspended upon physical completion of all critical work except that work dependent upon the below listed critical materials: Cobalt Traffic Controllers TS/2 Traffic Signal Controller Cabinets Traffic Signal Pole Charging of contract time will resume upon delivery of the critical materials to the Contractor or 120 calendar days after execution by the Contracting Agency, whichever occurs first 1-08.9 Liquidated Damages (August 14, 2073 APWA GSP) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine that the work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Kent Valley Signal System Upgrade/Peterson SP - 55 November 20, 2018 Federal Aid Number HSIP-000S(468) Project Number 17-3015 Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. 1-09 MEASUREMENT AND PAYMENT Payments Retainage Section 1-09.9(l) content and title is deleted and replaced with the following: (June 27, 2011) Vacant SECTION 1-09. 11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11(3) Time Limitations and Jurisdiction (Special Provision) This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. 1-10 TEMPORARY TRAFFIC CONTROL Traffic Control Management General Section 1-10.2(1) is supplemented with the following: Kent Valley Signal System Upgrade/Peterson Sp - 56 November 20, 2018 Federal Aid Numbers HSIP-OOOS(468) Project Number: 17-3015 (January 3, 2017) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers-Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 12545 135m 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 1-10.3 Traffic Control Labor, Procedures, and Devices 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BV ADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, steel sheet(s) required to keep the road open to traffic, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and . 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment (Special Provision) Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: Kent Valley Signal System Upgrade/Peterson SP - 57 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 The unit bid price per hour for "Off-DutyUniformed Police Officer" will be complete compensation for the utilization of a uniformed off-duty Police Officer for traffic control purposes. Cost is per hour for each hour an officer is on the project with a minimum call out time of 4 hours. The Contracting Agency (City of Kent) has set the unit price for "Uniformed Off-duty Police Officer." The lump sum price for "Traffic Control" will be complete compensation for implementation of the traffic control plans, including the traffic control supervisor and traffic control labor as described in Section 1-10.2(1) B of the WSDOT Standard Specifications in addition to all traffic control devices vehicles and equipment for providing work described in Section 1-10.3(3)L of the Kent Special Provisions to implement traffic control for the entire project. Payment for "Traffic Control" will be made as follows: 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. Kent Valley Signal System Upgrade/Peterson SP - 58 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 D I D IS ON 8 -- I S ELLANEOU C-ONST_EZIUCT I!O1' 8-20 ILLUMINATION, TRAFFIC SIGNAL. SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS AND ELECTRICAL SECTION 8-20. 1 IS REVISED AS FOLLOWS: 8-20.1 Description (Special Provision) THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. The locations ofjunction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. 8-20.3 Construction Requirements SECTION 8-20.3(14)E IS REVISED AS FOLLOWS: 8-20.3(14)E Signal Standards (Special Provision) ITEMS IS REVISED AS FOLLOWS: 8. All tenons shall be field installed using Astro-BracT4 AB-3008 Clamp Kits, or pre- approved equal. 8-20.3(18) Fiber Optic Communications ADD THE FOLLOWING NEW SECTION: (1:k*k k k) 8-20.3(18)A Description (Special Provision) New Section The work specified in this section shall include the "Supply and Install Fiber Optic Cable" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to supply and install the fiber optic cable where shown on the plans and described in these specifications. Installation shall be within existing conduit,junction boxes and controller cabinets. The fiber optic cable will be Singlemode Fiber Optic Cable per Section 9-29.3(1)A. (WW�W WW) Kent Valley Signal System Upgrade/Peterson SIP - 59 November 20, 2018 Federal Aid Number: HSIP-0005(468) Project Number: 17-3015 8-20.3(18)B Standards and Quality Assurance (Special Provision) New Section All work described in this section shall meet or exceed the applicable provisions of the following documents: 1 . ANSI/EIA/TIA-455, Standard Test Procedures for Fiber Optic Fibers, Cables, Transducers, Connecting and Terminating Devices, and Other Fiber Optic Components. 2, ANSI/TIA/EIA-526-7, Measurement of Optical Power loss of Installed Single Mode Fiber Cable Plant. 3. ANSI/TIA/EIA-568-B, Commercial Building Telecommunications Cabling Standard 4. ANSI/TIA/EIA-598, Optical Fiber Cable Color Coding. 5. ANSI/TIA/EIA-758, Customer-Owned Outside Plant Telecommunications Cabling Standard. 6. BICSI : BICSI Telecommunications Cabling Installation Manual (TCIM). 7. BICSI : BICSI Telecommunications Distribution Methods Manual. 8. BICCI : BICSI Customer-Owned Outside Plant Design Manual. 8-20.3(18)C Fiber Optic Cable Installation (Special Provision) New Section Fiber optic cables shall be installed in continuous lengths without intermediate splices throughout the entire project, except at the location(s) specified in the Plans. The cable installation personnel shall be familiar with the cable manufacturer's recommended procedures including but not limited to the following: 1 . Proper attachment to the cable strength elements for pulling during installation. 2. Cable tensile limitations and the tension monitoring procedure. 3. Cable bending radius limitations. The Contractor shall comply with the cable manufacturer's specifications. To accommodate long continuous installation lengths, bi-directional pulling of the fiber optic cable is approved and shall be implemented as follows: From the midpoint, pull the fiber optic cable into the conduit from the shipping reel. When this portion of the pull is complete, the remainder of the cable must be removed from the reel to make the inside end available for pulling in the opposite direction. This is accomplished by hand pulling the cable from the reel and laying into large figure eight loops on the ground. The purpose of the figure eight pattern is to avoid cable tangling and kinking. The loops must be laid carefully one upon the other (to prevent subsequent tangling) and must be in a protected area. The inside reel end of the cable is then available for installation. In some cases, it may be necessary to set up the winch at an intermediate cable vault. The required length of cable is pulled to that point, and brought out of the cable vault and coiled into a figure eight. The figure eight is then turned over to gain access to the free cable end which can then be reinserted into the duct system for installation into the next section. Kent Valley Signal System Upgrade/Peterson SP - 60 November 20, 2018 Federal Aid Number, HSIP-000S(468) Project Number: 17-3015 Where noted on the Plans, the Contractor shall remove the existing copper interconnect cable prior to installing the new fiber optic cable. The pulling eye/sheath termination hardware on the fiber optic cables shall not be pulled over any sheaves. When power equipment is used to install the fiber optic cables, it must be designed to be used with fiber optic cable. Low speeds shall be used, not to exceed 100 feet per minute. The equipment must show the rate of pull, tension and automatically shut down if any cable pulling parameters are exceeded. The tensile and bending limitation for fiber optic cables shall not be exceeded under any circumstances. The use of large diameter wheels, pulling sheaves, and cable guides shall be used to maintain the appropriate bending radius. Tension monitoring shall be accomplished using commercial dynamometers or load-cell instruments. 8-20.3(18)D Fiber Optic Cable Splicing (Special Provision) New Section The City of Kent will splice and terminate fiber cables within the controller cabinet. 8-20.3(18)E Fiber Optic Cable Labeling (Special Provision) New Section Permanent cable labels shall be used to identify fiber cable in each junction box and controller cabinet. Identification method shall be pre-approved by the Engineer prior to use. 8-20.3(18)F Fiber Optic Cable Testing (Special Provision) New Section The Contractor shall provide documentation of test results that demonstrate that all fiber optic cables meet the specified optical and mechanical performance criteria before installation. 8-20.3(18)G Optical Time Domain Reflectometer (Otdr) Testing (Special Provision) New Section A recording optical time domain reflectometer (OTDR) shall be utilized to test for continuity and attenuation of each optical fiber. The OTDR shall be equipped with a 1 ,310 nm and 1,550 nm light source for single-mode optical fibers. The OTDR shall log test data and be capable of providing a hard copy record of each test measurement. The OTDR shall be equipped with sufficient internal masking to allow the entire cable section to be tested. This may be achieved by using an optical fiber pigtail of sufficient length to display the required cable section, or by using an OTDR with sufficient normalization to display the required cable section. A Kent Valley Signal System Upgrade/Peterson SP - 61 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 hard copy of the test results shall be provided for all fiber optic attenuation tests. Prior to commencing testing, the Contractor shall submit the manufacturer and model number of the OTDR test unit. Each fiber shall be tested in at least one direction at the 1310 and 1550 nanometer wavelengths. The following information shall be documented for each fiber test measurement: Fiber length Wavelength Refraction index Fiber type Averaging time Pulse width Cable and fiber IDs Date, time, and operator Event table that includes: event ID, type, location, loss, and reflection. 8-20.3(19) Closed Circuit Television (CCTV) Camera System (Special Provision) New Section ADD THE FOLLOWING NEW SECTION: 8-20.3(19)A Description (Special Provision) New Section This work consists of providing a traffic monitoring camera system to include provision and installation of camera assemblies (camera, lens, and housing), pan and tilt drives, cables, and other equipment necessary to provide a complete and operable CCTV camera. The CCTV cameras shall be delivered to the City of Kent Traffic Signal Shop for setup and testing. 8-20.3(19)B1 Materials (Special Provision) New Section CCTV system materials shall be per Section 9-29.27 (CCTV System). The CCTV camera shall be a Cohu RISE 4260. Unless otherwise indicated in the Plans or specified in the Special Provisions, all materials shall be new. 8-20.3(19)B2 Mounting (Special Provision) New Section Mounting of camera on luminaire/signal poles and mast arms shall utilize appropriate mounting equipment and hardware per Section 9-29.27 (CCTV System) and shown in the Plans. Kent Valley Signal System Upgrade/Peterson SP - 62 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 8-20.3(19)C Construction Requirements (Special Provision) New Section For each new CCTV camera shown in the Plans, the Contractor shall furnish, and install a CCTV camera system that includes the camera, mounting materials, cables, cable splices, connectors and any additional equipment and hardware required for a complete and operational CCTV camera system, per Section 9-29,27 (CCTV SYSTEM). 18-20.3(19)D General Cable Installation (Special Provision) New Section The Contractor shall submit to the Engineer the method that is intended to be used to install the various cables. Any cable runs which have damaged jackets or do not pass the appropriate test will be rejected and shall be replaced by the Contractor at no additional cost to the City of Kent. Shielded cables terminated at a cabinet shall have their shields grounded at the cabinet at one end and insulated at the other. Insulated spade type terminals shall be used when connecting wire to terminal blocks. Cables at the camera end shall be soldered to the connectors provided with the equipment using established techniques. The rear connection area shall be filled with silicone rubber compound. The cables to the camera shall be encased in a flexible sheath to form one cable between the camera and the local control cabinet. All cables shall be supported so that there is no weight being transferred from the camera cable to the entry points through poles or extrusions. All holes through poles shall be sealed with outdoor rated watertight grips. All cables shall be tagged with permanent markers of PVC identifying their use. Cables shall be tagged at both ends and at every junction box location. 8-20.3(19)E Camera Cable (Special Provision) New Section Camera cables shall extend from the camera control receiver to the camera and pan/ tilt drive unit. These cables shall provide camera power, environmental housing heater power, pan/ tilt drive power and controls, camera lens controls, and additional wires for preset positioning of pan/ tilt and lens. The number and size of wires required in the camera cable is dependent upon the vendor selected for pan/tilt drives. The Contractor shall provide and install camera cables with the proper type and quantity of conductors to enable connection as recommended by the selected vendors and as required to provide for proper operation of the closed circuit television system. Kent Valley Signal System Upgrade/Peterson SP - 63 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 Camera cables shall be as per the manufacturer's specifications and designed for long life operation under adverse weather conditions. Cable connectors at the camera housing and pan/tilt drive shall be waterproofed in accordance with vendor recommendations. Camera cables shall be terminated on terminals in the camera control cabinet. 8-2O.3(19)F CCTV System Test (Special Provision) New Section The Contractor shall allow the City 1 week to setup and test the PTZ camera(s). If problems are found by the City during each testing phase, the Contractor shall repair, replace, or reconfigure each CCTV camera installation as necessary, at no additional cost to the Contracting Agency. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment (Special Provision) "Traffic Signal Display Modifications at:" 84th Ave S & S 208th St 84th Ave S & SR167 N6 Ram 84th Ave S & SR167 SB Rams 76th Ave S & S 228th St 58th Place S & S 200th St 80th Ave S & S 196th St 58th Ave S & S 228th St The lump sum contract price for "Ttafffic Signal Display Modifications" at the above locations shall be full pay for all equipment, tools, materials and labor necessary for the modification of existing traffic signal displays, removing, relocating and installing vehicle signal heads; removing and relocating overhead traffic control signs; relocating Opticom emergency vehicle detectors, covering abandoned tenons or other holes in mast arms from abandoned attachment points; removing LED vehicle signal modules frorn signal heads removed from signal mast arms, and reinstalling those traffic signal modules in other new signal housings, restoring facilities destroyed or damaged during construction, salvaging existing materials, making all required tests, and Labor and Industries electrical inspection and delivering salvaged materials to the appropriate location. The work is expected to cause short duration closures for the single lane above which the work is conducted, and will not require a formal lane closure. Work vehicles must be equipped with sequential arrow boards to direct approaching vehicles past the work vehicle. Inclusion of the sequential arrow boards and any supplemental warning beacons shall be included in the lump sum contract price. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. The contract price shall also include equipment, tools, materials and labor necessary for the temporary operation of the existing traffic signal system during the modification. Kent Valley Signal System Upgrade/Peterson SP - 64 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 The lump sum contract price for "Traffic Signal Display Modlfucations and Traffic o aAnnitorinn f at RRth a, o C R. Q 99Rth S In �all<`i^n v. W U ." shall be full pay for all equipment, tools, materials and labor necessary for the modification of existing traffic signal displays, removing, relocating and installing vehicle signal heads; removing and relocating overhead traffic control signs; installing new traffic monitoring camera; relocating Opticom emergency vehicle detectors, covering abandoned tenons or other holes in mast arms from abandoned attachment points; removing LED vehicle signal modules from signal heads removed from signal mast arms, and reinstalling those traffic signal modules in other new signal housings, restoring facilities destroyed or damaged during construction, salvaging existing materials, making all required tests, and Labor and Industries electrical inspection and delivering salvaged materials to the appropriate location. The work is expected to cause short duration closures for the single lane above which the work is conducted, and will not require a formal lane closure. Work vehicles must be equipped with sequential arrow boards to direct approaching vehicles past the work vehicle. Inclusion of the sequential arrow boards and any supplemental warning beacons shall be included in the lump sum contract price. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. The contract price shall also include equipment, tools, materials and labor necessary for the temporary operation of the existing traffic signal system during the modification. "Traffic Signal Display Modifications and Controller Cabanet Re laocment at:" 68th Ave S & S 204th St 64th Ave S & S 228th St 72nd Ave S & S 196th St The lump sum contract price for "Traffic Signal DisplayModifications and Controller Cabinet Replacement:" at the above locations shall be full pay for all equipment, tools, materials and labor necessary for the modification of existing traffic signal displays, removing, relocating and installing vehicle signal heads and TS2 controller cabinet; removing and relocating overhead traffic control signs; relocating Opticom emergency vehicle detectors, covering abandoned tenons or other holes in mast arms from abandoned attachment points; removing LED vehicle signal modules from signal heads removed from signal mast arms, and reinstalling those traffic signal modules in other new signal housings, restoring facilities destroyed or damaged during construction, salvaging existing materials, making all required tests, and Labor and Industries electrical inspection and delivering salvaged materials to the appropriate location. The work is expected to cause short duration closures for the single lane above which the work is conducted, and will not require a formal lane closure. Work vehicles must be equipped with sequential arrow boards to direct approaching vehicles past the work vehicle. Inclusion of the sequential arrow boards and any supplemental warning beacons shall be included in the lump sum contract price. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. The contract price shall also include equipment, tools, materials and labor necessary for the temporary operation of the existing traffic signal system during the modification. Kent Valley Signal System Upgrade/Peterson SP - 65 November 20, 2018 Federal Aid Number. HSIP-000S(468) Project Number: 17-3015 "Tr'caffic Monitoring Camera Installation at:" 68th Ave S & S 212th St 84th Ave S & S 228th St The lump sum contract price for "Traffic Monitoring l Camera Installlation_" at the above locations shall be full pay for all equipment, tools, materials and labor necessary for the installation of a traffic monitoring camera, restoring facilities destroyed or damaged during construction, salvaging existing materials, making all required tests, and Labor and Industries electrical inspection and delivering salvaged materials to the appropriate location. The work is expected to cause short duration closures for the single lane above which the work is conducted, and will not require a formal lane closure. Work vehicles must be equipped with sequential arrow boards to direct approaching vehicles past the work vehicle. Inclusion of the sequential arrow boards and any supplemental warning beacons shall be included in the lump sum contract price. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the camera installation, shall be included in the lump sum contract price. The contract price shall also include equipment, tools, materials and labor necessary for the temporary operation of the existing traffic signal system during the modification. Traffic Signal Display Modifications, Controller Cabinet Replacement and Traffic Monitoring Camera Installation at:" 68th Ave S & S 196th St 84th Ave S & S 196th St The lump sum contract price for "Traffic Signal Display Modifications, Controller Cabinet Replacement and Traffic Monitoring_Camera Installation:" at the above locations shall be full pay for all equipment, tools, materials and labor necessary for the modification of existing traffic signal displays, removing, relocating and installing vehicle signal heads and controller cabinet; removing and relocating overhead traffic control signs; installing new traffic monitoring camera; relocating Opticom emergency vehicle detectors, covering abandoned tenons or other holes in mast arms from abandoned attachment points; removing LED vehicle signal modules from signal heads removed from signal mast arms, and reinstalling those traffic signal modules in other new signal housings, restoring facilities destroyed or damaged during construction, salvaging existing materials, making all required tests, and Labor and Industries electrical inspection and delivering salvaged materials to the appropriate location. The work is expected to cause short duration closures for the single lane above which the work is conducted, and will not require a formal lane closure. Work vehicles must be equipped with sequential arrow boards to direct approaching vehicles past the work vehicle. Inclusion of the sequential arrow boards and any supplemental warning beacons shall be included in the lump sum contract price. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. The contract price shall also include equipment, tools, materials and labor necessary for the temporary operation of the existing traffic signal system during the modification. Kent Valley Signal System Upgrade/Peterson SP - 66 November 20, 2018 Federal Aid Number: HSIP-000S(468) Project Number: 17-3015 The lump sum contract price for "Traffic Signal Dl Modifications and Signal R Reti9acement at Be Ave. S. & S. 21 e St." shall be full pay for all equipment, tools, materials and labor necessary for the modification of existing traffic signal displays, replacing existing signal pole with new pole and mast arms; removing, relocating and installing vehicle signal heads; removing and relocating overhead traffic control signs; relocating Opticom emergency vehicle detectors, covering abandoned tenons or other holes in mast arms from abandoned attachment points; removing LED vehicle signal modules from signal heads removed from signal mast arms, and reinstalling those traffic signal modules in other new signal housings, restoring facilities destroyed or damaged during construction, salvaging existing materials, making all required tests, and Labor and Industries electrical inspection and delivering salvaged materials to the appropriate location. The work is expected to cause short duration closures for the single lane above which the work is conducted, and will not require a formal lane closure. Work vehicles must be equipped with sequential arrow boards to direct approaching vehicles past the work vehicle. Inclusion of the sequential arrow boards and any supplemental warning beacons shall be included in the lump sum contract price. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. The contract price shall also include equipment, tools, materials and labor necessary for the temporary operation of the existing traffic signal system during the modification. The lump sum contract price for "Replace Existing Copper Interconnect with Fiber Optic Cable along 64'h Avenue S from Meeker Street to S 228fB' Street' shall be full pay for all equipment, tools, materials and labor necessary for the removal of existing copper interconnect and installation of fiber optic cable, restoring facilities destroyed or damaged during construction, salvaging existing materials, making all required tests. The work is expected to cause short duration lane closures for the single curb lane where the work is conducted, and will not require a formal lane closure. Work vehicles must be equipped with sequential arrow boards to direct approaching vehicles past the work vehicle. Inclusion of the sequential arrow boards and any supplemental warning beacons shall be included in the lump sum contract price. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the fiber optic cable installation, shall be included in the lump sum contract price. The lump sum contract price for "Replace Existing Copper Interconnect with Fiber Optic Cable along S 212Th Street from 8461i Avenue S to 591" Place S" shall be full] pay for all equipment, tools, materials and labor necessary for the removal of existing copper interconnect and installation of fiber optic cable, restoring facilities destroyed or damaged during construction, salvaging existing materials, making all required tests. The work is expected to cause short duration lane closures "for the single curb lane where the work is conducted", and will not require a formal lane closure. Work vehicles must be equipped with sequential arrow boards to direct approaching vehicles past the work vehicle. Inclusion of the sequential arrow boards and any supplemental warning beacons shall be included in the lump sum contract price. All additional materials and labor, not shown in the plans or called for herein and Kent Valley Signal System Upgrade/Peterson SP - 67 November 20, 2018 Federal Aid Number: HSIP-OOOS(468) Project Number: 17-3015 which are required to complete the fiber optic cable installation, shall be included in the lump sum contract price. The lump sum contract price for "Replace Ex sting Copper Interconnect with Fiber Optic Cable along Washington Avenue (6WF Avenue/West Valley HiHighway) from James Street to Todd Boulevard" shall be full pay for all equipment, tools, materials and labor necessary for the removal of existing copper interconnect and installation of fiber optic cable, restoring facilities destroyed or damaged during construction, disposal of removed materials, making all required tests. The lump sum price shall also include saw cutting, removal and disposal of asphalt over the two type 8 junction boxes and final patch repair with LIMA Class 1/2" PG58V22, minimum asphalt removal area for each of the two type 8 junction boxes shall include one foot area around the box and at a minimum of 4 inch depth. Around thejunction boxes, existing asphalt shall be removed from around thejunction box to the subbase or to existing concrete. The asphalt patch shall meet all provisions of the 2018 WSDOT Standard Specifications Section 5-04 Hot Mix Asphalt. The asphalt patch shall be completed the same evening work will be completed the same evening thejunction box is exposed and the fiber is pulled. The work is expected to cause periodic lane closures for the single curb lane where the work is conducted, and will require a formal lane closure. Work vehicles must be equipped with sequential arrow boards to direct approaching vehicles past the work vehicle. Inclusion of the sequential arrow boards and any supplemental warning beacons shall be included in the lump sum contract price. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the fiber optic cable installation, shall be included in the lump sum contract price. „Traffic Si naf Ois la '0 -i ications at:" 84`" Ave. S. and S. 208"' St. 64`h Ave. S. and S. 21 2`h St. 84th Ave. S. and SR 167 Northbound Ramp 84`h Ave. S. and SR 167 Southbound Ram 761h AvA C_ and C 990h Ct 58`h Pl. S. and S.y200"' St. Rfllh 4vo C_ anri _C 1QFth Ct L,Rth wA C_ anri C 99R1h Ct The lump sum contract price for "Traffic Signal Dl Modifications" at the above locations shall be full pay for all equipment, tools, materials and labor necessary for the modification of existing traffic signal displays, removing, relocating and installing vehicle signal heads; removing and relocating overhead traffic control signs; relocating Opticom emergency vehicle detectors, covering abandoned tenons or other holes in mast arms from abandoned attachment points; removing LED vehicle signal modules from signal heads removed from signal mast arms, and reinstalling those traffic signal modules in other new signal housings, restoring facilities destroyed or damaged during construction, salvaging existing materials, making all required tests, and Labor and Industries electrical inspection and delivering salvaged materials to the appropriate location. The work is expected to cause short duration closures for the single lane above which the work is conducted, and will not require a formal lane closure. Work vehicles must be equipped with sequential arrow boards to direct approaching vehicles past the work vehicle. Inclusion of the sequential arrow boards and any supplemental warning beacons shall be included in the lump sum contract price. All additional materials and labor, not shown in the plans or Kent Valley Signal System Upgrade/Peterson SP - 68 November 20, 2018 Federal Aid Number HSIP-000S(468) Project Number: 17-3015 called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. The contract price shall also include equipment, tools, materials and labor necessary for the temporary operation of the existing traffic signal system during the modification. Kent Valley Signal System Upgrade/Peterson SP - 69 November 20, 2018 Federal Aid Number, HSIP-OOOS(468) Project Number 17-3015 DIVISION 91 - MATERIAL 9-29 ILLYMINATION, SIGNAL ELECTRICAL SECTION 9-29. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE BEGINNING OF THIS SECTION: (*****4:) 9-29.1 Conduit, Innerduct, and Outerduct (Special Provision) Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THESE SECTIONS: 9-29.2(1)A Standard Duty Junction Boxes (Special Provision) Box frame and lid shall be hot dip galvanized only. (******) 9-29.2(1)B Heavy-Duty Junction Boxes (Special Provision) Box frame and lid shall be hot dip galvanized only. SECTION 9-29.3 IS REVISED AS FOLLOWS: 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable (**** *") 9-29.3(1)A Singlemode Fiber Optic Cable (Special Provision) SUPPLEMENT THIS SECTION WITH THE FOLLOWING: New optical fiber cable: Shall be outside plant type, non-armored, all-dielectric, loose tube, gel-free, single mode (OS2), 24 fibers, consisting of two (2) buffer tubes containing 12 fibers in each tube. Optical fiber cable shall be Corning brand Altos® with Fast Access Technology, Manufactures Part Number: 024ZU4- Kent Valley Signal System Upgrade/Peterson SP - 70 November 20, 2018 Federal Aid Number: HSIP-OOS(468) Project Number: 17-3015 T41`22D20, or approved equivalent which meets all requirements of WSDOT Standard Specifications sections 9-29.3(1), 9-29.3(1)A. SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: 9-29.3(2)l Twisted-Pair Communication Cable (Special Provision) Replace "AWG 22" with "#AWG 19", THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. 9-29.12 Electrical Splice Materials SECTION 9-29. 12(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(1) Illumination Circuit Splices (Special Provision) Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. They shall employ the following moisture-blocking insulation. ScotchTm 220012210 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently-applied Scotcl7koteTM 054007-14853 Electrical Coating. 9-29.13 Controller Cabinet Assemblies. (Special Provision) REPLACE THE LAST SENTENCE WITH THE FOLLOWING: Traffic Signal Controller Cabinet Assemblies shall meet the requirements of NEMA TS2 Specification. 9.29.13(1) Environmental, Performance, and Test Standards for Solid-State Traffic Controller Assemblies. (Special Provision) REPLACE THE THIRD SENTENCE WITH THE FOLLOWING: Kent Valley Signal System Upgrade/Peterson SP - 71 November 20, 2018 Federal Aid Number: HSIP-005(468) Project Number: 17-3015 NEMA control assemblies shall meet or exceed current NEMA TS 2 Environmental Standards. SECTION 9-29. 13 (2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(2) Traffic Signal Controller Assembly Testing. (Special Provision) Each traffic signal controller assembly shall be tested as follows. The Contractor shall: 1 . Prior to shipping, arrange controller cabinet testing and drop off time with City of Kent Public Works Transportation. The entire controller cabinet, complete with all auxiliary equipment, shall be delivered to the City of Kent Traffic Signal Shop, located at 1625 Central Ave S Unit #25. Lift Gate delivery vehicle shall be required at this facility. 2. The period of testing shall be for a minimum of 2 weeks in duration and is intended to demonstrate the operation of all equipment. If the traffic signal control assembly passes all testing, the Contractor will be notified the Cabinet is ready for pick-up. 3. If the traffic signal control assembly fails testing, the Contractor shall have 7 calendar days to repair or replace the failed components. Once all repairs are completed the testing will resume. Any deficiencies or equipment failures discovered shall be corrected by the Contractor, at his expense. 4. The successful completion of the performance test will constitute acceptance of the equipment by the City. SECTION 9-29. 13(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(3) Traffic Signal Controller (Special Provision) The traffic-actuated controller for all City traffic signals shall be a Econolite Corp. Cobalt Controller. SECTION 9-29.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(4) Traffic-Signal Controller Software. (Special Provision) Controller shall be provided with the most current software release that operates fully with the City's Cental System Software. Current version of controller maintenance and operation documentation shall be provided with each controller in an electronic format. Kent Valley Signal System Upgrade/Peterson SP - 72 November 20, 2018 Federal Aid Number: HSIP-00S(468) Project Number 17-3015 SECTION 9-29. 13(5) IS REVISED AS FOLLOWS: 9-29.13(5) Flashing Operations (Special Provision) ADD THE FOLLOWING TO THE END OF THE FIRST PARAGRAPH: When the cabinet is commanded to Flashing mode, the DC supply voltage shall be removed from all loadswitches. The flash transfer relays shall be de-energized during flashing operations. REPLACE THE LAST SENTENCE IN ITEM 2 WITH THE FOLLOWING: When the flash-automatic switch is changed to the automatic position, the controller shall resume normal automatic operation with the display and timing as it existed before the flash mode was enabled. DELETE THE SECOND SENTENCE IN ITEM 3. DELETE ITEM 4 IN ITS ENTIRETY. REVISE ITEM 5 BY DELETING"at the beginning of major street green" IN THE LAST SENTENCE. SECTION 9-29. 13(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THE SECTION: 9-29.13(7) Wiring Diagrams (Special Provision) The cabinet wiring drawing shall also be provided in AutoCAD v2008 file. All cabinet wiring, and layout shall fit on (1) E1 size sheet, multiple pages shall not be allowed. Component cut sheets and equipment operating manuals shall be provided for devices used within the controller cabinet. SECTION 9-29. 13(10)A IS REVISED AS FOLLOWS: 9-29.13(10)A Auxiliary Equipment for NEMA Controllers (Special Provision) ITEM 2 IS REPLACED WITH THE FOLLOWING: 2. Type P-1 controller cabinets shall include a fully-wired 16-position back panel / load bay. Printed circuit-type load bay design is not acceptable. The load bay shall be of the tilt down style requiring no tools to swing it down; giving access to the back of the load switches and all wiring behind the load bay. The Kent Valley Signal System Upgrade/Peterson SP - 73 November 20, 2018 Federal Aid Number: HSIP-OOS(468) Project Number: 17-3015 cabinet shall include the following additional components: twelve solid-state load switches that conform to NEMA TS-2 specifications, sixteen 4 channel half width detectors (Eberle Design, Inc Model LMD624H or Reno A+ETM Model Y/2-200-ss or approved equal), one TS2 Cabinet Power Supply rated at SAmps (Eberle Design, Inc Model PS250 or approved equal), six TS2 half width Bus Interface Units (Eberlie Design, Inc Model BIU700H or approved equal), One Opticom phase selector (Global Traffic Technologies Model 764 or approved equal), twelve red output jumpers to short pin 1 to pin 3 on the loadswitch sockets and auxiliary accessories to provide a complete and functional traffic signal control system. ITEM 3c. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of twenty AC neutral termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 3f, IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of ten earth ground unused termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 4 /S REPLACED WITH THE FOLLOWING: 4. A police panel located behind the police panel door shall be equipped with a flash-automatic switch. See Section 9-29,13(5) (above) for operational requirements. ITEM 5 IS REPLACED WITH THE FOLLOWING: 5. An auxiliary control panel located inside the controller cabinet with a Flash- Automatic switch, a Controller On-Off switch, and a Stop Time switch. The Flash- Automatic switch shall put the signal on Flash without applying Stop Time. The Stop Time switch shall provide for application of stop time or disabling ALL other stop time inputs. A ground fault interrupter-protected double outlet shall also be provided on the panel. The panel shall be side or bottom-hinged. ITEM 6 IS REPLACED WITH THE FOLLOWING: 6. The conflict monitor shall be a Eberle Design Inc. EDI MMU2-16LE(ip), or approved equal. See Section 9-29.13(2) of the Kent Special Provisions for operational requirements. The unit shall monitor conflicting signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal will revert to Flash if the conflict monitor is removed from service and the cabinet door is closed. Supplemental resistor loads, not to exceed 10 watts per monitored circuit, shall be provided to prevent monitor actuation caused by dimming or lamp burnout. Supplemental loads shall be installed on the control side of the field terminals, for the odd numbered phases and overlaps. DELETE ITEM 7 IN ITS ENTIRETY. ITEM 10 IS SUPPLEMENTED WITH THE FOLLOWING PARAGRAPH AT THE END: Kent Valley Signal System Upgrade/Peterson SP - 74 November 20, 2018 Federal Aid Number, HSIP-OOS(468) Project Number: 17-3015 10.No more than one wire shall be permitted per crimped terminal lug. All terminals shall be identified in conformance to the cabinet wiring diagram. All equipment input and output functions shall be terminated on terminal blocks for easy access. The cabinet shall contain a spare door indicator switch (normally closed contacts) which will be wired to a terminal block for future use. SECTION 9-29. 13(10)C IS REVISED AS FOLLOWS: \9-29.13(10)C NEMA Controller Cabinets (Special Provision) ITEM 1 IS REPLACED WITH THE FOLLOWING: 1 . The controller cabinet shall be a 44-inch wide Type P-1 and shall be constructed of aluminum. Cabinets shall be finished inside with an approved finish coat of exterior white enamel. The outside of the aluminum cabinet shall be unfinished. ITEM 2 IS REPLACED WITH THE FOLLOWING: 2. The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. All equipment shall set squarely on shelves or be mounted in racks and shall be removable without turning, tilting, or rotating or relocating one device to remove another. The cabinet shall be provided with two (2) shelves that are reinforced with a welded V channel, fabricated from 5052- H32 0.125-inch thick aluminum with double flanged edges rolled front to back. Slotted or round holes shall be provided on front and back flanges for the purpose of tying off wire bundles. One detector rack shall support (16) channels of loop detection, (1) Buss Interface Unit (BIU) and (4) channel of OpticomT° This rack shall be capable of using half width 4-channel loop amplifiers, half width Buss Interface Unit (BIU) and both two channel or four channel OpticomT1 cards. The other three detector racks shall support (16) channels of loop detection using half width 4-channel loop amplifiers and one (1) half width Buss Interface Unit (BIU). 9-29.16 Vehicular Signal Heads, Displays, and Housing SECTION 9-29.16(2)A IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.16(2)A Optical Units (Special Provision) 1 . Light emitting diode (LED) light sources are required for all signal displays. a. Wattage (maximum) : 35 watts. b. Voltage: The operating voltages shall be between 85 VAC and 130 VAC. c. Temperature: Temperature range shall be —35 C to +70 C. Kent Valley Signal System Upgrade/Peterson SP - 75 November 20, 2018 Federal Aid Number: HSIP-OOS(468) Project Number. 17-3015 d. LED Types: The LED modules shall be DialightTm Traffic Signal Light Emitting Diode (LED) with the following part numbers, or approved equal. Size Description Part Number 12 inch RED Ball 433-1 210-003XL1 5 12 inch AMBER Ball 433-3230-901 XL1 5 12 inch GREEN Ball 433-2220-001 XL1 5 12 inch RED Arrow 432-1314-001XOD15 12 inch AMBER Arrow 431 -3334-901 XOD1 5 12 inch GREEN Arrow 432-2324-001 XOD15 12 inch GREEN/AMBER Arrow 430-6370-001 e. Enclosure: The enclosure for the LEDs and associated circuitry shall be dust and water-resistant. f. Lens: The lens shall be a polycarbonate lens. The lens shall be free from bubbles, flaws, and other imperfections and shall not be diffused. g. Warranty: A fifteen-year written manufacturer's warranty from date of installation on parts and materials will be provided. h. Label: A label shall be provided on the LED housing. The Contractor shall mark the label with a permanent marker to note the installation date. SECTION 9-29.16(2)B IS REVISED AS FOLLOWS: 9-29.16(2)B Signal Housing (Special Provision) "Visors shall be flat black in color inside and shall be dark green on the outside." SECTION 9-29.16(3) POL YCARBONA TE TRAFFIC SIGNAL HEADS IS DELETED IN ITS ENTIRETY. SECTION 9-29. 19 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.19 Pedestrian Push Buttons (Special Provision) Where noted in the contract, pedestrian push buttons of substantially tamper-proof construction shall be furnished and installed. They shall consist of a 2-inch nominal diameter plunger and be ADA compliant. ADA push buttons shall be Campbell Company, Advisor"" (AGPS) or Campbell Company, Guardian TIM type assemblies or approved equal. The pedestrian push button assembly shall be constructed as shown in the plans. The assembly shall be constructed so that it will be impossible to receive an electrical shock under any weather conditions. SECTION 9-29.20 IS DELETED AND REPLACED WITH THE FOLLOWING: Kent Valley Signal System Upgrade/Peterson SP - 76 November 20, 2018 Federal Aid Number: HSIP-OOS(468) Project Number: 17-3015 (****+i ) 9-29.20 Pedestrian Signals (Special Provision) Pedestrian signals shall be Billed in Hand/Man with Countdown Diisr)12�L containing LED type optics only. Countdown pedestrian signals shall be (Gelcore part number PS7-CFF1 -01 A-1 8 or approved equal). SECTION 9-29.21 IS REVISED AS FOLLOWS: 9-29.21 Flashing Beacon (Special Provision) Delete the words "l 2 inch yellow displays shall be dimmed 501/o after dark SECTION 9-29.24 IS REVISED AS FOLLOWS: (** **�I 9-29.24 Service Cabinets (Special Provision) ITEM 9. IS REPLACED WITH THE FOLLOWING: 9. All service enclosures shall be fabricated from 0.125 inch (minimum) 5052 H 32 ASTM designator or B209 aluminum. The exterior of the aluminum service panel shall be unfinished. SECTION 9-29.24(2) IS REVISED AS FOLLOWS: (* * ****) 9-29.24(2) Electrical Circuit Breakers and Contactors (Special Provision) REPLACE THE SECOND PARAGRAPH WITH THE FOLLOWING: Mercury contactors shall not be permitted. SUPPLEMENT THE END OF THIS SECTION WITH THE FOLLOWING THREE PARAGRAPHS: Electrical service will be 120 / 240 volts, 60 Hz. AC where and as noted on the Street Lighting and/or Traffic Signal Plans, and include a meter base to allow installation of a power meter. Service conductors shall be stranded copper wires. The smallest service wire shall be #2 AWG USE from the Puget Sound Energy (PSE) connection to the service cabinet. The electrical service cabinet and service point shall be installed by the Contractor where shown on the Street Lighting and/or Traffic Signal Plans. The service panel Kent Valley Signal System Upgrade/Peterson SP - 77 November 20, 2016 Federal Aid Number: HSIP-OOS(468) Project Number: 17-3015 shall consist of a 2 pole, 240 VAC, 100 amp Main Breaker for control of all power. The panel shall be equipped with a single 1 pole, 120V, 30 amp branch breaker for a traffic signal, four 2 pole, 240 VAC, 20 amp branch breakers for the lighting circuits, a single 1 pole, 120 VAC, 15 amp lighting control breaker, and a single 1 pole, 120 VAC, 20 amp breaker for the GFI receptacle. See Kent Standard Plan 6-96 for service cabinet information. The service panel shall include a switch to bypass the photocell for street light testing. The electrical service cabinet shall be weather tight. The cabinet shall be equipped with a blue core BestTM lock in the cabinet door. See Kent Standard Plans 6-96 for additional information. SECTION 9-29 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-29.26 Traffic Signal Battery Backup Power Unit (Special Provision) New Section 1 . Features: Insert new feature specifications, 9-29.27 CCTV System (Special Provision) New Section CCTV cameras shall be Cohu Rise 1080P HD Hybrid camera model #4260 with power over Ethernet and utilize a Cohu MS cable ordered to length. The Camera shall include a Cohu supplied POE + injector, which is appropriately rated for the camera model. The camera cable pigtail may have to be a custom length to construct the drip loop per the camera mounting details. Camera mounting equipment shall be Pelco pole mount PN#8185-4 or mast arm bracket positioner mount PN#2010815-001 and other equipment and hardware as shown in the plans and as required for a complete and operational CCTV camera system. CCTV cameras shall be Cohu Rise 1080P HD Hybrid camera model #4260 with power over Ethernet and utilize a Cohu MS cable ordered to length. The Camera shall include a Cohu supplied POE + injector, which is appropriately rated for the camera model. The camera cable pigtail may have to be a custom length to construct the drip loop per the camera mounting details. Camera mounting equipment shall be Pelco pole mount PN#8185-4 or mast arm bracket positioner mount PN#2010815-001 and other equipment and hardware as shown in the plans and as required for a complete and operational CCTV camera system. Kent Valley Signal System Upgrade/Peterson SP - 78 November 20, 2018 Federal Aid Number: HSIP-OOS(468) Project Number: 17-3015 II ENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. STREET 6-85 Mast Arm Mounted Street Name Sign Kent Valley Signal System Upgrade/Peterson A - 1 November 20, 2018 Federal Aid Number: HSIP-OOS(468) Project Number 17-3015 VARIES F-NT SE 240 ST VARIES x' _ m 10 EN ti 8 AVE SE MATERIALS: SIGN: GREEN, REFLECTIVE"3M DIAMOND GRADE VIP" (OR EQUIVALENT) NUMBERS AND LETTERS: WHITE, 12"SER, C BORDER: WHITE,3\4"BONDER TAPE 5 oS I NOTE; THIS PLAN I5 NOT A LEGAL ENGINEERING DOCUMENT BUT 0f WAl a ° AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE K,4' r"k• t "r- 'k ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT O ? c O THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, CITY OF KENT ENGINEERING DEPARTMENT ^1+ 21493 sw p,. .......... ._,_.._._...._......,,.._._............... OISTE MAST ARM MOUNTED �"',�'ONA L"kI STREET NAME SIGN CIF5tG-NE D �P1 .. SINE NONE STANDMD PLW NA I _.._. ........ ..,.......,_...A f wv ll °wwm� WSDOT STANDARD PLANS ILLUMINATION SIGNALS, AND ITS J-75.10-02 Signal Head Mounting Details — Pole and Post Top Mountings J-75.20-01 Signal Head Mounting Details — Mast Arm and Span Wire Mountings (2 sheets) Kent Valley Signal System Upgrade/Peterson A - 2 November 20, 2018 Federal Aid Number: HSIP-OOS(468) Project Number: 17-3015 C m S O tOyy RE E 'R11.4;y d"d+ cello. e x� oE� 59 io nib Ly{<"c'` R+ 9y1 N .dZ zj w y v m ¢ � � bra,, Ogg- 100 a a 0 yppn J A E h M z � n m o vi m r= �� W O � ���1► O J IZ E O `c i r r s � Oo s r II » z � o M yF r F 1� S{^"•r i r p a °_ O O O A S f] O VV O� xm5 '2' f �� pO� S36 wCp yqS�� w og�M2.9two€ � � � � Js$ SFo oassN:p ��° � cw � 'u9 WHO.«�YJ z '�w5x Wcl .5 i_ �S o = `3 3 LL s �rc e w¢ s c J ON npy-I)A n nn n�i r-4,n �cmg Em.--o ge Q �E m- Sm'Bm 2U. Zr f " do Nn o 898 C w r3 F 0 55 y g� Sm 3�5 $a MMM m li E SoS9 E • nF c'NEEto c..cmL� 4 l z JBr- 'I E = WOO) s$ s^ m a $ =m o W 'rm ti:e rm wS �Y me HE H' 'm O "} a e a F Wes: 01 C�n�'^�.,.� e�.., f¢' w ib . � EYE` N � W � F.O Mi✓,.d✓� ''SSILZ _U oZ SO U K a F zw nz e " f�a JY g1Wn Q wwk8m a ``—: y § 5� wXX¢W¢�g a � Fp o�QBT ��w �w �g?m€�E =" E6J �gF �2 �`W. 63g�€ me w £oAQ�� ' iNNw$ o w �'" eNp mm oE � o m � Fbw r cc: @ x 007000 00 (YC ) 4 C"X�0 0 0 "trXa s Zip m v, 9ry0 z i LL W 114 x tql �k . J t X=m NNQ F � a � r F ra �ra r mw TRAFF I C CONTROL PLANS Kent Valley Signal System Upgrade/Peterson A - 3 November 20, 2018 Federal Aid Number: HSIP-OOS(468) Project Number: 17-3015 SIGN SPACING=X 's I " ROAD TYPE SIGN SPACING(X) n' URDAN 200 FT 25/30 MPH URBAN STREETS �► RESIDENTIAL 8 350 FT DISTRICTS BUSINESS DISTR 35140 MPH I I I I I I I I I RURAL ROADS 8 URBAN ARTERIALS 500 F7 45/55 MPH _ "SPACING MAY BE ADJUSTED TO ACCOMMODATE ..—.." INTERSECTIONS AND DRIVEWAYS CHANNELIZATION DEVICE CHANNELIZATION SPACING(FEET) DEVICE SPACING(FEET) I I I I I I I I I I I MPH TAPER TANGENT TAPER '. TANGENT WORK AREA WORK VEHICLE 35145 30 60 10 15 (OPTIONAL) 25/30 20 40 u MINIMUM TAPER LENGTH=L(FEET) ARROW BOARD CAUAUTI (FLASHING TON) LANE POSTED SPEED(MPH) q WIDTH Y (FEET) 25 30 35 40 45 I I q J 10, 105 150 205 270 450 O L 11' 115 156 225 295 495 12' 125 100 245 320 540 q X GENERAL NOTES: 4-*— ALL SIGN PLACEMENT AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF R W4-2 1 KENT SPECIFICATIONS ( X 2 PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE IC1i PROVIDED AT ALL TIMES 4A65E0 SIDEWALKS SHALL REMAIN OPEN AND PASSABLE TO PEDESTRIANS AT ALL TIMES I I EA 3 UNLESS SIDEWALK CLOSURE TRAFFIC CONTROL PLAN IS IMPLEMENTED OR W20—SR TEMPORARY WALKWAY CONSTRUCTED ` X 4 PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE `l 5 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATHl ORAa WORM ALL SIGNS SHALL BE 48"X40",BLACK LEGENDS WITH ORANGE BACKGROUND,UNLESS HE 6 OTHERWISE SPECIFIED I W2fl_1 CHANNELIZING DEVICES SHALL BE TRAFFIC CONES 20"IN HEIGHT OR TRAFFIC 7 DRUMS WITH WEIGHTED BASE PO S B NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. LEGEND SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS TEMPORARY SIGN LOCATION 9 SEE PROJECT SPECIFICATIONS FOR WORK HOUR RESTRICTIONS q CHANNELIZING DEVICES 10 USE OF TRAFFIC SAFETY DRUMS WITH WEIGHTED BASE WITH ATTACHED TYPE C STEADY-BURNING WARNING LIGHTS SHALL BE USED DURING NIGHT WORK 4 PROTECTIVE VEHICLE CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES SEVEN(7) 11 CALENDAR DAYS IN ADVANCE OF START OF WORK,UNLESS APPROVED BY THE TRAFFIC DIRECTION ENGINEER CONTRACTOR SHALL ALERT METRO TRANSIT SEVEN(7)CALENDAR DAYS IN {{{. SEQUENTIAL ARROW SIGN 12 ADVANCE OF START OF WORK AT can.tmclfan.ccord@kingcounly.gov OR BY PHONE AT 206-447-1140,ON PROJECT LIMITS SERVICED BY TRANSIT �. PORTABLE CHANGEABLE MESSAGE SIGN cP_1 NTI City of Kent srICET 11/4/2018 in Public Works Department TRAFFIC CONTROL PLAN umK T Engineering Division KENT VALLEY SIGN SYSTEM 1 OF 1 p SIGN SPACING=X _ I 4 SIGN n ROAD TYPE - SPACING(X) C z WORK AREA URBAN 200 FT 25/30 MPH m URBAN STREETS f` ryy RESIDENTIAL& 350 FT BUSINESS DISTRICTS • W2-401 35140 MPH RURAL ROADS& URBAN ARTERIALS 500 FT Y- 45/55 MPH _ 'SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS CHANNELIZATIONDEVICE CHANNELIZATION SPACING(FEET) DEVICE SPACING(FEET) MPH TAPER TANGENT TAPER TANGENT �I WORK VEHICLE 35/45 30 60 10 15 h (OPTIONAL) a 25/30 20 40 Eli MINIMUM TAPER LENGTH=L(FEET) NA ARROW BOARD (FLASHING CAUTION) LANE POSTED SPEED(Ill e WIDTH (FEET) 25 30 35 40 45 e J 10, 105 150 205 270 450 Q 1V... 115 156 225 295 495 12' 125 180 245 320 54D pp o II x GENERAL NOTES: ALL SIGN PLACEMENT AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF W4-2 i KENT SPECIFICATIONS _ I x 2 PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE 0 10d PROVIDED AT ALL TIMES CLOSED SIDEWALKS SHALL REMAIN OPEN AND PASSABLE TO PEDESTRIANS AT ALL TIMES 3 UNLESS SIDEWALK CLOSURE TRAFFIC CONTROL PLAN IS IMPLEMENTED OR W20-5R TEMPORARY WALKWAY CONSTRUCTED x 4 PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE N 5 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH #OAD 6 ALL SIGNS SHALL BE 48"X46",BLACK LEGENDS WITH ORANGE BACKGROUND,UNLESS OTHERWISE SPECIFIED I I W20-,5 7 CHANNELIZING DEVICES SHALL BE TRAFFIC CONES 28'IN HEIGHT OR TRAFFIC P'CNAS DRUMS WITH WEIGHTED BASE LEGEND B NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS TEMPORARY SIGN LOCATICN 9 SEE PROJECT SPECIFICATIONS FOR WORK HOUR RESTRICTIONS ® CHANNELIZING DEVICES 10 USE OF TRAFFIC SAFETY DRUMS WITH WEIGHTED BASE WITH ATTACHED TYPE C STEADY-BURNING WARNING LIGHTS SHALL BE USED DURING NIGHT WORK {.. PROTECTIVE VEHICLE CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES SEVEN(7) 11 CALENDAR DAYS IN ADVANCE OF START OF WORK,UNLESS APPROVED BY THE TRAFFIC DIRECTION ENGINEER CONTRACTOR SHALL ALERT METRO TRANSIT SEVEN(7)CALENDAR DAYS IN SEQUENTIAL ARROW SIGN 12 ADVANCE OF START OF WORK AT construction.coard@kingcounty,gov OR BY PHONE AT 206447-1140.ON PROJECT LIMITS SERVICED BY TRANSIT PCMS PORTABLE CHANGEABLE MESSAGE SIGN TCP-2 nalc City of Kent TRAFFIC CONTROL PLAN SHEET 11/14/Ma o Public Works Department KENT VALLEY SIGN SYSTEM 1 OF 1 ^"+ f;'F' T Engineering Division L ThMiQIC go a¢ 0i 00 Z Z U U U y W t.l 1� W `y M 1 A B'flCWM1NlYli4fAPf:lp � C V 3 �. NC551+[Af 2C%12" AII ..... .. _..__ f TOW s -�w Y N �fl F a w � I WY L5 11 OXII iI✓II 'mP IN_DI 10 A1.0 -- SNV]e 108TVIOD 71ddV2Jl�ysuold load vrz5 oy�oLjy�+,1 :1,y¢f ClafO�;`3 WSDOT SPCC PLAN TEMPLATE Kent Valley Signal System Upgrade/Peterson A - 4 November 20, 2018 Federal Aid Number: HSIP-OOS(468) Project Number: 17-3015 WSDOT SPCC Plan Template - Revised March 6, 2016 Check on WSDOT's Website for an updated version: http://www,wsdot.wa.g2y/Environmeqt/HazMat/SpillPrevenfion.htm Instructions for use: • WSDOT designed this template for WSDOT contractors to use to develop Spill Prevention, Control and Countermeasures Plans (SPCC Plans) that satisfy the current WSDOT Standard Specification 1-07.15(1) and National Pollutant Discharge Elimination System (NPDES) requirements. + Replace the blue highlighted text with project-specific information • Yellow highlighted text describes or provides an example of what needs to be written. Using this text as a guide, add a description tailored to the project and then delete the yellow highlighted text. • Create the table of contents (Page ii) for the completed plan by clicking anywhere within the Table of Contents, pressing F9, and selecting "Update Entire Table" and verify that the associated Plan sections/page numbers are consistent and complete. • Delete this front page before printing the plan and submitting it to WSDOT. Spill Prevention, Control and Countermeasures Flan I% ItT "r �C "t77 I'll, ►T ; FiPllla 1Wwurwiullr ' [ C ' a ' t Prepared by WSDOT Prime Contractor, Executive: N rn WSDOT Prime Contractor, Project Manager: N0016 WSDOT Prime Contractor, Superintendent: Nal Address City;,Wa J6"n on, ip F'�arie ''uro#q, path W DOTPrirtrp" orittactor, SHALL MAINTAIN A COMPLETE, UPDATED COPY OF THIS PLAN IN AN ACCESSIBLE LOCATION ON THE PROJECT SITE AT ALL TIMES. WSDOT Project Engineer (PE): Wa WSDOT PE Office Phone: W alb& WSDOT Project Chief Inspector: Narnei - Office Phone: Riit'nb6t - Cell Phone: NUM' k,'0r '* WSDOT Project Chief Inspector: Please forward electronic versions of WSDOT and Contractor updated versions of electronic Project SPCC Plans and final versions of Project schedules to Trent Ensminger (gnsaiilit@w6Lsdotwagov) where a copy will be filed for future WSDOT site inspections. SPCC Plan, W$DOT Project Nbrn6 Plan Date Page Table of Contents SPCC Plan Implementation Requirements ..................................................................... 1 SPCCPlan Elements ...................................................................................................... 2 1. Responsible Personnel,,,.,,,..._....... ......... .......... ...................... ............ ......... 2 2. Spill Reporting .......................................................................... ............................. 3 3. Project and Site Information ................................................................................... 5 4. Potential Spill Sources............................................................................................ 6 5. Pre-Existing Contamination .................................................................................... 8 6. Spill Prevention and Response Training................................................................. 9 7. Spill Prevention..................................................................................................... 10 8. Spill Response...................................................................................................... 12 9. Project Site Map ................................................................... .............. 15 10. Spill Report Form(s)............................................................................................ 16 11. Plan Approval ..................................................................................................... 17 SPCC Plan Acknowledgement Form (to be signed by all Project personnel)................ 18 Figures Figure 2.1 WSDOT Hazardous Materials Event Contractor Minimum Reporting Requirements.......................................................................................................4 Appendix APPENDIX A EXAMPLE SPILL REPORT FORM........................................................A-1 SPCC Plan, f Aft¢ 't1 u, Plan Dit8 Page ii SPCC Plan Implementation Requirements WSDOT Standard Specification 1-07.15(1) and Project-specific special provisions (if applicable) require a Spill Prevention, Control and Countermeasures Plan (SPCC Plan or Plan) to be developed for each WSDOT project. The purpose of an SPCC Plan is to protect human health and the environment from spills and releases of"hazardous materials," a generic term WSDOT uses in Chapter 447 of its Environmental Procedures Manual to mean dangerous waste, problem waste, petroleum products, and hazardous substances. The SPCC Plan shall also address conditions that may be required by Section 3406 of the current International Fire Code, or as approved by the local Fire Marshal. CT Pt n sti rrao{oa, the Prime Contractor for W Pit rok ,ttt w 0" twtta Number (Project), has developed this SPCC Plan to satisfy WSDOT Standard Specification 1- 07.15(1) for the Project. 5� fliitpyla shall update this SPCC Plan throughout the Project so that the written Plan reflects actual site conditions and practices. At a minimum, T''dh Contractor will update this Plan annually. shall fully implement this SPCC Plan, as accepted and updated, at all times. No on-site Project construction activities may commence until WSDOT reviews and accepts this Project-Specific SPCC Plan. SPCC Plan, t 1:QTPt0j0;;tf4mmO Plan Date Page 1 SPCC Plan Elements 1. Responsible Personnel Table 1.1 identifies the name(s), title(s), and contact information for the personnel responsible for implementing and updating the SPCC Plan, and for responding to spills. If spill response Subcontractors) will be used for spill response (as described in Section 8, Spill Response, below), the Subcontractor(s) company name(s) and contact information are also included in Table 1.1. Complete Table 1. Table 1 Responsible Personnel .. ....,m. ........„ ........_....._.._.-_....... Responsibility Name and Title Contact Information .. ............................ w Implementing and Updating Company: SPCC Plan (primary Office Phone: contact person) Cell Phone: _. ------- ........................................---... -- --------.. Implementing and Updating Company: SPCC Plan (secondary Office Phone: contact person) Cell Phone: . ........ ..-.w. On-Site Spill Responder Company: Office Phoney Cell Phone: On-Site Spill Responder_ ------------------------------------------------ Company: Office Phone:. Cell Phone: Spill Response Company: Subcontractor --_- --- Office Phone: (see Section 8, below) Cell Phone: (delete this line if not applicable; add lines if more than one Subcontractor will be used) SPCC Plan, WW"SI OT Prra)edt Name Plan Elate Page 2 2. Spill Reporting In the event of a spill, S 2fJ trrcfo, o ntr<adtor shall the WSDOT Project Engineer and shall notify the Federal, State, and I ocal, Agencies listed in Figure 2 and Table 2 W,$[),' C. CIrn if" to<will also notify the WSDOT Project Chief Ins ector. Complete Table 2 including for each agency the agency name, the agency notification telephone number„ and when the agency shall be notified, At a minimum, Table 2 must include and WSDOT Prime Contractor must make the notifications shown in Figure 2. SPCC Plan, V1V aOT Project,Name Plan Data Page 3 Figure 2. Regulatory Reporting Requirements Flow Chart Event: Hazardous Material Spill, Release or Encounter If a spill or release is caused by the Contractor, the Contractor reports it to the WSDOT Project Engineer (PE) and to the regulatory agencies as indicated below. If an encounter of unknown pre-existing contamination or an UST, the Contractor reports it to the WSDOT PE. The PE follows the WSDOT Environmental Compliance Assurance Procedure (ECAP, in WSDOT's Construction Manual M 41-01.06 at 1-2.2K), to determine internal and external reporting procedures to ensure compliance as indicated below. Spill or Release to Spill or Release to Soil Underground Storage Water Tank (UST) Including encounters of pre-existing Including ponds,wetlands, ditches, contamination Encountering known or unknown &seasonally dry streams USTs in excavations If an immediate threat to Immediately call all health or environment three of the following (e.g., explosive, If confirmed release from 24-hour numbers: flammable, or toxic UST, report to Ecology's • National Response vapors; nearby water Regional Office within 24 Center body; shallow hours 1-800-424-8802 groundwater; etc.) Washington State immediately call • Division to Ecology's Regional Office Emergency Management 1-800-258-5990 • Washington State After removal of regulated Department of If NOT an immediate USTs, provide reports to Ecology (Ecology) threat but may be a Ecology's Regional Office Regional Office' threat to health or the within 20 and 30/90 days environment, report to per WAC 173-340 and Ecology's Regional 173-360. ---- -- Office' within 90 days Ecology Regional Office Numbers Eastern (Spokane): 509-329-3400 Northwest (Bellevue): 425-649-7000 Central (Yakima): 509-575-2490 Southwest (Lacey): 360-407-6300 Ecology regional lines and the type of information needed is provided on Ecology's spill reporting website at hllp/1AV e.erywi�.caraylprpc.EamiFi-sgdlsIoldrEifamorta; tlr w,r,trrr, Table 2 Project-Specific Federal, State, and Local Agencies to be Notified in the Event of a Spill Agency Notification When Agency Shall be Agency Name Telephone Number Notified Agency Region - -----------.. (e:g., Department of (e.g., 1-426 64g-Tt)p0) (e.g., spill or release to soli (e.g.,Northwest Regional Ecology) that is an immediate threat Office) to human health or the environment or spill or release to water or e confirmed release or spill from'a UST) ...... ..................... ........- ....... ........... (e.g., National Response (e.g., 1-800-424-8802) (e.g., spill or release to (e,g., Not applicable) Center) I water) ------- ------------ (o g., Vdashington Slate (erg, '1-800-258-5990) (e.g., spill or release to (e.g., Not applicable) Division of Emergency water) Management) _ (e.g., Department of (e.g., 1-425-649-'7gnd) (e.g., spill or release to (e.g,, Northwest Regional Ecology) water during over water Office) work per Project-specific Special Provision or ether permit requirement) SPCC Plan,'y SWOT Project-Npohel Plan,batty Page 4 3. Project and Site Information Please describe the following items: A. The Project work: (briefly describe the construction activities that will take place) B. The site location and boundaries: (include city, county, and starting/ending mileposts —as well as Project boundaries if Project work is not exclusively on a highway corridor) C. The drainage pathways from the site: (either provide information here or complete Table 3) D. Nearby waterways and sensitive areas and their distances from the site: (either provide information here or complete Table 3) Either complete Table 3, below, or provide information above for 3.0 and 3.D. and delete Table 3 Table 3 Nearby Waterways' and Sensitive Areasz ........................................_.............. ...____........... ............................................................................................_..._____... Waterway' or Distance from Direction of Flow Runoff Drainage Pathway Sensitive Area Project Site from Project Site from Site ....... ..... ..._ _. ._..m_.m ................_____.... ...... ._______ _._...__ (e.g., Derby Creek) (e.g., 35 feet (e.g., downhill towards (e.g,, downhill to northeast from east of Project the northeast) the Project staging area to the Site) lower reach of Derby Creek) (e.g., Milwaukee Ditch) (e.g., 350 feet (e.g.,across the (e.g., across the pavement east of south of Project pavement to the east) the roundabout, into the catch site) basin,and into Milwaukee Ditch) Note s. ------- -----_____ ---------------- ------- ______ ___ ___ ' Waterways Include streams, creeks, sloughs, rivers, Puget Sound, etc. 2 Sensitive areas are areas that typically contain populations that could be particularly sensitive to a hazardous materials spill or release. Such areas include wetlands, areas that provide habitat for threatened or endangered species, nursing homes, hospitals, child care centers, etc. Sensitive areas also include areas where groundwater is used for drinking water, such as wellhead protection zones and sole source aquifer recharge areas. SPCC Plan, WSDOT Project Name: P(an,patd,, Page 5 4. Potential Spill Sources A description of each potential fuel, petroleum product and other hazardous material brought or generated on-site is set forth in Table 4.1. The potential fuel, petroleum product and other hazardous materials listed on Table 4.1 include materials used for operating, refueling, maintaining, and cleaning equipment- including equipment used below the ordinary high water line. Complete Table 4, listing information for EACH fuel, petroleum product and hazardous material. SPCC Plan MOOT Project IVdil d Pl ri'>,If." dto Page 6 U) U 3 a 0 E 4) 46 zo -0 E C E 0 0 0) -0 ... ........ ........... ... .................... Z m �c m N W M .C) c CD 0 U) m " CLm 0 0 r > ;-- a) 0- 3 0) Tn E u c c y . 0 .a M uso 6 m � -- E >1 m a 2 B o0 C ,F.2 0 d LLJ 7 m 0 r_ 2 � �, "o = (D 2 c0) o 2 o a = Q) w m ow o 4) c _J (n m U —0 m N m cu 0 Fn E = U) cu E c = 0 W — (n cc -00 OC M" 0 M ,r Fu a > o 0 m LU 0 0 0 a) CL m m �L- C: =, (D = m cr _0 U� cu V) CU M Mo c = — m a) C CD 0 0 D) > 0 IL 0 D 0 .7- (D 0 o m E U) -u5 ui a o F 0 -0 a) U) 0 0 (0 L) c 0 D N 0 L) U) 'a 4) 0 > 3: CD -0 0. m a) 0 C: (w E M UC: m C Q) 0 L) rj a) 70 Z E c c 6 m L) m L) =) U>1 V) -0 0 (D a= (D in m a) 0 a) 3: .6 dLLL.j2! N cn 5. Pre-Existing Contamination Describe any pre-existing contamination and contaminant sources (such as buried pipes, buried tanks, buried drums or other buried containers) in the Project area that are described in the Contract documents; and Identify equipment and work practices that will be used to prevent the release of contamination. - if no pre-existing contamination or contaminant sources - are described in the Contract documents, write "N/A" Example: Soil contaminated with petroleum products is suspected of existing near the southeast corner of the intersection of SR 99 and Cordane Street. If soil that is suspected of being contaminated is encountered, it will be stockpiled in the vicinity of the excavation for characterization sampling and determination of disposal options. Soil that is suspected of being contaminated will be stockpiled separately from soil showing no indication of contamination. Soil that is suspected of being contaminated will be stockpiled on an impervious surface and will be set up to allow for ease of sampling and load-out once characterization is complete. Stockpiles of suspected contaminated soil will be covered with plastic sheeting when not being worked; stormwater that could run into the base of such stockpiles will be diverted from the area. **If a Project-specific soil management plan (SMP), water management plan (WMP), temporary erosion and sediment control (TESC) plan, contaminated media management plan (CMMP) or other plan concerning contaminated materials has been prepared for known SPCC-related Project conditions, please briefly refer to them here and attach final versions to this Plan. SPCC Plan, WSDOT Project'Name Plan gate Page 8 6. Spill Prevention and Response Training Describe haw and when all Project personnel (including refueling personnel and other subcontractors) small be trained in spill prevention„ containment, and response, and the location of spill response kits. SPCC Plan, M/SDOT Project Name Plan Date' Page 9 7. Spill Prevention A. Spill response kit contents and |0c3tiOo(S) (see Table 7). Appropriately stocked spill response kits shall he maintained iAclose proximity t0 hazardous materials and equipment and shall he immediately accessible b) all Project DerSUUx8|. C8mpl8t8T8bl87. Table Spill Response Kit Contents and Locations Type of Spill Kit Spill Kit Contents Spill Kit Location(s) (e.g. vehicle kit, (e.g., air horn to get attention of those (e.g., adjacent to in-water work, drum kit, conex kit) working nearby, personal protective on bridge ramp, within 1,000' of equipment (PPE, such as safety glasses, active construction areas, next to gloves, coveralls, boot covers), spill pads, Honey Buckets, on large absorbent, booms, catch basin covers, equipment, outside main job anti-static shovels, garbage bags, plastic trailer, in staging area conex, on sheeting, overpack or disposal drum, mitigation site, below north end of complete copy of SPCC Plan, etc.) bridge, etc.) B. Soouritynooaounooforpotontia| opiUoouncou. Douoribe [houeouritynnoaSur8Sth3tvviUbe maintained to prevent accidental spills and vandalism, e.g., the staging area will be surrounded by a secured fence, hazardous materials will be stored inside a locked storage shed, equipment will bo equipped with locked fuel caps, etc. C. Methods used toprevent stormwater from contacting fuel, petroleum products and hazardous materials. Describe the methods that will be used 0Jprevent stormwater contact with hazardous materials, e.g., contaminated soil will be placed on bermed plastic and covered. D. Secondary containment for each potential spill source listed in Section 4, above. Describe here or in Table 4.1 the practices and structures that will be used to store and contain potential fuel, petroleum product and hazardous materials as well as the practices and structures that will be used to store and contain equipment used to transfer potential fuel, petroleum product and hazardous materials. The description must 8t least incorporate the following requirements: * Secondary containment structures shall be in accordance with Section S9.D.9 �QIJO.pdf) of Ecology's Construction Stor��wtei"_6en`eral NPIDES Permit, where secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. This NPIDES Permit does not require additional secondary containment for double-walled tanks. m Any more stringent secondary containment requirements (including for double-walled tanks) required by a 401 Permit, Special Provision or other Permit/Contract requirement for work inor over water. Attach a copy of the 4O1 Permit, Special Provision Orother Permit/Contract document indicating the more stringent requirement. Any more stringent secondary containment (including double-walled tanks) required by 8A |FCOfTiCi8l (lOC3| firemarSha|). Attaohaoopyofthe |FCnffioiw| docvmeotatioo indicating the more stringent requirement. GPCC Plan, vxSD�T@Project���e — � � Page10 Secondary containment BMPs, as presented by Ecology htt°r:/fwww.ea wa.covla�o farrsJwa lstormwatorJiraaanuaLl�trnla,are required during fueling activity from fuel tanks, including double-walled tanks. E. Best Management Practices (BMP) Methods used to prevent discharges to ground or water during mixing and transfers of hazardous materials, petroleum product and fuel. Describe here methods to control pollutants using BMPs in accordance with Ecology's Construction Stormwater General NPDES Permit. BMPs guidance is provided in Ecology's Stormwater Management Manuals, such as Volume II— Construction Stormwater Pollution Prevention, BMP C153 (Volume II Construction Storrriwater PolBut'ion Prevention) (and Volume IV Source Control BMPs (Stormwater Manual Volume IV Source Control BMPs). F. Refueling procedures for equipment that cannot be moved from below the ordinary high water line. Describe these procedures. Write N/A if no work will be performed below the ordinary high water line. G. Daily inspection and cleanup procedures that ensure all equipment used below the ordinary high water line is free of all external petroleum-based products. Describe these procedures. Write N/A if no work will be performed below the ordinary high water line. H. Routine equipment, storage area, and structure inspection and maintenance practices to prevent drips, leaks or failures of hoses, valves, fittings, containers, pumps, or other systems that contain or transfer hazardous materials. Describe the equipment and structure inspection and maintenance practices. I. Site inspection procedures and frequency. Describe the site inspection frequency and site inspection procedures. SPCC Plan, WSDOT Project Name Plan Date Page 11 8. Spill Response Tables 8A and 8B, below, outline the response procedures that WSW '!Peirrp0,;Cci�t((� fgr shall follow for the scenarios described in the tables below, indicating that if hazardous materials are encountered or spilled to soil or water (including stormwater, as described in Section 7C) during construction, the UWI) Tr�n� o? jr shall do everything possible to control and contain the material until appropriate measures can be taken. The response procedures include a description of the actions that W i cirni ri4r,"etdib shall take to address each task shown in the tables as well as the specific on-site, spill response equipment that shall be used to perform each task. Complete Tables 8A and 8B. If VVSDCT Pdrnp Contractor will use a Subcontractor for spill response, provide contact information for the Subcontractor in Table 1 and, in the appropriate table below, identify when the Subcontractor shall be used and the actions that shall take at the site while waiting for the Subcontractor to respond. Add Subcontractor information to Tables 8A and 8B accordingly. If W 1 OT,PflM'e Cbnthictdr, encounters unanticipated pre-existing contamination within the Project area during Project work, WSDOT Prime Contractor shall immediately notify the WSDOT Project PE. SPCC Plan, W%)OT Project-tilarXfe Plat[)atO,' Page 12 ........ ............... -- ------------- -- -------------- -------------------- -------- -— - ------------ ----------- dE Wo 0 a E '—Fu 2 cru- -6 0 M W ow 00 a- 0 w .a, - 0 76 C) M Z5 -- � - .9 w b M U) E &�i"Fa W E "EM — 3: - � u) V) Co c r o 0 0 .6 m 0 m E 0 M= Q 0 0 2n 0 — -C, 1 0 0 0 0 o m 0 E 0 Z5 0 m E C) " N M T > a) = mo I c a w O 2 Q) M -0 0 a) ' -Fo 0 N 5 m E 0 C: m CL 0 0 — I 1� T C) a) m 'a.9 , C) 0 mm a CD 0 0 c w 0 E E 0 T -C E = I w m z 0 0 EU 0 0 m m c m E 0 a C a) CL m 0) m >, U) L: 0 > .'L- U C) — -0 0 0 o C: -05 o CL m M LU a - 0 L 0 -0 _0 0 7 u 0 E o V) ai m 0 O T c: C) a) CL (D -0 -0 T o - ME a) cn < 2 *= w 00 0 m 0 a W C ti — F 0 M> 0,- w o E 0 m D 0 3: 0 C.) 0 cu OW z- 0 c , � M � L) a- w E '� �O .Si 2 �a E m T 0 w cn = u 9m m E m m aa) c E CL 0 C U) -0 CL 0 71 (D E E -0 m CD 0) CL o w mt u - o- NE NOL O. 0 — O� o b o- EOJ — am E To w a- -o T m o mN MN 0 C 0 0 u J 0 0 � � 6 Z , Cl) o .� L> n+1 pY cE '� mNcm ._ w I 'O 'Ca d^ m @ -L_ N O a c U@ �- +� J mc � °jO33am - r a) 0 3 0 mEm aumot � � � 3 amE °D N t ++ m Qc a ..G-O 6G a � YD a C O aaLU 3oE M, oya ° � a 0 _ Sm ° � N � QW � 2 0- a � .o c G a M m o m y L o o v m men 3 � a cmu E cc ' o `o � m `D � �'n - _m m 0 a moo L = mEmomz @ p � _N U Oi �N c V ON c c o m m N N C U a N '- oE 0C - 3 ,. mNaNaa N M 3 c m N G N .0 m C w- N m Oc �' U C Y m N '@ d Q O Z tl�l Oc _ O w E..,.y �- E 21 vai co Z .` N > C N W O U N rn O .ON O - G o j, O a o c a '� a y mN � o > = c '3 m c mom � 000 O @ ....N_m o o p N y a0o or 3 n � @ r,,,,,',,. Q u 0 3 0 E,, 0 N o 0 �.� O � Q O uY p pmj U (0 N O "- ? N N o C Q 0 L w, 7 O O V = O D .0 m N of 0 .-� p)" ) ,t1 w O o G @ c N U N 3 N F N U N Cc o - m@m3 0 NEP V) U O 2 .O -O @ mo N 10 Q N D N O O d d H N m V) L O 0 N U U C O m O >+� ro CT �'0 U a (c6 U 7 to C N G O m O O co o G m oo a s .N a @o 2 J -m o - -o O E a m m a 0 9Y , CL N L O m � s o 0 � � p- m o c a O Co @ �7 m m o 47 O U V w:. U) 00 m m o m M a '� 0 y% N O O@ L_ N O "6 O -� '~~' p'F N xi (v M� EJom - m .oJomE a @ o .� N mma NU) a 3 c U 16 a- m O m O N N U 9. Project Site Map A Project site map, clearly showing each of the following required or recommended items (attach map): A. Site location and boundaries; B. Site access roads; C. Drainage pathways from the site; D. Nearby waterways and sensitive areas (Waterways include streams, creeks, sloughs, rivers, Puget Sound, etc. Sensitive areas are areas that typically contain populations that could be particularly sensitive to a hazardous materials spill or release. Such areas include wetlands, areas that provide habitat for threatened or endangered species, nursing homes, hospitals, child care centers, etc. Sensitive areas also include areas where groundwater is used for drinking water, such as wellhead protection zones and sole source aquifer recharge areas.); E. Hazardous materials, equipment, and decontamination areas identified in Section 4 (Potential Spill Sources), above: F. Pre-existing contamination or contaminant sources described in Section 5 (Pre-Existing Contamination), above; G. Spill prevention and response equipment described in Section 7 (Spill Prevention) and Section 8 (Spill Response), above; H. Recommend providing the WSDOT Prime Contractor Executive, WSDOT Prime Contractor Project Manager and WSDOT Prime Contractor Superintendent initial sign-off; and I. Recommend using Project-specific Plan Sheets or a consistent map scale with identifiable or readable map symbols for each Project SPCC Map. SPCC Plan WS0OT'Pr6J6dt Name Pla0t'DM6 Page 15 10. Spill Report Form(s) A copy of the spill report form that WSDOT Prime Contractor shall use in the event of a release or spill is attached (attach form; an example is attached at the end of this template),. SPCC Plan,W,800 t P^ ol6ct Name Pl n Dato Page 16 11. Plan Approval This SPCC Plan is supported by the executives, project manager and the superintendents of W"S'fi T,'P,, ims C,o*actor having the authority to commit the necessary resources, including labor, equipment, and materials, to expeditiously control and remove any harmful quantity of fuel, petroleum product or hazardous materials spilled or released to the waters or land of the State of Washington. I:„xeoutNw� ig�frrrat�Gtr� SOOT, Pft a'Ca*actor D'Ite Demo, TRIO WgUOT grime contfa for Project Marlagqrsignatuiv 1WSD T nfe Contractor Date Name Tle WS'DOT si e Contractor Sufaerortt6rtrtt Signature WSVOT Prime Comraetor Date w Tltie W D T Pdoe Contractor, SPCC Plan, W, PpoJe pt Nagja Phan t7ate Page 17 SPCC Plan Acknowledgement Form (to be signed by all Project personnel) This is to certify that I have read this Project SPCC Plan and understand its contents. I have attended a Project orientation meeting discussing the elements of this SPCC Plan and the safety and health hazards associated with SPCC operations to be performed at this Project. Failure to comply with the requirements contained in this SPCC Plan may result in my removal from the Project. PRINT NAME SIGNATURE DATE SPCC Plan, W l 'OTO Fq,,dj Page 18 APPENDIX A EXAMPLE SPILL OR INCIDENT REPORT FORM Instructions: Complete for any type of petroleum product or hazardous materials/waste spill or incident. Provide a copy of this report to management. 1. WSDOT Personnel Involved in Spill Reporting_ Project Office: Name, Title, and Phone Number: Regional Environmental Office: Name, Title, and Phone Number: 2. Contractor: Name and Title of Person Responsible for Spill Response: Phone Number: 3. General Spill Informations: Common Name of Spilled Substance: Quantity Spilled (Estimate): Describe Concentration of Material (Estimate): Date of Spill: Time Spill Started: AM PM Time Spill Ended: AM PM 4. Spill Location and Conditions: Project Title; m Street Address and/or Milepost, City: Weather Conditions: If Spill to Water, Name of Water Body (if ditch or culvert, identify the water body that the structure discharges to): Identify the Discharge Point; Estimate the Depth and Width of the Water Body: Estimate Flow Rate (i.e., slow, moderate, orfast): Describe Environmental Damage (i.e., fish kill?): 5. Actions Taken: To Contain Spill or Impact of Incident: Page A-1 To Cleanup Spill or Recover from Incident; To Remove Cleanup Material: To Document Disposal: To Prevent Reoccurrence: 6. Reporting the Spill: Spills to water: Immediately call the National Response Center(1-800-424-8802), Emergency Management (1-800-258-5990), and the appropriate Ecology Regional Office. Spills to soil that may ba an immediate threat to health or the environment 'i.e, explosive, flammable, toxic vapors, shallow groundwater, nearby creek,etc.): Call the appropriate Ecology Regional Office immediately. If not immediately threatening, but may be a threat to human health List all agencies contacted; include names, dates, and phone numbers for people you spoke with: Record ERTS#, if issued by Ecology: m 7. Person Responsible for Managing Termination/Closure of Incident or Spill; Name and Phone: Address and Fax: 8. Additional Notes/Information (if necessary): Page A-2 INTERSECTION MODIFICATION DIAGRAMS Kent Valley Signal System Upgrade/Peterson A - 5 November 20, 2018 Federal Aid Number: HSIP-OOS(468) Project Number: 17-3015 o � s -p 9 3S^V ostVA- d o v _ C tw E m g//um �c E 71 rya U T> ate. T 6' iIV P91 A r _ w _ v n LL n _ ryryp� a O ( AID 3S^V SSI 35.IV"I W 3_4^V ft, v h W N 3S^H... iJ! 3S nV OZt W F 35 ^n)tlY / 0 asnvau 3 ii33 nV Al ryry rrrm u(ri i" as^VYm d o '�...,....aa, m I. j Ytll 91 L o o ✓ / llnnn:. pp � eo v's r iiiq v Y P r ks..cr ^T¢ IJ AVV n a i l 11r gp ' H IIA NNN zp µ I A.i A. a 1saM 'Y by �dl i°B4Inol M1� q�^ n n ne m •" c � F _. Qj n ��/^ S/p p SPN Frt118d�� (� IrN O Y!`v^rn 4f(/N I , I , I V N u u 0 a w 17 ` � •• k � I� � c � `°u r E £ o U V •� I III I r 'f. Q C Q F V Q V ■ � r w a a a Lm N y L O LO a+ +� L N m •...1. bOO 0 a .0 $ aN t O .L. 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I........ 41111 T c % Lr) Go fi > m NI Aamom, E 4 14 A( 0 1-11 flj i q /14g 18Sthst 1,6 f'06 AAM" IfIlf 1, ,q, A, 'f fo (.K f ,'a, �,;�f , V dw- fI( IM07* gll'%/ill� ;r,711 1 Q160, WYg A I,g/rrm ifg I 7A, c q, "Ad F MY ,Ji�tl`I Pew p U) o 7, MO LAM", j 01 M I Jp L I x U" 9) STATE AND FEDERAL PRE"1/"A 1 L 1 N+G WAGE RATES Kent Valley Signal System Upgrade/Peterson A - 7 November 20, 2018 Federal Aid Number: HSIP-OOS(468) Project Number, 17-3015 Page 1 of 15 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. 12/12/2018 Count Trade Job Classification W'a e t2l!4ay Overtime. Note - - King Asbestos Abatement Workers Journey Level $46.57 SD 1H _ •D King Boilermakers Journey Level $66.54 5N 1c King Brick Mason Journey Level $57.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner _ $57.32 5A 1M King Building 5ervicc, E;r7ir9,aypgz Janitor $24.63 5S 2F King Bwlding SeL\ict {g2 Poyeg Traveling Waxer/Shampooer $25.08 5S 2F King Building Service f rnj)a 2vees Window Cleaner (Non-Scaffold) $28.13L 2F King Buafildrrr a lvlc ° t".moloyees Window Cteaner (Scaffold) $29.03'' 5S 2F King Cabrrrcat Malcrrrs CII7._Sh l2p Journey Level $22.74 1 King C arlmra rrteims Acoustical Worker $60.04 5D _ 4C King Caters Bridge, Dock And Wharf carpenters $60.04 5D 4C King Carpenters Carpenter $60.04 5D 4C King Cdxra7eutors Carpenters on Stationary Tools $60.17 5D 4C_ King Car )ettterr Creosoted Material $60.14 5D 4C King cup-enters Ftoor Finisher $60.04 5D 4C King Cr1_Gers Ftoor Layer $60.04 5D 4C King Carpenters Scaffold Erector $60.04 5D 4C King Cement Masons Journey Level $60.07 7A 46 King Divers Ft Tenders Bell/Vehicle or Submersible $113.60 5D 4C Operator (Not Under Pressure) King Divers & Tenders Dive Supervisor/Master $76.33 SD 4C King Divers & Tenders Diver $113.60 5D 4C 8V .._-_..-_....... _ _ King Divers & Tenders Diver On Standby $71.33 5D 4C King Divers a Tenders Diver Tender $64.71 5D 4C King Divers & Tenders Manifold Operator $64.71 5D 4C King Divers & Tenders Manifold Operator Mixed Gas $69.71 5D 4C King Divers Ct Tenders Remote Operated Vehicle $64.71 5D 4C Operator/Technician King Divers B Tenders Remote Operated Vehicle Tender $60.29 5A 4C King _LF da e Wor kd2rs Assistant Engineer $56.44 5D 3F g _.. _. ( ) $56.00 5D 3F Kin Dretl�cw Wor3<ers Assistant Mate Deckhand _ King Drcdste Werrkers Boatmen $56.44 5D 3F King DieclCe Worker, Engineer Welder $57.51 5D 3F King 2r-e 0e woI I<ers Leverman, Hydraulic $58.67 5D 3F King Grtd-g ,.ftrkers Mates $56,441 5D 3F King Da�,dppo Workers Oiler $56.001 SD 3F httos://fortress.wa.ciov/Ini/wacielookuo/DrvWaoelookiin.asny 11 /7f1/?nl R Page 2 of 15 King DrL V?Ltl App j�jatcLi: Journey Level $58.481 SD 1H King qwy_atLlapem Journey Level $59.32 5P 1 E King Electrical Fixture Maintenance Journey Level $28.99 5L I E Workers ................ King Electricians - Inside Cable Splicer $77.51 7C 4E King IElectricians - Inside Cable Splicer (tunnel) $82.84 7C 4E King Electricians - Inside Certified Welder $74.90 7C 4E ... ..........----------- King Electricians - Inside Certified Welder (tunnel) $80.37 7C 4E King Elt2ctricians - Inside Construction Stock Person $39.69 7C 4E King Electricians - Inside Journey Level $72.30 7C 4E King Electricians -_Inside Journey Level (tunnel) $77.51 7C 4E King Electricians - Motor Shop Journey Level $45.08 5A I B King Electricians - Powerline Cable Splicer $79.43 5A 4D Construction King Electricians Powerline Certified Line Welder $69.75 5A 4D Construction King Bectric Powerline iars - Poline Groundperson $46.28 5A 4D . ................................................... Construction King Electricians - Powerline Heavy Line Equipment Operator $69.75 5A 4D Construction King Electricians - Powerline Journey Level Lineperson $69.75 5A 4D Construction I King E_ltf...trjcians - Powerline Line Equipment Operator $59.01 5A 4D Construction King Electricians - Powerline. Meter Installer $46.28 5A 4D 8W Construction King Electricians - Powerline Pole Sprayer $69.75 5A 4D Construction King Electricians - Powerline Powderperson __$52.20 5A 4D Construction I King Electronic Technicians Journey Level $48.06 7E 1E King Elevator Constructors Mechanic $91.24 7D 4A King Elevator Constructors Mechanic In Charge $98.51 7D 4A King Fabricated Precast, Concrete 'Ail Classifications - In-Factory Work $17.72 5B 111 Products Only King Fence Erectors Fence Erector $41.45 7A 11 King Fence Erectors Fence Laborer $41.45 7A 31 King Fla gar_r$ Journey Level $41.45 7A 31 King Glaziers. Journey Level $63.06 7L ly King Heat 6: Frost Insulators And Journeyman $73.58 5J 4H Asbestos Workers ................................ ........... King LI-eLl tnf�l�j -1c s Journey Level $82.51 7F 1 E King Hod Carriers Ft Mason Tenders Journey Level $50.42 7A 31 King Industrial Power Vacuum Cleaner Journey Level $11.50 1 King Inland Boatmen Boat Operator $61.41 5B 1K King Inland Boatmen Cook $56.48 5B 1K King Inland Boatmen Deckhand $57.48 5B 1K King Inland Boatmen Deckhand Engineer $58.81 5B 1K King eland Boatmen Launch Operator $58.89 5B 1K King Inland Boatmen Mate $57.3111 LB LK King klApect-10 n Lc I lea 1)11 1�9 6c--a L u, a-Q( Cleaner Operator, Foamer Operator $31.49 1 Sewer EL Water Systems ly- Remote Control I I i httDS://fortress.wa.aov/1ni/waaelookuo/orvWaaeIookuo.asDx 11/20/2018 Page 3 of 15 King Anil-) Grout Truck Operator $11.50 1 Sewer R W<I el S Control King lnsL in Head Operator $24.91- Q� - _4_L_g�Ot Sewer'- Water a Wat Sys�t By....Remote Contro King Of Technician $19.33 Sewer & Water systern��j�sB, Remote Control ............. King of Tv Truck Operator $20.45 Sewer a Wa Conti of King, l�is-uLz 1!Lo a.A ri 11 L,LLL0 mis Journey Level $60.04� 5D Ac- King Ironworkers Journeyman $69.28 7N 10 King Laborers Air, Gas Or Electric Vibrating Screed $48.90 7A 31 Electric V1 King Laborers Airtrac Drill Operator $50.42 7A 31 8 go King Laborers Ballast Regular Machine $48.90 7A 31 King Laborers Batch Weighman $41.45 7A 31 King Laborers Brick Pavers $48.90 7A 31 King Laborers Brush Cutter $48.90 7A 31 King Laborers Brush Hog Feeder $48.90 7A 31 King Laborers -----------....... --Burner $48.90 7A 31 - King Laborers Caisson Worker $50.42 7A 31 .......................... King-,Laborers Carpenter Tender $48.90 7A 31 King Laborers Caulker $48.90 7A 31 King Laborers Cement Dumper-paving $49.81 7A 31 King Laborers Cement Finisher Tender $48.90 7A 31 King Labore-rs- Change House Or Dry Shack $48.90 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $48.90 7A 31 King Laborers Chipping Gun(30 Los. And Over) $49.81 7A 31 King Laborers Choker Setter $48.90 7A 31 � King Laborers Chuck Tender ----$48.90 7A 31 King Laborers Clary Power Spreader $49.81, 7A 31 King LaborersClean-up Laborer $48.901 LA 31 King Laborers Concrete Dumper/chute Operator $49.81 7A 31 Laborers King Laborers Concrete Form Stripper $48.90 7A 31 King Laborers Concrete Placement Crew $49.81 7A 31 King Laborers Concrete Saw Operator/core Driller $49.81 7A 31 King Laborers Crusher Feeder $41.45 7A 31 King Laborers Curing Laborer $48.90 7A 31 King Laborers Demolition: Wrecking EL Moving $48.90 7A 31 (incl. Charred Material) King Laborers Ditch Digger $48.90 7A 31 King Laborers Diver $50.42 7A 31 King I,,aborevs Drill Operator (hydrautic,diamond) $49.81 7A 31 King Laborers Dry Stack Watts $48.90 7A 31 King Laborers Dump Person $48.90 7A 31 King Laborers Epoxy Technician $48.901 7A 31 King Laborers Erosion Control Worker $48.90 7A 31 King Laborers Faller ft Bucker Chain Saw $49.81 7A 31 h-:King Laborers Fine Grade�r, $48.90 7A 31 K Laborers Flrewatc httDS:Hfortress.wa.00v/1 ni/wacielookijr)/nrvWacit-.Inokiin.a,;n)< 1 1 /?n/?nlR Page 4 of 15 King laborers Form Setter $48,90 7A 31 King Laborers Gabian Basket Builders $48,901 7A 31 King Laborers General Laborer $48.90 7A 31 King Lah. revs Grade Checker Ft Transit Person $50.42 7A 31 King Laborers Grinders $48.90 7A 31 King Laborers Grout Machine Tender $48.90 7A 31 King Laborers Groutmen (pressure)including Post $49.81 7A 31 Tension Beams King Laborers Guardrail Erector $48.90 7A 31 King Laborers Hazardous Waste Worker (level A) $50.42 7A 31 King Laborers Hazardous Waste Worker (level B) $49.81 7A 31 e King Laborers Hazardous Waste Worker (level C) $48.90 7A 31 King Laborers High Scaler $50.42 7A 31 King Laborers Jackhammer $49.81 7A 31 King. Laborers Laserbeam Operator $49.81 7AV31KingLaborers Maintenance Person $48.90 7AKing Laborers Manhole Builder-mudman $49.81 7AKing Laborers Material Yard Person $48.90 7AKing Laborers Motorman-dinky Locomotive $49.81 7AKing Laborers Nozzleman (concrete Pump, Green $49.81 7A Cutter When Using Combination Of High Pressure Air £t Water On Concrete 8 Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $49.81 7A 31 King Laborers Pilot Car $41.45 7A 31 King Laborers Pipe Layer Lead $50.42 7A 31 King Laborers Pipe Layer/tailor $49.81 7A 31 King Laborers Pipe Pot Tender $49.81 7A 31 King _ Laborers Pipe Reliner $49.81 7A 31 King Laborers Pipe Wrapper $49.81 7A 31 King Laborers Pot Tender $48.90 7A 31 King Laborers _ Powderman $50.42 7A 31 King Laborers Powderman's Helper $48.90 7A 31 King Laborers Power Jacks $49.81 7A 31 King Laborers Railroad Spike Puller- Power $49.81 7A 31 King Laborers Raker - Asphalt $50.42 7A 31 King Laborers Re-timberman $50.42 7A 31 King Laborers Remote Equipment Operator $49.81 7A 31 King Laborers Rigger/signal Person $49.81 7A, 31 King Laborers Rip Rap Person $48.90 7A 31 King Laborers Rivet Buster $49.81 7A, 31 King Laborers - Rodder $49.81 7A 31 King Laborers Scaffold Erector $48.90' 7A 31 King Laborers Scale Person $48.90 7A 31 King, Laborers Sloper (over 20") $49.81 7A 31 King Laborers SloperSprayer $48.90 7A 31 King Laborers Spreader (concrete) $49.81 7A 31 King laborers Stake Hopper $48.90 7A 31 King Laborers Stock Piler $48.90 7A 31 King Laborers $49.81 7A 31 httos://fortress.wa.ciov/lni/waaelookui)/r)rvWaaelookuD.asox 11/20/2018 Page 5 of 15 Tamper Et Similar Electric, Air Ft _ Gas Operated Tools King Laborers Tamper (multiple & Self-propelled) $49.81 7A 31 King Laborers Timber Person - Sewer (lagger, $49.81 7A 31 Sharer Et Cribber) King Laborers Toolroom Person (at Jobsite) $48.90 7A 31 King Laborers Topper $48.90 7A 31 King Laborers Track Laborer $48.90 7A 31 King Laborers - Track Liner (power) $49.81 7A 31 _ King Laborers Traffic Control Laborer $44.33 7A 31 8it King Laborers Traffic Control Supervisor $44.33 7A 31 8a King Laborers Truck Spotter $48.90 7A 31 King Laborers Tugger Operator $49.81 7A 31 King Laborers Tunnel Work-Compressed Air $107.60 7A 31 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $112.63 7A 31 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $116.31 7A 31 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $122.01 7A 31 Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $124.13 7A 31 8Q Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $129.23 7A 31 Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $131.13 7A 31 Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $133.13 7A 31 Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $135.13 7A 31 Worker 72.01-74.00 psi King Laborers, Tunnel Work-Guage and Lock $50.52 7A 31 Tender King Laborers Tunnel Work-Miner $50.52 7A 31 King Laborers Vibrator $49.81 7A 31 King Laborers Vinyl Seamer $48.90 7A 31 King Laborers Watchman $37.67 7A 31 King laborers Welder $49.81 7A 31 Kin Laborers Well Point Laborer 81 _ _g $49.81 7A 31 King Laborers lwindow Washer/cleaner $37.67 7A 31 King Laborers - Ji7ti arourtc Sewer ix General Laborer Et Topman $48.90 7A 31 Water King Lei9aorer'S Under ;u'o ntd Sewer Ei Pipe Layer $49.81 7A 31 Water - King Landscape Construction Landscape Laborer $37.67 7A 31 King t and'scaJsr Cni stiuct.ion Landscape Operator $59.49 7A 3C 8P King Lathers Journey Level $58.48 5D 111 King Marble Setters Journey Level $57.32 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Met (Fa ojf. a Laborer $11.50 1 King Me aal6abr-IC atior aadacP) iMachine Operator $13.04 1 King Metal Fabrication jl ImShora Painter $11.5C 1 King Metal Fabricabon In Sho) Welder $15.48 � 1 httDS://fortress.wa.aov/Ini/wacielookiin/nrvWaaelonkiin.asny Page 6 of 15 King tAEUKdrmvi I i 'Journey Level $61.541 5D 4C I King MoAu1s1.L_BLmI Li g Cabinet Assembly $11.56 King Modutai Buildings Electrician $11.56 King Modular Buildings Equipment Maintenance $11.56 1 King Modu[ai5uAdjnq5 Plumber $11.56 1 King ALdi!Lar-Buildvifn Production Worker $11.50 1 King Modular Buildings Tool. Maintenance $11.56 1 King MLql arBuildirgs Utility Person $11.56 1 King MOclukar BunldangsIT -Welder $11.56 1 King Painters Journey Level. $42.50 6Z 213 King Eite_2river Crew Tender $54.99 5D 4C . ............... King Pile Driver Hyperbaric Worker - Compressed Air $74.87 5D 4C Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $79.87 5D 4C Worker 30.01 - 44.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $83.87 5D 4C Worker 44.01 - 54.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $88.87 5D 4C Worker 54.01 - 60.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $91.37 5D 4C Worker 60.01 - 64.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $96.37 5D 4C Worker 64.01 - 68.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $98.37 5D 4C Worker 68.01 - 70.00 PSI King NIeDriver Hyperbaric Worker - Compressed Air $100.37 5D 4C ............ Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $102.37 5D 4C Worker 72.01 - 74.00 PSI King E�(lte Driver Journey Level $60.29 5D 4C King Plasterers Journey Level $56.54 1R King E?LY.,nmit,A Journey Level $11.50 1 Installers King H-Umbers ft Elmfi�Iers Journey Level $83.69 6Z IG King Power Equipment Asphalt Plant Operators $60.49 7A 3C 8P King Lqrwc,L[qgjw!jjtgl OOperragrs Assistant Engineer $56.90 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $59.96 7A 3C 8P King Favy�cr Equipment CLpeiators Batch Plant Operator, Concrete $59.96 7A 3C 8P King Dowser Bobcat $56,90 7A 3C SP King Power EquipD2taL2,)eiators Brokk - Remote Demolition $56.90 7A 3C 8P Equipment King Romm-rE�uIpmLefILQL)eratm 'Brooms $56.90', 7A 3C 8P King iBump Cutter $59.96 7A 3C 8P King 20�yLr Egi!min ini 0 el ators Cableways $60.49 7A 3C SP King nLoclaton-lChipper $59.96 7A X 8P King Power Equipment Operators Compressor-_ $56.90 7A 3C 8P King Power an �Concrete Pump: Truck Mount With $60.49 7A 3C 8P ............... Boom Attachment Over 42 M King LO-WiLlf Concrete Finish Machine -laser $56.90 7A 3C 8P Screed___._. King F�c,wqr�Lulragxen Opel ators Concrete Pump - Mounted Or Trailer $59.49 7A 3C 8P High Pressure Line Pump, Pump High Pressure. httr)s://fortress.wa.aov/lni/waaelookul)/DrvWaaelookUD.aSDX 11/20/2018 Page 7 of 15 King Powers Ec is ip.;rorraeyi3t. {)fir Q.L-s Concrete Pump: Truck Mount With 1 $59.96� ZA 3C 8P Boom Attachment Up To 42m L King Llo�wol Conveyors $59.49 7A 3C SP King PoW1:1r_E%Jpn'Lpnt C?DC tol s Cranes Friction: 200 tons and over $62.33 7A 3C 8P King E2AELEgUJam rttO j.)erators Cranes: 20 Tons Through 44 Tons $59.96 7A 3C 8P With Attachments King PowerEquiP meat Operators Cranes: 100 Tons Through 199 Tons, $61.10 7A 3C_. . 8P Or 150' Of Boom (Including Jib With Attachments) King Cranes: 200 tons- 299 tons, or 250' $61.72 7A 3C 8P of boom including jib with -attachments King Power Equip cral CperatpEr Cranes: 300 tons and over or 300' of $62.33, 7A 3C 11 boom including jib with attachments King Power quj min Cranes: 45 Tons Through 99 Tons, $60.49 7A 3C 8P _ e_nL0peratc_rs_ Under 150' Of Boom (including Jib With Attachments) King Powc^r Cfdu ms rat O oreatom Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P Under King L1QW2eLjJ(ujpMmit_017vrators; Cranes: Friction cranes through 199 $61.72 7A 3C 8P tons King Power Eq11jL91t2L )rj Cranes: Through 19 Tons With $59.49 7A 3C 8P _Lj��t.or_s — Attachments A-frame Over 10 Tons King P0W0r_IE9L1iI?_qX1nt openrators Crusher $59.96 7A X 8P King F!qwe �Ejc r7 __�Ijt.Qp [iltois Deck Engineer/deck Winches $59.96 7A 3C 8P (power) King ELQVg.LEggi2 ment.Opprators Derricks, On Building Work $60.491 7A 3C 8P King L1QW_e_1E9 u r1J rrst oa pq,prs Dozers D-9 EL Under $59.49 7A —EC77 BP King PP wr,r rgemrlrrrLctrt Oor1 torn Drill Oilers: Auger Type, Truck Or $59.49 7A 3C 8P Crane Mount King Power Equipment Operators Drilling Machine $61,10 7A 3C 8P King Elevator And Man-lift: Permanent $56.90 7A 3C 8P And Shaft Type King Lower Lguqip1 tent_0pe(E a m Finishing Machine, Bidwell And $59.96 7A 3C 88PtE2 I Gamaco Et Similar Equipment King Power Fc n—e-ut Forklift: 3000 Lbs And Over With $59.49 7A 3C 8P Attachments King POWLY Forklifts: Under 3000 Lbs. With $56.90 7A 3C 8P Attachments King OP-er.al Ors. Grade Engineer: Using Blue Prints, $59.96 7A 3C 8P Cut Sheets, Etc King Power_&CJLJL)rneo t Qqt'�r'ltf)Es Gradechecker/stakeman $56.90 7A 3C 8P King Power EqjUmilieiLtj2pftiators Guardrail Punch $59.96 7A 3C 8P King Hard Tail End Dump Articulating $60.49 7A 3C 8P Off- Road Equipment 45 Yards. Et Over lZmg Power..Lq1LrneLjt Op s Hard Tail End Dump Articulating $59.96 7A 3C 8P .e-rabo-r- Off-road Equipment Under 45 Yards King Potwrrrr fqusi rout Otreralcyrs Horizontal/directional Drill Locator $59.49 7A 3C 8P King FerwcYr Cwuiprlae@fit.Operators Horizontal/di rectionat Drill $59.96 7A 3C 8P Operator King Hydratifts/boom Trucks Over 10 $59.49 7A 3C 8P Tons King ?PvcOLL(luip'nent OpemWs Hydratifts/boom Trucks, 10 Tons $56.90 7A 3C 8P And Under httDS://fortress.wa.aov/1ni/wanelookiin/nrvWanplookiin-a.c,ny Page 8 of 15 King Power EqUIPMerlt Operators Loader, Overhead 8 Yards. Ft Over $61.10 7A 3C I BP King Pewee.Equipment.0_operators Loader, Overhead, 6 Yards. But Not $60.49 7A i--rc-T-:1:1 Including 8 Yards King Power FicuL)"Ie"L-qpj=r'1tm Loaders, Overhead Under 6 Yards $59.96 7A 3C 8P King Power Equipment Operators Loaders, Plant Feed $59.96 7A- 3C 8P King EL)W-er Loaders: Elevating Type Bell $59.49 7A 3C 8P King Power E(3LRD1ne0S-0P rAtglls Locomotives, All $59.96 7A 3C BID KingOrator-q Material Transfer Device $59.96 7A --3C 8P King Mechanics, All (teadmen - $0.50 Per $61.10 7A 3C 8P Hour Over Mechanic) King Power Eq Hi pment.Operatot s Motor Patrol Graders $60.49 7A 3C 8P King Llowe rin ap-me 11 LO-j=rat girs Mucking Machine, Mote, Tunnel $60.49 7A 3C 8P Drill, Boring, Road Header And/or Shield King Power i�rrient Operators Oil Distributors, Blower Distribution $56.90 7A 3C 8P _Eqjn; a- Et Mulch Seeding Operator King Power Eqq n)enLOLej�ajqLs Outside Hoists (elevators And $59.49 7A 3C 8P Mantifts), Air Tuggers,strato King Power L.gq!pment Oporzttor, Overhead, Bridge Type Crane: 20 $59.96 7A 3C 8P Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 Tons $61.10 7A 3C 8P And Over King Power Eqmp To Went Operators .Op r Overhead, Bridge Type: 45 Tons $60.49 7A 3C 8P _ Through 99 Tons King F�QVti_Egq!pyjfi[Lt operators iatorss Pavement Breaker $56.90 7A 3C 8P_ King o2el Lit-ar$ Pile Driver (other Than Crane $59.96 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P King Power Equipment Operators Posthote Digger, Mechanical $56.90 ZA 3C 8P King Power Equipment OpeL4t�LiS Power Plant $56.90 7A 3C 8P King Power Equipment Operators Pumps - Water $56.90 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under 100 $56.90 7A 3C 8P Feet In Height Based To Boom King E-(nwcmr f Remote Control Operator On Rubber $60.49 7A 3C 8P Tired Earth Moving Equipment_ - King Power 1_qui)IRgat 0 el dt0r-s Rigger And Bettman --�56.90 7A 3C 8P --J2- King Power Equipment Operators Rigger/Signal Person, Bettman $59.49 7A 3C 8P (Certified) King Power Cis ui rnent Operators, Rollagon $60.49 7A 3C 8P King Pavacr Ecj rppux ont C per<rtors Roller, Other Than Plant Mix $56.90 7A 3C King Power Equionient Operators, Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Materials King Power Equ ipment.Operators Roto-mitt, Roto-grinder $59.96 7A 3C 8P King r owcr Ecpui pirclit Cl[LeIL4.tor's Saws - Concrete $59.49 7A 3C 8P King Power._Equipment,gperator,s Scraper, Self Propelled Under 45 $59.96 7A 3C 8P Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $59.49 7A 3C.- 8P King Power Equipment Operators Scrapers, Self-propelled: 45 Yards $60.49 7A 3C 8P ........................................... And Over King Power Eguij)ment O22LatQL,, Service Engineers - Equipment $59.49 7A 3C 8P King Power Ec uipment Oj")ejrrjtoj15 Shotcrete/gunite Equipment $56.90 7A 3C 8P King Power Equipment Operators Shovel , Excavator, Backhoe, $59.49 7A 3C 8P ITractors Under 15 Metric Tons. httDs://fortress.wa.aov/1ni/waaelookuD/DrvWaaelookur).aSDX 11/20/2018 Page 9 of 15 King Power Ugui ent 0 xnators !Shovel, Excavator, Backhoe: Over $60.49 7A LC 8P ...... .......P 30 Metric Tons To-50 Metric Tons ................ King Power Eguipriwint Op eraLOIS Shove[, Excavator, Backhoes, $59.96 7A 3C 8P Tractors: 15 To 30 Metric Tons King Mower Esjld rmp� Shovel, Excavator, Backhoes: Over $61.10 7A 3C 8P P 50 Metric Tons To 90 Metric Tons 'ki-ni -Power __Cluj�pejjt�OL rnt�j�� Shove[, Excavator, Backhoes: Over--- $61.72 7A 8P -L �c_ - - 90 Metric Tons King 20-werf.9 uipr.1je toi s Slipform Pavers $60.49 7A 3C 8P King Spreader, Topsider Et Screedman $60.49 7A X 8P King Subgrader Trimmer $59.96 7A 3C 8P King fyqwgL Lqqi.)rnqntOpc, Tower Bucket Elevators 7A 3C 8P _rators $59.49 King Power Lgu adi rot 0)ei aLors Tower Crane Up To 175' In Height $61.10 7A 3C 8P Base To Boom King PowerEcluipment Opci ators Tower Crane: over 175' through $61.72 7A 3C 8P 250' in height, base to boom King EqYYL!.EgUk.)1 .Llt Qf2�?�-ItOrs Tower Cranes: over 250' in height $62.33 7A 3C 8P .-J EQ from base to boom ...... ....... King Power Kguipment Operators Transporters, All Track Or Truck $60.49 7A 3C 8P Type I King 11�2�rE(L�ipment Operators Trenching Machines $59.49 7A 3C 8P King Power EguipmontOpe[ators Truck Crane Oiler/driver - 100 Tons $59.96 7A 3C 8P And Over King Pc-wer E(11 Lru LmL.Qlltral-ors Truck Crane Oiler/driver Under 100 $59.49 7A 3C 8P Tons King Power Equipment Operators Truck Mount Portable Conveyor $59.96 7A 3C 8P King Power Eclui Innent Operators Welder $60.49 7A 3C BID King P0_we!l:L% Wheel Tractors, Farmall Type $56.90 7A 3C SP King LqLw t Fguglniirsnu. Orreratgrs Yo Yo Pay Dozer $59.96 7A 3C 8P King PowerE LJjj!jjp La oi Asphalt Plant Operators __$60.49 7A 3C 8P � q� UndelT,fgt1nd_Sewei a Water King Power Equ p ;rat Assistant Engineer LnL $56.90 7A 3C 8P Underground Sewer R Watei........--- King Power Ejuinnient Operators- Barrier Machine (zipper) $59.96 7A 3C SID Undel-V roumtsewej t.Lt water King Power f iprnent.�QLN,,rators- Batch Plant Operator, Concrete $51T96 7A 3C 8P Undg,gLpynd Sever r B., Wa tc r King Power E U I p.ment Operators- Bobcat $56.90 7A 3C 8P �ct* roundSewerEtWater King Ron(�11clui g2.La!�mq Brokk - Remote Demolition $56.90 7A 3C 8P - UnderRround Sewer EL Water Equipment King E2!A��rvt Qritc'atQrl_S Brooms $56.90 7A 3C 8P Ondeggr-quind Sewer LL Water Power Eouiprr ..0 orators- Bump Cutter $59.96 7A 3C 8P UndeykaqLid Sewor & Water King Eowgr Lgtripn not Qperators- Cableways $60.49 7A 3C 8P Underground Sewer Et Water King Power EquilAnent Operators- Chipper $59.96 7A 3C 8P Underground Sewer a Water King Power Ecluiprn Compressor $56.90 7A 3C 8P Underground r King Power I-, Concrete Pump: Truck Mount With $6' 49 7A 3C 8P Water Boom Attachment Over 42 M go King Power ECRJErnent Operators Concrete Finish Machine -laser T$567A 3C 8P Urjd.erqrowq�_5�eL Ft Way er Screed httDS://fortress.wa.ciov/lni/wanplookijr)/r)rvWAci(-Innktin.a,.;ny 11 /?n/?nl R Page 10 of 15 King !IQ ME E ciu!a me lit Peer-aloes- -_ Concrete Pump - Mounted Or Trailer $59.49 7A IC IP Underground Sewer & Water High Pressure Line Pump, Pump High Pressure. King Power EuUipfnent gperalgrs- Concrete Pump: Truck Mount With $59.96 7A 3C 8P Underground SfnyeL LWc Water Boom Attachment Up To 42m King Power.EquipjneMOLLpi t(Ls Conveyors $59.49 7A 3C 813 Underground Sewer Ex Water King L2]iyer Fouap Cranes Friction: 200 tons and over $62.33 7A 3C 8P Undergr2und Sewer ft Water' King Power FrLuipment 2.0p.irators- Cranes: 20 Tons Through 44 Tons $59.96 7A 3C 8P _x Underground Sewer 8: Water With Attachments King Power_Equipment Operators Cranes: 100 Tons Through 199 Tons, $61.10 7A 3C 8P Underg,round Sewer & Water Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 tons- 299 tons, or 250' $61.72 7A X 8P Underground Sewer tr.Water' of boom including jib with attachments King enL Operators- Cranes: 300 tons and over or 300' of $62.33 7A 3C 8P boom including jib with Lj­ndenf1l o t..�-n C..1.-S­-e W F1 W alt. attachments King Power Egloprnentgper alorsl Cranes: 45 Tons Through 99 Tons, $60.49 7A 3C 8P Under round Sewer Ei Water, Under 150' Of Boom (including With Attachments) King Power FcLutL)ment Operators- Cranes: A-f rame - 10 Tons And $56.90 7A 3C 8P UndeEgLoLmd Sewer 0 Watei Under King Cranes: Friction cranes through 199 $61.72 7A 3C 8P Under round SpwtLr.ft Water, tons King F�2�1 L'i ms- Cranes: Through 19 Tons With $59.49 7A 3C 8P UndeLg.mund Spwer Et Water Attachments A-frame Over 10 Tons King Power Equioment Operators.- Crusher $59.96 7A 3C 8P — ................................................ Underground Sewer & Water King Power Deck Engineer/deck Winches $59.96 7A 3C 8P Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $60.49 7A 3C 8P Underground Sewer ft Water King L0)!e_LF�9LnQ11T1_e11t 0E&_1L5)ioPs Dozers D-9 Et Under $59.49 7A 3C 8P King EL0mVVTLqL_(Uri Drill Oilers: Auger Type, Truck Or $59.49 7A 3C 8P �Crane Mount 'King Power Equipment ODerato.rs.-- Drilling Machine $06 11.11 UO 7A 3C 8P Underground Sewer Et Water King aqv!IE'Equi nt Permanent $56.90 7A 3C ­[?�N__gperaltelli, Elevator And Man-lift: Perman 8P Underground Sewer Et Water And Shaft Type ............ King Power EQUiPITIent Operators- Finishing Machine, Bidwell And $59.96 7A 3C 8P Urrderqround Sewei Et Water" Gamaco Et Similar Equipment King EgwQLE_qu..1302 i ent Operators- Forklift: 3000 Lbs And Over With $59.49 7A 3C 8P Underground Sewer ti, Water Attachments King LoAtL-1-munimn—tolief ester*;- Forklifts: Under 3000 Lbs. With $56.90 7A 3C 8P Under round Sewer ft Water Attachments King Power nt i a LorL Grade Engineer: Using Blue Prints, $59.96 7A 3C 8P J-qr, n pjELo Ppc_ Cut Sheets, Etc King Eater. Equipment Operators- Gradechecker/stakeman $56.90 7A 3C 8P Underground Sewer EL Water King Eqwer Equipment Operators- Guardrail Punch $59.96 7A 3C 8P Uodet: round Sewer to Water King for s- $60.49, 7A LC 8P Under p round Sewer &. Water L(L htti)s://fortress.wa.aov/1ni/waqelookuD/DrvWaaelookuD.aSDX 11/20/2018 Page 11 of 15 Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Ft Over g _-_ q P _ P g $59.96 7A 3C 8P Kin lr wei F uo i°r7etat Oraerratois- Hard Tail End Dump Articulatin .. Un Off-road Equipment Under 45 Yards elerr anund Sr Et.. cwc King Po ..nt. Operators- wer E�trigame Horizontal directional Drill Locator $59.49 7A 3C 8P UndcLijlrourLci w o kt°W at er — — — King Powc r ( quiprrgernt Ixrrgtor°s.. Horizontal/directional Drill $59.96 7A 3C 8P Underground Sewer B Water Operator King Power EcpUjj neat C a, rs- Hydralifts/boom Trucks Over 10 $59.49 7A 3C 8P UndtLg,rorine� L) w,r eer Et Water Tons — — — King Do—wer Lqulrrrflent Operators- Hydralifts/boom Trucks, 10 Tons $56.90 7A 3C 8P Underground Sewer tt 'wateo' And Under King Povwrr Loader, Overhead 8 Yards. Et Over $61.10 7A 3C 8P lki_dergmji d Sewcr ER Water — — - - King Power Equ_ip_mjr t Operat.oi smm Loader, Overhead, 6 Yards. But Not $60.49 7A 3C 8P Underp.round Sr wer,-Et War r Including 8 Yards — _,— King Pqv_�eLLLLMmcnt Osatarat,ors_ Loaders, Overhead Under 6 Yards $59.96 7A 3C 8P UndcrPmund Sewer & Water — — — King Power EgraiomeL7t Op ratou;s- Loaders, Plant Feed —$59.96 7A 3C 8P LBrocieisrounc' Srwcr 5 Water — King Power Er u{_aga_rrieort O3aaratar5 Loaders: Elevating Type Belt $59.49 7A _ 3C 8P Und,eraTw d 5 wee E Ydater — — — King Power Equign cnt Opea°atol s- Locomotives, All $59.96 7A 3C 8P Underround3 Sewed £t Water — King Power Equja[ 7nt Opp. Mors- Material Transfer Device $59.96 7A 3C 8P UnderP_,rnund Sewer 8 Water King Power Equipment Operators„ Mechanics, All (leadmen - $0.50 Per $61.10 7A 3C 8P U der°a°a;rorinal Sewcr B Water Hour Over Mechanic) — King Power E_ rq iipanent Operators- Motor Patrol Graders $60.49 7A 3C 8P Underground Sewer Et Water — King E2w_er Egt.J.Pnent Operators- Mucking Machine, Mole, Tunnel _ $60.49 7A 3C 8P Unde round Sevaer F _Wat _r Drill, Boring, Road Header And/or — — Shield King Powe Eggs meant 0 a�eratorS_ Oil Distributors, Blower Distribution $56.90 7A 3C 8P Underground mower & Water Et Mulch Seeding Operator King Power E�rnpmentkofsm Outside Hoists (elevators And $59.49 7A 3C 8P I.o7der.round Sewer Water Manlifts), Air Tuggers,strato King Power FgUlfbmq t Operzakor's- Overhead, Bridge Type Crane: 20 $59.96 7A 3C 8P UndergrgIand Sewer Et Water- Tons Through 44 Tons — King Power Etguiprncn4 Operc°ators Overhead, Bridge Type: 100 Tons $61.10 7A 3C 8P Underground Sewer Et Water And Over — — — King P w er C�eai,�nert..Opera ors- Overhead, Bridge Type: 45 Tons $60.49 7A 3C 8P Underground Sewer Et W at_Wr Through 99 Tons — King Epter Eguapinfer�f OiarraV:ors- _Pavement Breaker $56.90 7A 3C 8P Underf)round�Sc-ewer Et Water — — — King Ptr^nrer k°cpurpment Operators- Pile Driver (other Than Crane $59.96 7A 3C 8P Undecjlround-..._Sewer Et Water Mount) -- King Power Lgtiiurrnertt OQtu't,ors- Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P w Under nUund Seer Ez Water — — King Power Ec�npment Ogre°<a°tnrs�- Posthole Digger, Mechanical $56.90 7A 3C 8P Under'gYound Sewer Et Water — — ........... —_.__........... King Power Lquig2merrtpperat�QLs;.° Power Plant $56.90 7A 3C 8P Underground„,�e�wrcrr Ea;'wV'aler King Power Fciuimcnf OpeiatorsJ Pumps - Water $56.90 7A 3C 8P Underground Sewer Ex Water — httDS://fortress.wa.aov/Ini/waaelonktin/nrvWaaelnnkiin-asnx 1 1 /7f1/7(n R Page 12 of 15 King !jliwei Ecl LnL,)rrienLop-Lg i f�: $60.49 7A 3C 8P t _!2� Quad 9, Hd 41, DI 0 And Over Undet Li�LuLicj5tAcL�.k,Water ........... King Quick Tower - No Cab, Under 100 $56.90 7A 3C 8P Under round Sewer ft Water ............-.0....................I—__............ Feet In Height Based To Boom King Remote Control Operator On Rubber $60.49 7A 3C 8P Urpders rid sever NaLor Tired Earth Moving Equipment King Llo��ei Eq!ELiLn(�LiLO Rigger And Beftan $56.90 7A 3C 8P Under ound Sewer a Water ...................... King Power Ec 1�� q�i p�j�i�IQC� 11�1 Lp Rigger/Signal Person, Beltman $59.49 7A 3C 8P Underground Sewer Ft Water (Certified) King Power Equipment ODeratot s" Rotlagon $60.49 7A 3C 8P Under'rrrqund Lcnwcj Ft Walel King Power-Equiprnen-t--0-perators- Roller, Other Than Plant Mix $56.90 7A 3C 8P w Underground Seer Et Water King Power L(Lklij)njeut 02elators- Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Underground Sewer 8: Water Materials King Powgr L-Egui)rnent Operators- Roto-milt, Roto-grinder $59.96 7A 3C 8P Underground Sewer EL Watei King P0-�cr Saws - Concrete $59.49 7A 3C 8P Undergro und Et.Water' King Power'—Eqw 1 pinentOG)�:°matryrs- Scraper, Self Propelled Under 45 $59.96 7A 3C 8P Underground Sewera_Watei Yards King Power Equipmeol Operators- Scrapers - Concrete Et Carry All $59.49 7A 3C 8P Under.pround Sewer a- Water King P Scrapers, Self-propelled: 45 Yards $60.49 7A 3C 8P UndergrQuLUd Sewer It Water And Over King Powet Equipment Operators- Service Engineers - Equipment $59.491 7A 3C 8P Underp ound Sewer Ft Water' King Pqwer lxjgip.rrEentOperators-- Shotcrete/gunite Equipment $56.90 7A 3C 8P Underground Sewer F1 Water King !cower Cj(2 rnprLO -s- Shovel , Excavator, Backhoe, $59.49 7A 3C 8P�i j)ei atoi Under i:gj,Lnct S.L,,wer & Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: Over $60.49 7A 3C 8P UrIdOrPrOUnd Sower Et Water 30 Metric Tons To 50 Metric Tons King EQ—We'LQqL6ln1—e—"t OmLlam 5- Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Underground Sewer Et Water Tractors; 15 To 30 Metric Tons King Dower Emil zwe—nt%nrwtors=. Shovel, Excavator, Backhoes: Over $61.10 7A 3C 8P UndergfoUnd Sewer IL Water 50 Metric Tons To 90 Metric Tons King Eomef La Liiml lt'qlt Shovel, Excavator, Backhoes: Over $61.72 7A 3C 8P Undo € 90 Metric Tons .. ......... .................. King Rgwc—114"1-I miffit q Lx-ia—LCTs, Stipform Pavers $60.49 7A 3C 8P Underg LQqnd Sewer a Water King Spreader, Topsider Et Screedman $60.49 7A 3C 8P Underground Sewer Ft Water —L King Power Equipment Operators- Subgrader Trimmer $59.96 7A 3C 8P Underground- - -'Sewer -ft-----Water King Bower Ecquiiarn rat Opeotators.p Tower Bucket Elevators $59.49 7A 3C EIP Under�gLound Sewer &Water I King P2wcr E Operator__ Tower Crane Up To 175' In Height $61.101 ZA 3C 8P quip OIL L Underarou id Sewer 6L Water Base To Boom King —aq)n. Tower Crane: over 175' through $61.72 7A 3C 8P Undp round Sewei R Watet 250' in height, base to boom King ?9wor r 0—lit—ope Tower Cranes; over 250' in height $62.33 7A 3C 8P Underground Sewer Et Water �from base to boom .. ........................... King RMgr EqLyjjLny�nt, Of,,L� ratops- Transporters, All Track Or Truck $6n.49 7A 3C 8P Underground Sewer ft Water- �Type i — — — httDS://fortress.wa.qov/1ni/waaelookUD/DrvWaaelookUD.aSDX 11/20/2018 Page 13 of 15 King Power Cuttrpry ernt Oper_atgrs„ Trenching Machines $59.49 7A 3C 8P _ Une r_ und Sewer a 4?PaocrT - King Eower Felul> Truck Crane Oiler/driver 100 Tons $59.96 7A 3C 8P Undernround Sewer to Water And Over King b'av er Cii:a ne.rrt CJ7,rrzrS,c ps- Truck Crane Oiler/driver Under 100 $59.49 7A 3C 8P Underarcrunli ScwyeL fr Water Tons - - - King Power Enuaoment Operators- Truck Mount Portable Conveyor $59.96 7A 3C 8P l!i°ucierpround Sewer ft V7at:rr - - - -__ King laowci Fcg prr eorl Opcl1'tr 5- Welder $60.49 7A 3C 8P Undeaaround Sewer fla. Water - King Power Lt u1 iI>rr etrC, OJ�erai.ors- Wheel Tractors, Farman Type $56.90 7A 3C 8P Underground Sewer Et Water - - - King Power Equipment., quipment Operators- Yo Yo Pay Dozer $59.96 7A 3C 8P Uri,erground Sewer Ft Water - - - King Power Line Clearance Tree Journey Level In Charge $49.96 SA 4A Trimmers - King Power (wine Clearance Tree Spray Person $47.37 5A 4A Trimmers - King Power Line Clearance Tree Tree Equipment Operator $49.96 5A 4A Trimmers -- - King Power LineClearance Tree_ Tree Trimmer $44.57 5A 4A Trimmers - King Power Line,Clearance Tree Tree Trimmer Groundperson $33.60 5A 4A Trimmers King Refnveiation It Aar Cranditaoning Journey Level $79.51 6Z 1G Mechanics - King Residential Brick Mason Journey Level $57.32 5A 1M King Re>iriential C rpnlei° Journey Level $45.05 5D 4C King Residential Cement Journey Level $60.07 7A 4U - King, Residential Dr-wall App i atm Journey Level $45.05 5D 4C King Reside rrtaa( Der wr llwmin .7enrs Journey Level $45.19 5P 1 E King Residential Electricians Journey Level $37.26 _5Q 20 King Residential Glaziers Journey Level $42.05 7L 1H King Residentiallr3Sulation Applicators Journey Level $45.05 5D 4C King Residential Laborers Journey Level $36.68 7A 1H King Residential Marble Setters Journey Level $57.32 5A 1M King Residential Painters Journey Level $42.50 6Z 2B King Residential Plurnbers a Pi cfftters Journey Level $51.37 5A 1G King i3csirentiat Refr;ageration a Air Journey Level $51.37 5A 1G CcrncaitronfnR Mrrc,rhaitics King Residential Sheet Metal Workers Journey Level (Field or Shop) $50.01 7F 1R King Residential Soft, Floor Layers Journey Level $49.43 5A 3J King Residential S)nnkler FittersArire Journey Level $46.58 5C 2R Protection - - King Residential Stone Masons Journey Level $57.32 5A 1M King Residential Terrazzo Workers Journey Level $52.61 5A 1M King Residential Terrazzo/Tile_Finishers Journey Level $43.44 5A 1 B King Residential Tile Setters Journey Level $52.611 5A 1M King Roofers Journey Level $51.52 5A 3H King Roofers Using Irritable Bituminous Materials $54.52 5A 3H King Sheet Metal Workers Journey Level (Field or Shop) $82.51 7F 1E King ShipL"uRding Et Slurs )air New Construction Boilermaker $36.36 7V 1 King ShipbuRdino, Et S_IJjp R?.pa r New Construction Carpenter $36.36 7V 1 httDS://fortress.wa.aov/Ini/waaelonkiin/nrvWaaelnnkiin.asnx 1 1 /7n/7nl R Page 14 of 15 King N'rjrpbudicliw g k 5tnip Repaair New Construction Crane Operator $36�36 7V 1 King Shipbuildira Et Ship Repair New Construction Electrician $36.36 7V 1 King SLinb_ildin* Et Slut Repair New Construction Heat Et Frost $73.58 5J 4H Insulator King $hitLN�ui (fir c j 512� Ret7r�ir New Construction Laborer $36.36 7V 1 - _.__ - King Shipbuilding, a Ship Repair New Construction Machinist $36.36 7V 1 King Shilalkuil !iug,Ei 51-m) amr New Construction Operating $36.36 7V 1 Engineer King Shipbuilding Et Ship Repair New Construction Painter $36.36 7V 1 King ShliJ t uilclir¢g_f. ShilmReGaa,io; New Construction Pipefitter $36.36 7V 1 King Shipbuilding, Et Ship_Repair New Construction Rigger $36.36 7V 1 King Shie ii a Re yam New Construction Sheet Metal $36.36 7V 1 King Sh ipbuitchne Et Sliir Rcuair, New Construction Shipfitter $36.36 7V 1 King Shjpburldirrg i,5jAa Rc^pariu- New Construction $36.36 7V 1 Warehouse/Teamster King Sl plsl�uilding, Et Slur Regaayi New Construction Welder / Burner $36.36 7V 1 - King BSI i,.pbuildinrg Ez_Slyli)Rq)Mi'r Ship Repair Boilermaker $44.95 7X 4J King 5V ipbtuitdinEt_Sltiy7 4xclaia,', Ship Repair Carpenter $44.95 7X 4J King Shipb(uihtinp,tc S-ia idkpair Ship Repair Crane Operator $44.06 7Y 4K King Shipbuildi,n,g Ct Shia Repair. Ship Repair Electrician $44.95 7X 4J King Shipbuilding, Ft Shrp_lkepair Ship Repair Heat Et Frost Insulator $73.58 5J 4H King 5hrpbrar4dimny.£t SkpiRqjpqLir Ship Repair Laborer $44,95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Machinist $44.95 7X 4J King 22iplauil din� Ship Repair Operating Engineer $44.06 7Y 4K King SI i (tu{9(iln fr.SN i -ReRair Ship Repair Painter $44.95 7X 4J King Shipbuilding Et.Ship..Rena* Ship Repair Pipefitter $44.95 7X 4J King Shipbobkhng & Ship RcIpair Ship Repair Rigger $44.95 7X 4J King Sh�i _burlding Ei_Shrp Repair Ship Repair Sheet Metal $44.95 7X 4J, King Shipbuilding, Et Ship Repair Ship Repair Shipwright $44.95 7X 4J King Shi:pbuilulirag Et Ship Repair Ship Repair Warehouse / Teamster $44.06 7Y 4K King 8igrr_Mkeis E Ier taltei5.,(G'lectrdcal) Journey Level $49.70 0 1 King Sig,n Makers Et Installers {Non. Journey Level $31.52 0 1 L tectr cal) King Soft Floor Lavers Journey Level $49.43 5A 3J King Solar Controls For Windows Journey Level $12.44 1 King, Sprinklcr riiters Fine Protection , Journey Level $77.39 5C 1X King Stage Rig,ginQ Mechanics,,,(Non, Journey Level $13.23 1 5trpctura0, King Stone Masons Journey Level $57.32 5A 1M _ King Street And Fyarkirdr;_tv«'t_Swcve Journey Level $19.09 1 Workers King Sur_veyrrws Assistant Construction Site Surveyor $59.49 7A 3C 8P King Stu'vevors _._.. ._. Chamman $58.93 7A 3C BP King Survey Construction Site Surveyor $60.49, 7A 3C BE King Telecommunicationm-1echnicians Journey Level $48.061 7E 1E King TeLe_pl nc„Lune Construction Cable Splicer $41.22 5A 213 Outside King Telephone Line Constiuction . Hole Digger/Ground Person $23.12 5A 2B Outside King Teleplipne Line Construction Installer (Repairer) $39.53 SA 2B Outside King Special Aparatus Installer I 2B httDs://fortress.wa.ciov/Ini/wacelookUD/DrvWaaelookUD.aSDX 11/20/2018 Page 15Of15 � King Line ConstrUCd0n_-_ Special Apparatus Installer 11 $40.41 5A 2B Outside King Telephone Equipment Operator $41.22 5A 2B Outside (Heavy) King TeteDhone Linc Construction - Telephone Equipment Operator $38.36 5A 2B Outside (Light) King Tplpnhnnp Line Construction - Telephone Lineperson $38.36 5A 2B Outside Outside Outside :e�l ne Line Cons truct ion Television System Technician $34.68 5A 2B Outside Outside King Tetep Outside King :LqE_razzo Workers Journey Level $52.61 5A IM King jj��.,..Marbte a Terrazzo Finishers Finisher $43.44 5A 1 B King jEpck Drivers Asphalt Mix Over 16 Yar�_S__ $54.30 5D 3A 3L King Truck rivers Asphalt Mix To 16 Yards $53.46 SID 3A 8L King rruck Drivers Dump Truck $53.46 SID 3A 8L King Truck Drivers Dump Truck Et Trailer $54.30 5D 3A 8L King IL�ck Drivers Other Trucks $54.36 5D 3A King La��,LQt�a _-ICIAL—MIX Booster 9 Yards and Over $52.78 5A LT King jrqck Drivers - Readv Mix Non-Booster Loads Under 9 Cubic $52.53 5A 4T Yards King �yt[� Drillers Ft Irrigation Purnr) Irrigation Pump Installer $17.71 1 King Well] �j Installers Instatiers httDS://fO[tF8SS.vv8.OuV/1ni/vvaoeIonkun/orvVVaoe|ook|mavnx 11 /70/7O1R Benefit Code Key—Effective 8/31/2D18 thru 3/2/2019 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight(8)regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2) hours after eight(8)regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F, The first two (2)hoes 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 howl worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G, The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hoar 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 rats of wage. J. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. I. The first two (2) hours after eight(8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the beady rate of wage. All hom s 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 he paid at double the hourly rate of wage, 1 Benefit Code Key—Effective 8/31/2018 thru 3/2/2019 Overtime Codes Continued 1. O. The first ten (10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q, The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day)shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R, All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V, All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of waee. All hours worked on Thanksgiving Day and Christmas day shall he 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 an, (8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday though 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 ofpay in addition to holiday pay. 2 Benefit Code Key—Effective 8/31/2018 thru 3/2/2019 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half threes the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. E The first eight(8)homs worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. 0. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight(8) regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten- hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage. The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED 1N EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A, Work performed in excess of eight(8)hours of straight time per day, or ten (10)hours of straight tine per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12)in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pin and midnight shall receive an additional one dollar(S1.00)per hour for all hours worked that shift The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight(8)hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8)hours of straight time per day, or ten(10)hours of straight time per day when four ten (10) hour shifts are established, m-forty (40) hours of straight time per week; Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight(8)hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 3 Benefit Code Key— Effective 9/31/2018 thru 3/2/2019 Overtime Codes Continued 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. F All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,)then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All horns worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J, All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all homy worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight(8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4) day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two (2) hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2) times the straight time rate of pay. On Saturday, the fast 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 ofpay. All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2) times the straight time rate of pay. 4 Benefit Code Key— Effective 8/31/2018 thru 3/2/2019 Overtime Codes Continued 4, D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two (2) hours after eight (8)regular hours Monday through Friday of overtime on a regular workday, shall he paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2) times the hourly rate of wage. All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2)hours after eight(8) regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week,and Saturday shall be paid at one and one half(1%)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20'% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and Lill hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H, The first two (2)hours after eight (8)regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. I„ The First eight(8)hours worked on Saturdays shall he paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J, The first eight(8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8)hours on a Saturday shall be paid at double the hourly rate of wage. All hours woKkcd 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. 5 Benefit Code Key— Effective 8/31/2018 thru 3/2/2019 4. L. The first twelve (12)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate. N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays, and all work performed between the hours of midnight(12:00 AM)and eight AM (8:00 AM) everyday shall be paid at double the hourly rate of wage. O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of wage. After an employee has worked in excess of eight(8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage. P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. Q. The first four(4)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. Placeholder flohday Crudes 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). Holiday,Codes Continued 5, D, Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).. H, Holidays:New Year's Day,Memorial Day,Independence Day, Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). 6 Benefit Code Key—Effective 8/31/2018 thru 3/2/2019 5., 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, Indcpendcnce Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day, And Christmas Day(9). P, Holidays: New Year's Day, Memorial Day,Independence Day, Labor Day,Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q, Paid Holidays: New Year's Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/21). S. Paid Holidays: New Year's Day,Presidents' Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And The Day Before Or After Christmas(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(8). 6. A. Paid Holidays:New Year's Day,Presidents' Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half- Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day(11). 11, 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). 1. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,And Christmas Day(7). 7 Benefit Code Key—Effective 8/31/2018 thru 3/2/2019 Holiday Codes Continued 6. T, Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day, Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day,Labor Day, Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Iolidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6), Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays:New Year's Day,Martin Luther King Jr. Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 11olida ^ Codes Continued I. Holidays: New Year's Day, President's Day, Independence Day,Memorial Day, Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be 8 Benefit Code Key—Effective 8/31/2018 thru 3/2/2019 observed as a holiday on the preceding Friday, 7. J. Holidays: New Year's Day, Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day(8), Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as aholiday on the preceding Friday. L, Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday oil the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: Now Year's Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day(10).If any of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas, and A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. V. Holidays:New Year's Day,President's Birthday,Memorial Day,Lndependence 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. 9 Benefit Code Key—Effective 8/31/2018 thru 3/2/2019 Holiday Codas Continued 7. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Eve Day,Christmas Day,the day after Christmas,the day before New Year's Day,and a Floating Holiday. X. Holidays:New Year's Day,Day before or after New Year's Day,Presidents' Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off,then the holiday will be taken on the last normal workday.Ifthe holiday falls on a Monday thatis the normal day off or on a Sunday,then the holiday will be taken on the nest normal workday. Y, Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday,then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays: New Year's Day, President's Day,Independence Day,Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the day before Christmas Day and Christmas Day. (8)Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. B. Holidays: New Year's Day,Martin Luther King Jr. Day, President's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, and Cluistmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the day before Christmas Day and Christmas Day. (8) D Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day, Christmas Day, and the day after Christmas. Note Codes 8. D. Workers working with supplied au on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M, Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1,00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourlypremiutns as follows -Level A: $1.00,Level B: $0.75, Level C: $0.50, And Level D: $0.25. 10 Benefit Code Key— Effective 8/31/2018 thru 3/2/2019 Note Codes Continued 8. P, Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit:$2.00,Class B Suit: $1.50, Class C Suit: S'L00,And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and constriction signs necessary to control vehicular,bicycle, and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho.This classification is only effective on or after August 31, 2011 U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit: $2.00,Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour.The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet. Over 101'to 150'- $3.00 per foot for each foot over 101 feet. Over 15l'to 220'-$4.00 per foot for each foot over 220 feet. Over 221'-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600' -$1.50 per foot beginning at 300'. Over 600' -$2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters.The Lineman/GTormdmen rates would apply to meters not fitting this description. 11 r � l General Decision Number: WA180001 11/02/2018 WAl Superseded General Decision Number: WA20170001 State: Washington Construction Type: Highway Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts suhject to the Davis-Bacon, Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015 . If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10 .35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018 . The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5 .1 (a) (2) - (60) . Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/05/2018 1 01/12/2018 2 02/23/2018 3 03/16/2018 4 06/29/2018 5 08/10/2018 6 09/14/2018 7 09/21/2018 6 10/12/2018 9 10/19/2018 10 1.1./02/2018 * CARP0001-008 06/01/2018 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, and YAKIMA Counties Rates Fringes CARPENTER GROUP 1. . . . . . . . . . . . . . . . .. . . . .$ 33.40 16.40 GROUP 2 . . . . . . .. . . . . . . . . . . . . . .$ 45.42 18 . 83 GROUP 3. . . . . . ... . . . . . . . . . . . . . .$ 34.52 16 .40 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 34.52 16 .40 GROUP 5.. . . . . . . . . . . . . . . . . . . . .$ 77,52 16 .40 GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 37.76 16.40 GROUP 7. . . . . . . . . . . . .. . . . „ . , „ . $ 38 .76 16.40 GROUP 8. . . . . . . . . . . . . . . . . . . . . $ 35 .52 16 .40 GROUP 9. . .. „ . . . . . . . . . . . . . . . . .$ 41 .76 16 .40 WA180001 Modification 10 Federal Wage Determinations for Highway Construction 2.. CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter GROUP 2 : Millwright, Machine Erector GROUP 3 : Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4 , Budd-e= Doc,k, an,). Bona. :'_" ,:arpenter GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby CROUC., 83 itaOii"tart Di�ex: Tcndc r, ROV tiaa.<xc.x'i'L"e.c Yaalz.cs .x. . GROUP 9: Manifold Operator-Mixed Gas ZONE PAY: ZONE 1 0-60 MILES FREE ZONE 2 61-100 $4 .00/PER HOUR ZONE 3 OVER 100 MILES $6 .00/PER HOUR DISPATCH POINTS: CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . CARPENTERS/PILEDRJVER: SPOKANE (127 E. AUGUSTA AVE. ) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . CARPENTERS: MOSCOW (306 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . DEPTH PAY FOR DIVERS BELOW WATER SURFACE:. 50-100 feet $2 . 00 per foot 101-150 feet $3 . 00 per foot 151-220 feet $4 . 00 per foot 221 feet and deeper $5 . 00 per foot WA180001 Modification 10 Federal Wage Determinations for Highway Construction Q .3 PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0-25 feet Free 26-300 feet $1.00 per Foot SATURATION DIVING: The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift . HAZMAT PROJECTS; Anyone working on a HAZMAT job (task) , where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal . LEVEL C + $ .50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $ .75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit" . LEVEL A +$1. 00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line, WA180001 Modification 10 Federal Wage Determinations for Highway Construction Pa � e � 4 � cnve000a oo6 10/01/2011 "LARK, Cu0o.IIZ' �cz(zzT,,,,r, z/�v�l8 |ntl��rivar nol�} ' n��znz� (000�b o� m mtzmig�� lioe m��o b7 wstwudio� tbw onzt'1' �muodar� lium �e vva��iatao cunot� x�eat tm �illmyu oa� tp ��� Pmcl�i� ncemu) , oca�&�za, uod m&auz��8� Rates Fringes Carpenters: CARPENTERS. . . . . . . . . . . . . . . . . .$ 32 .04 14 .1e uzvEao TENDERS. , , , , , , . , , , . . .$ 36 .34 14 .18 ozvuau . . . . . . . . . . . _$ rr oo 14 .1e DRYWALL� � � � � � � � � � � � � � � � � � � �$ 27.56 14 .18 MILLNRIG8TS. . . . _ _ _ _$ 32 .19 14 .18 ez^ooazvuuo. . . . . ^ . . . . . ^ $ 33 .04 14 .1" DEPTH PAY: so TO 100 xoaz $1. 00 PER FOOT OVER 50 rxor 101 TO `so xmor $1.50 PER oour OVER 101 nmmr 151 TO 200 FEET $2 .00 PER yO0- OVER 151 PDDT unue Differential (Add up xnue z rates) : Zone 2 - $0 .85 Zone 3 - 1 .25 Zone 4 - 1 .70 Zone s - 2 . 00 xoua 6 - 3 . 00 auampozmro: x>arOazA, romAvzmw, rOarLuNm, THE ouLzma, AND V&NC0Uvnv' (m0ro: All dispatches for Washington State Counties: Cowlitz, waKkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point . ) uomu x: Projects located within so miles of the respective city ball of the above mentioned cities xomm 2 : Projects located more than 30 miles and less than 10 miles of the respective city of the above mentioned cities onmE 3 : Projects located more than 40 miles and less than so miles of the respective city of the above mentioned cities unmm 4 : Projects located more than so miles and l*oo than ^o miles of the respective city of the above mentioned cities . oOm8 S : Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities unmE s: rznjeoto located more than 70 miles of the respected city of the above mentioned cities WA180001 Modification KXodification 10 Federal Wage Determinations for Highway Construction i CARP0770-003 06/01/2015 Rates Fringes CARPENTER CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTITAS, OKANOGAN (WEST OF THE 120TH MERI➢IAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL. . . . . . . . . . . . . . . . . . .$ 40 .46 13 . 66 CARPENTERS. . . . . . . . . . . . . . . . .$ 40 .36 13 . 66 DIVERS TENDER. . . . . . . . . . . . . .$ 35 .02 14. 00 DIVERS. . . . . . . . . . . . . . . . . . . . .$ 73 .44 14. 00 MILLWRIGHT AND MACHINE ERECTORS. . . . . . . . . . . . . . . . . . .$ 41 . 86 13 .66 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING. . . . . . . $ 40.61 13 .66 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1. 00/hour 36-45 radius miles $1. 15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1. 55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ . 70/hour Over 45 radius miles $1 .50/hour WA18DO01 Modification 10 Federal Wage Determinations for Highway Construction i 8 Rates Fringes CARPENTER WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only) , MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES BRIDGE CARPENTERS. . . . . . . . . .$ 40 .92 14.59 CARPENTERS ON CREOSOTE MATERIAL. . . . . . . . . . . . . . . . .. . .$ 40 .46 13 . 66 CARPENTERS— , - - - - - - -$ 40 .92 14 .59 DIVERS TENDER. . . . . . . . . . . . . .$ 44 .67 13 . 66 DIVERS. . . . . . . . . . . . . . . . — _$ 93 .56 13 . 66 MILLWRIGHT AND MACHINE ERECTORS. . . . . . . . . . . . . . . . . . .$ 41.86 13 .66 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATE➢ MATERIAL, ALL PILING. . . . . . .$ 40 .61 13 .66 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1 .00/hour 36-45 radius miles $1 .15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ . 70/hour over 45 radius miles $1.50/hour WA180001 Modification 10 Federal Wage Determinations for Highway Construction � 7 - ------ - ----- -- ----- -.__--.......----- ------------_________- _..___..____ ELEC0046-001 08/06/2018 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . . $ 55 .627 30+20 .21 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 50 .57 3%+20 .21 ----- ---- - - -- ------- ------------- ........_-,_----..-----.-._.--- * ELECO048-003 01/01/2018 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . . $ 44,22 21.50 ELECTRICIAN. . . . . . . . . . . . . . .. . . . . . . . $ 42,60 22 .75 HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay: Zone 1: 31-50 miles $1.50/hour Zone 2 : 51-70 miles $3 .50/hour Zone 3 : 71-90 miles $5.50/hour Zone 4 : Beyond 90 miles $9. 00/hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. --- ------ - -...--- --------- -- - ---- -- -- ----- ----- ------------- - --— ---.____,._. ELEC0048-029 01/01/2018 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44 .22 21 .50 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 42 .60 22 . 75 -- - ---- -- - --- - - -- --- ------------ --------- ----- -_-------- ELEC0073-001 01/01/2018 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER, , , , , , , , ,, , , , , , $ 34 . 10 16. 68 ELECTRICIAN. . . . . . . . . . .. . . . . . . . . . . . $ 33 .25 18 .40 WA180001 Modification 10 Federal Wage Determinations for Highway Construction -- ------------- -------------------- ----- ----------- ELEC0076-002 01/01/2018 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . .. . . . $ 40 .05 24 .49 ELECTRICIAN. . . . . . . . . . . . . . . . . .. . . . . $ 40 .78 23 .01 ----- --- - ---- - ------------- ------- -- --.- - --- --- - - ------.-.---_.-_...---_.... ELECO112-005 06/01/2018 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . 45 .68 20 .60 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . . $ 43 .50 20 .54 ELECO191-003 06/01/2018 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . . $ 44 .23 17 .73 ELECTRICIAN. . . . . . . . . . . . . . . . . .. . . . . $ 44 .95 21.42 ELECO191-004 06/01/2018 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER, , ,, ,, , , , , , ,, , , , , , , , , , , $ 40 .82 17 . 63 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . . $ 42 .45 21.34 --- -- - --- ---- ----- -- - --------------------- - - ------------ ------ ------ --- WA180001 Modification 10 Federal Wage Determinations for Highway Construction Page � 9 � 0�02-003 OC l 0 13 �emz�u« N, 0l-' 20ra mmxzoz&N> , ozJOzz,Am' oo7ou�m raE I (',mAYa 8;6U"01�, I�zA14D, z�v�ma8om, �zmu, ozr8�p' �z�czz�o, nA,��om, ooumtnmm {N8o'P OP T8c l2,0cs oxoozozam) . �""AW zozau' a%WoCTmzom, ffliAr�om ulff) ranTm4 0"8vz 4TP co ,' z20ro 1,16��;|JD(,Am) /�onm'zcu8 zonm l (O rmJiuo mi hwo) � auteo �rio�eo C�ro�� 1A. . . . . . . . . 4� z9 �7 �roqy z&&. . . . . 09 19 '917 �rnup 1AA& . . . . . . ^ ^ ^ . 4 wY crvn I'� �, . . . . . . . . . . . . . 43 2 3 z 97 oroop2 , � . . I . . I . . . . . w42 ?4 z9,97 wroop 4. . . . . , . . , � uvue Differential (Add to Zone z rates) : Zone 2 (z* 45 radius miles) - $1 .00 xouo 3 (Over 45 radius miles) ' $1.30 B&3CDOINl8: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, 8bcl,00, Wenatchee, Yakima enwEa EDVzoMD0T 0emRurOoS CLA8SzFzcxrzumS GROUP IxAA - Cranes-over 300 tons, or 300 /t of boom <iuclndiog jib with attachments) GP0Vn l&& - Cranes 200 to »oo tons, or 250 fc of boom (including jib with attachments) / Tower crane over 175 fc in height, base to boom Qunnr zu - Cranes, 100 tons tbzu 199 tons, or 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge type, 100 ruun and over/ Tower crane up to 175 ft in height base to boom/ Loaders-overhead, o yards and over/ Shovels, excavator, bacbboea-s yards and over with attachments GROUP 1 Cableway; Cranes 45 tons tbrn yy tons, under 150 fc of boom (including jib with attachments) ; Crane-overhead, bridge type, us tuuo tbro 99 tons; Derricks no building work; Excavator, shovel, baokboea over 3 yards and under s yards; Hard rail end dump articulating off-road equipment us yards and over/ Leader- overhead s yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, oo *z, o-zo/ Remote control operator on robber tired earth moving oguiDmaut/ xnllagou; Scrapers-self propelled 45 yards and over; oliDtorm pavers; Transporters, all truck or track type VVA180001 Modification 10 Federal Wage Determinations for Highway Construction 10 GROUP 2 - Barrier machine (zipper) ; Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-overhead, bridge type-20 tons through 44 tons; Chipper; Concrete Pump-truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power) ; Drilling machine; Excavator, shovel, backhoe-3yards and under; Finishing Machine, Bidwell, Gamacc and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders-overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics-all; Mixers-asphalt plant; Motor patrol graders-finishing; Piledriver (other than crane mount) ; Roto-mill, roto-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self propelled, hard tail end dump, articulating off-road equipment-under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A-frame crane over 10 tons; Drill oilers-auger type, truck or crane mount; Dozers-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside hoists- (elevators and manlifts) , air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps-concrete; Roller, plant mix or multi-lift materials; Saws-concrete; Scrpers-concrete and carry-all; Service engineer-equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine-laser screed; Cranes-A frame-10 tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Pesthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator WA180001 Modification 10 Federal Wage Determinations for Highway Construction HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class "C" Suit - Base wage rate plus $ .25 per hour. H-3 Class "B" Suit - Base wage rate plus $ .50 per hour. H-4 Class "A" Suit - Base wage rate plus $ .75 per hour. -- - ------------ - ------ - - ENCT0370-002 06/01/2018 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) , COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN) , PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates Fringes POWER EQUIPMENT OPERATOR GROUP I, , ,, , , , , , , , $ 27 .51 15. 95 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 27 .83 15. 9E GROUP 3. . . . . . . .. . . . . . . . . . . . . .$ 28 ,44 15. 95 GROUP 4. . . . . . . . . . . . . .. . . . . . .. .$ 28 .60 15.95 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 28 .76 15.95 GROUP 6. . . . . . . . .. . . . . . . . . . . . .$ 29 .04 15. 95 GROUP 7. . . . . . . . .. . . . . . . . . . . . .$ 29.31 15. 95 GROUP 8 . . . . . . . . . . . . . . .. . . . . . ..$ 30.41 15. 95 ZONE DIFFERENTIAL (Add to Zone 1 rate) : Zone 2 - $2 .00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2 : Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power) ; Deck Hand; Fireman & Heater Tender; Hydro-seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator) , except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler-Driver (CLD required) & Cable Tender, Mucking Machine WA180001 Modification 10 Federal Wage Determinations for Highway Construction 12 GROUP 2 : A-frame Truck (single drum) ; Assistant Refrigeration Plant (under 1000 ton) ; Assistant Plant Operator, Fireman or Pugmixer (asphalt) ; Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement) ; Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power) ; Concrete Saw (multiple cut) ; Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated) ; Fork Lift or Lumber Stacker, hydra-lift & similar; Gin Trucks (pipeline) ; Hoist, single drum; Loaders (bucket elevators and conveyors) ; Longitudinal Float; Mixer (portable-concrete) ; Pavement Breaker, Hydra-Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self-propelled) ; Railroad Power Tamper Operator (self-propelled) ; Railroad Tamper Jack Operator (self-propelled; Spray Curing Machine (concrete) ; Spreader Box (self-propelled) ; Straddle Buggy (Ross & similar on construction job only) ; Tractor (Farm type R/T with attachment, except Backhoe) ; Tugger Operator GROUP 3 : A-frame Truck (2 or more drums) ; Assistant Refrigeration Plant & Chiller Operator (over 1000 ton) ; Backfillers (Cleveland & similar) ; Batch Plant & Wet Mix Operator, single unit (concrete) ; Belt-Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar) ; Bending Machine; Bob Cat (Skid Steer) ; Boring Machine (earth) ; Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar) ; Bump Cutter (Wayne, Saginau or similar) ; Canal Lining Machine (concrete) ; Chipper (without crane) ; Cleaning & ➢oping Machine (pipeline) ; Deck Engineer; Elevating Belt-type Loader (Euclid, Barber Green & similar) ; Elevating Grader-type Loader (Dumor, Adams or similar) ; Generator Plant Engineers (diesel or electric) ; Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Pesthole Auger or Punch; Pump (grout or jet) ; Soil Stabilizer (P & H or similar) ; Spreader Machine; Dozer/Tractor (up to D-6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator GROUP 4 : Concrete Pumps (squeeze-Crete, flow-Crete, pump- crete, Whitman & similar) ; Curb Extruder (asphalt or concrete) ; Drills (churn, core, calyx or diamond) ; Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist) ; Loaders (overhead & front-end, under 4 yds. R/T) ; Refrigeration Plant Engineer (under 1000 ton) ; Rubber-tired Skidders (R/T with or without attachments) ; Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity) ; Turnhead (with re-screening) ; Vacuum Drill (reverse circulation drill under 8 inch bit) - WA180001 Modification 10 Federal Wage Determinations for Highway Construction 13 GROUP 5 : Backhoe (under 45, 000 gw) ; Backhoe & Tice Ram (under 3/4 yd. ) ; Carrydeck & Boom Truck (under 25 tons) ; Cranes (25 tons & under) , all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons) ; Drilling Equipment (B inch bit & over) (Robbins, reverse circulation & similar) ; Hoe Ram; Piledriving Engineers; Paving (dual drum) ; Railroad Track Liner Operaotr (self-propelled) ; Refrigeration Plant Engineer (1000 tons & over) ; Signalman (Whirleys, Highline Hammerheads or similar) ; Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers) (Autograde, ABC, R.A. Hansen & similar on grade wire) ; Backhoe (45, 000 gw and over to 110, 000 gw) ; Backhoes & Hoe Ram (3/4 yd. to 3 yd. ) ; Batch Plant (over 4 units) ; Batch & Wet Mix Operator (multiple units, 2 & incl. 4) ; Blade Operator (motor patrol & attachments) ; Cable Controller (dispatcher) ; Compactor (self-propelled with blade) ; Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons) , all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front-end & overhead, 4 yds. incl . 8 yds. ) ; Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete) ; Quad-Track or similar equipment; Rollerman (finishing asphalt pavement) ; Roto Mill (pavement grinder) ; Scrapers, all, rubber-tired; Screed Operator; Shovel (under 3 yds. ) ; Trenching Machines (7 ft. depth & over) ; Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator (REcycle Train) ; Lime Brain Operator (Recycle Train) ; Mobile Crusher Operator (Recycle Train) GROUP 7: Backhoe (over 110, 000 gw) ; Backhoes & Hoe Ram 0 yds & over) ; Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning/Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons) , all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over) ; Elevating Belt (Holland type) ; Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar) ; Loaders (overhead & front-end, over 8 yds. to 10 yds. ) ; Rubber-tired Scrapers (multiple engine with three or more scrapers) ; Shovels (3 yds. & over) ; Whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar) ; Ultra High Pressure Wateriet Cutting Tool System Operator (30, 000 psi) ; Vacuum Blasting Machine Operator GROUP 8 : Cranes (85 tons and over, and all climbing, overhead,rail and tower) , all attachments including clamshell, dragline; Loaders (overhead and front-end, 10 yards and over) ; Helicopter Pilot WA180001 Modification 10 Federal Wage Determinations for Highway Construction 14 BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ . 80 over scale NOTE: In compuz:ing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1. 00 an hour above classification. ..___..____._..-- ------- ---_-_-----.------------------.----...--......-.-.._._._ ENGI0612-012 06/01/2018 LEWIS, PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles) : Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1A. . . . . . . . . . . . . . .. . . . .$ 44.43 19. 15 GROUP 1AA. . . . . . . . . . . . . . . . . . $ 45. 09 19. 15 GROUP IAAA. . . . . .. . . . . . . . . . . .$ 45,73 19. 15 GROUP 1. . . . . . . . . . . . . . . . . . . . . $ 43 .79 19 .15 GROUP 2 . . . . . . . . .. .. . . . . . . . . . . . $ 43 .24 19 .15 GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 42 .74 19 .15 GROUP 4 . . . . . . . . . . . . . . . . . . . . . $ 40 .02 19.15 Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) _ $1. 00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments WA18OOO1 Modification 10 Federal Wage Determinations for Highway Construction F 1s GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 £t of boom (including jib with attachments) ; Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, B yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers- self-propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper) ; Batch Plant Operator- concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump-truck mount with boom attachment; Crusher; Deck engineer/deck winches (power) ; Drilling machine; Excavator, shovel, backhoe-3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount) ; Roto-mill, roto- grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barber Green; Scraper-self- propelled, hard tail end dump, articulating off-road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane-A-frame over 10 tons; Drill oilers-auger type, truck or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside Hoists- (elevators and manlifts) , air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump-Concrete; Roller, plant mix or multi-lfit materials; Saws-concrete; Scrapers, concrete and carry a=1; Service engineers-equipment; Trenching machines; Truck crane oiler/driver under 100 tons; Tractors, backhoe under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine-laser screed; Cranes A-frame 10 tons and under; Elevator and manlift (permanent and shaft type) ; Forklifts-under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Pesthole digger-mechanical; Power plant; Pumps-water; Rigger and Hellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator WA180001 Modification 10 Federal Wage Determinations for Highway Construction 16 FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2 . Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3 . Marine projects (docks, wharfs, etc. ) less than $150, 000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing, Class "➢" Suit - Base wage rate plus $ .50 per hour. H-2 Class "C" Suit - Base wage rate plus $1 . 00 per hour. H-3 Class "B" Suit - Base wage rate plus $1 .50 per hour. H-4 Class "A" Suit - Base wage rate plus $2 . 00 per hour, -------------------------------- ENGI0701-002 01/01/2016 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates Fringes POWER EQUIPMENT OPERATOR GROUP I . . . . . . . . . . . . . . . . . . . . . $ 41.65 14 .35 GROUP IA. . . . . . . . . . . . . . . . . . . .$ 43 .73 14 .35 GROUP 1B. . . . . . . . . . . . . . . . . . . ..$ 45.82 14 .35 GROUP 2_ . . . . . _ . . . . . . . . . . . . $ 39.74 14 ,35 GROUP 3. . . . . . . . . . . . . . . .. . . . . ..$ 38.59 14 ,35 GROUP 4. .. .. . . . . . . . . . . . . . . . . . . $ 37.51 14 .35 GROUP 5. . . . . . . . . . . . . . . . . . . . . $ 36.27 14 .35 GROUP 6. .. . . . . . . ... . . . . . . . . . . . .$ 33 .05 14 .35 Zone Differential (add to zone 1 rates) : Zone 2 - $3 . 00 Zone 3 - $6. 00 WA180001 Modification 10 Federal Wage Determinations for Highway Construction 17 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all classifications. All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLA4ATH FALLS; MEDFOR➢; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. WA180001 Modification 10 Federal Wage Determinations for Highway Construction 18 POWER EQUIPMENT OPERATORS CLASSIFICATIONS Group 1 Concrete Batch Plan and or Wet mix three (3) units or more; Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred (200) ton through two hundred ninety nine (299) ton with two hundred foot (2001 ) boom or less (including jib, inserts and/or attachments) ; Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (2001 ) boom Including jib, inserts and/or attachments) ; Crane, Tower Crane with one hundred seventy five foot (175 ' ) tower or less and with less than two hundred foot (2001 ) jib; Crane, Whirley ninety (90) ton and over; Helicopter when used in erecting work Group lA Crane, floating two hundred fifty (250) ton and over; Crane, two hundred (200) ton through two hundred ninety nine (299) ton, with over two hundred foot (2001 ) boom (including jib, inserts and/or attachments) ; Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175 ' ) tower or over two hundred foot (2001 ) jib; Crane, tower Crane on rail system or 2nd tower or more in work radius Group 12 Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (2001 ) boom (including jib, inserts and/or attachments) ; Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over Group 2 Asphalt Plant (any type) ; Asphalt Rotc-Mill, pavement profiler eight foot (8' ) lateral cut and over; Auto Grader or "Trimmer" ; Blade, Robotic; Bulldozer, Robotic Equipment (any type) ; Bulldozer, over one hundred twenty thousand (120, 000) lbs . and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required) ; Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (1501 ) boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton; Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (2001 ) of boom (including jib inserts and/or attachments) ; Crane, fifty (50) ton through eighty nine (89) ton with over one hundred fifty foot (1501 ) boom (including jib inserts and/or attachments) ; Crane, Whitley under ninety (90) ton; Crusher Plant; Excavator over one hundred thirty thousand (130, 000) lbs. ; Loader one hundred twenty thousand (120, 000) lbs. and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater Equipment remote or otherwise, when used in construction work; Wheel Excavator any size WA180001 Modification 10 Federal Wage Determinations for Highway Construction 119 Group 3 Bulldozer, over seventy thousand (70, 000) lbs, up to and including one hundred twenty thousand (120, 000) lbs. ; Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (1501 ) boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (150 ' ) boom or less (including jib inserts and/or attachments) ; Crane, Shovel, Dragline or Clamshell three (3) cu. yds. but less than five (5) cu. Yds . ; Excavator over eighty thousand (80, 000) lbs . through one hundred thirty thousand (130, 000) lbs . ; Loader sixty thousand (60, 000) lbs . and less than one hundred twenty thousand (120, 000) lbs. Group 4 Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement profiler, under eight foot (81 ) lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine; Backhoe, Robotic, track and wheel type up to and including twenty thousand (20, 000) lbs. with any attachments; Blade (any Lype) ; Boatman; Boring Machine; Bulldozer over twenty thousand (20, 000) lbs . and more than one hundred (100) horse up to seventy thousand (70, 000) lbs. ; Cable-Plow (any type) ; Cableway up to twenty five (25) ton; Cat Drill (John Henry) ; Chippers; Compactor, multi-engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile; Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and under fifty (50) ton; Crane, Bridge Locomotive, Gantry and Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred (100) ton; Crane, Floating Clamshell, Dragline, etc. Operator, under three (3) cu. yds. Or less than thirty (30) ton; Crane, under fifty (50) ton; Crane, Quick Tower under one hundred foot (100 ' ) in height and less than one hundred fifty foot (1501 ) jib (on rail included) ; Diesel-Electric Engineer (Plant or Floating) ; Directional Drill over twenty thousand (20, 000) lbs. pullback; Drill Cat Operator; Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator over twenty thousand (20, 000) lbs. through eighty thousand (80, 000) lbs. ; Generator Operator; Grade-all; Guardrail Machines, i.e. punch, auger, etc. ; Hammer Operator (Piledriver) ; Hoist, stiff leg, guy derrick or similar type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type) ; Jack Operator, Elevating Barges, Barge Operator, self-unloading; Loader Operator, front end and overhead, twenty five thousand (25, 000) lbs. and less than sixty thousand (60, 000) lbs. ; Log Skidders; Piledriver Operator (not crane type) ; Pipe, Bending, Cleaning, Doping and Wrapping Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired Dozers and Pushers; Scraper, all types; Side-Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type) ; Surface Heater and Planer; Tractor, rubber-tired, over fifty (50) HP Flywheel; Trenching Machine three foot (31 ) depth and deeper; Tub Grinder (used for wood debris) ; Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine; WA180001 Modification 10 Federal Wage Determinations for Highway Construction s s 20 Ultra High Pressure Water Jet Cutting Tool System Operator; Vacuum Blasting Machine Operator; Water pulls, Water wagons Group 5 Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix) ; Asphalt, Roto-Mill pavement profiler ground man; Bulldozer, twenty thousand (20, 000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, Combination Mixer and compressor operator, gunite work; Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator; Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (81 ) or less; Concrete, Planer; Concrete, Pump; Concrete, Pump Truck; Concrete, Pumperete Operator (any type) ; Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional type less than twenty thousand (20, 000) lbs. pullback; Fork Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20, 000) lbs. ; Hydraulic Backhoe wheel type (any make) ; Laser Screed; Loaders, rubber-tired type, less than twenty five thousand (25, 000) lbs. ; Pavement Grinder and/or Grooving Machine (riding type) ; Pipe, cast in place Pipe Laying Machine; Pulva-Mixer or similar types; Pump Operator, more than five (5) pumps (any size) ; Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser) ; Sweeper Self-Propelled; Tractor, Rubber-Tired, fifty (50) HP flywheel and under; Trenching Machine Operator, maximum digging capacity three foot (31 ) depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc. Group 6 Asphalt, Pugmill (any type) ; Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler; Boatman; Bobcat, skid steed (less than one (1) yard) ; Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing Machine (riding type) ; Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler; Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator; Mixer Box (CTB, dry batch, etc. ) ; Oiler; Plant Oiler; Pump (any power) ; Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger; Roller grading (not asphalt) ; Truck, Crane Oiler-Driver -- --------- -------------- - ---- ----- WA18O0O1 Modification 10 Federal Wage Determinations for Highway Construction ,% " 43' e ( 21 IRON0014-005 07/01/2018 ADAMS, ASOTIN, RENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . . $ 33 . 18 27. 32 ------------_..----- ---.---- ----- - -- - -- -------- ---,_.-...___..___..___._..__....... IRON0029-002 05/01/2013 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER_ _ . . . . . . . . .. . . . . . . . . .$ 37 .00 27,87 __.___...._____....,.,...__.._,_...__--_.-._-____.___._____....... ..........__.-.______-_ IRON0086-002 07/01/2018 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 33 .18 27. 82 IRON0086-004 07/01/2018 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER, , , , ,, , , , , ,, , , , , , , ,, _$ 40 .81 28 .22 WA180001 Modification 10 Federal Wage Determinations for Highway Construction r:> :. 22 LA200238-004 06/01/2018 PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th " Meridian) , FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEN➢ OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES Rates Fringes LABORER (PASCO) GROUP I. . . . . . . . . . . . . . . . .. . . . , $ 24.84 12 .35 GROUP 2 . . . . . .. . . . . _ _ _ „$ 26. 94 12 ,35 GROUP 3 .. . . . . . . . . . . . . . . . . . . . . $ 27.21 12 ,35 GROUP 4 . . . . . .. . . . . . .. . . . . . . . . .$ 27.48 12.35 GRGUP 5. . . . . .. . . . . . .. . . . . .. . . . .$ 27.76 12.35 LABORER (SPOKANE) GROUP I. . . . . .. . . . . . . . . . „ . . . . . $ 24.74 12 .45 GROUP 2 . . . . . .. . . . . . . . . . . . . . . .$ 26. 84 12 .45 GROUP 3 . . . . . . . . . . . . . . . . . . . . . $ 27 . 11 12 .45 GROUP 4. . . . . . . . . . . . . . . „ . . . . .$ 27.38 12 .45 GROUP 5. . . . . . . . . . . . . . . . . . . . . $ 27.66 12 .45 Zone Differential (Add to Zone 1 rate) : $2 , 00 BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2 : 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson) ; Window Washer/Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc, prior to final acceptance by the owner) GROUP 2 : Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean-up Laborer; Concrete Crewman (to -nclude stripping of forms, hand operating jacks on sl_p form construction, application of concrete curing compounds, pumperete machine, signaling, handling the nozzle of squeezcrete or similar machine, 6 inches and smaller) ; Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material) ; Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers) ; Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal) ; Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete WA180001 Modification 10 Federal Wage Determinations for Highway Construction 23 crewman, including distributing pipe, assembly & dismantle, and nipper) ; Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel) ; Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures) ; , Tailhoseman (water nozzle) ; Timber Bucker and Faller (by hand) ; Track Laborer (RR) ; Truck Loader; Well-Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3 : Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non-mechanical; Driller Tender (when required to move and position machine) ; Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator) ; Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter) ; Nozzleman (to include squeeze and flo-crete nozzle) ; Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs. ) ; Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Hodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers) ; Trencher, Shawnee; Tugger Operator; wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) GROUP 4 : Air and Hydraulic Track Drill; Aspahlt Raker;Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled) ; Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high) ; Gunite (to include operation of machine and nozzle) ; Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit") ; High Scaler; Laser Beam Operator (to include grade checker and elevation control) ; Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels) ; Monitor Operator (air track or similar mounting) ; Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs. , jet blast machine power propelled, sandblast nozzle) ; Pavement Breaker (90 lhs. and over) ; Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer) ; Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) ; Miner Class "D", (to include raise and shaft miner, laser beam operator on riases and shafts) WA18OOO1 Modification 10 Federal Wage Determinations for Highway Construction £ ak" Lt ( 24 --- ------- -- ____ LL___-__..____._...__.....___®..,.... ._____ LAB00238- 18 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier. . . . . . . . . . . . . . . . . . . . . .$ 27. 75 12 .25 ____--___.--.__________________________.___-_____-______-_- LAB00242-003 06/01/2018 KING COUNTY Rates Fringes LABORER GROUP I. . . . . . . . . . . . . . . . . . . . .$ 26 . 05 11.49 GROUP 2 . . . . . . . . . . . . . . . . . . . . .$ 29 .82 11.49 GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 37 .27 11.49 GROUP 4. . . . . . . . . . . . . . . . .. . . . .$ 38 . 19 11.49 GROUP 5— . . . . . . . . . . . . . . . — $ 38 . 80 11.49 BASE POINTS : BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $1. 00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $2 .25 WA180001 Modification 10 Federal Wage Determinations for Highway Construction 2..5 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc. , prior to final acceptance by the owner) GROUP 2 : Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3 : General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs. ) ; Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material) ; Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator) ; Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Pifer; Stake Hopper; Toolroom Man (at job site) ; Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4 : Cement Dumper-Paving; Chipping Gun (over 30 lbs . ) ; Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac) ; Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit") ; High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) ; Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type) ; Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Redder; Sloper (over 20 ft) ; Spreader (concrete) ; Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagger shorer and cribber) ; Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) . WA180001 Modification 10 Federal Wage Determinations for Highway Construction P < ge ( 26 LAB00252-010 06/01/2016 CLALLAM, GRAYS HARBOR, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC (EXCLUDING SOUTHWEST) , PIERCE, AND THURSTON COUNTIES Rates Fringes LABORER GROUP 1_ _ . . . 26. 05 11.49 GROUP 2. . . . . . . . . . . . . . . . . . . . . $ 29.83 11.49 GROUP 3_ . . . . . . . . . . . . $ 37.27 11.49 GROUP 4. . . . . . . . . . . . . . . . . . . . . $ 38.19 11.49 GROUP 5. .. . . . . . . . . . . . . . . . . . . . $ 38. 80 11.49 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $1 .00 ZONE 3 - $1 . 30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $2 .25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc. , prior to final acceptance by the owner) GROUP 2 : Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car WA180001 Modification 10 Federal Wage Determinations for Highway Construction i 27 GROUP 3 : General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs. ) ; Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material) ; Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator) ; Maintenance Person; Material Yard Person; Pot. Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom man (at job site) ; Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4 : Cement Dumper-Paving; Chipping Gun (over 30 lbs. ) ; Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac) ; Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit" ) ; High Scaler; Jackhammer; Laserbeam Operator; manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) ; Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type) ; Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Redder; Sloper (over 20 ft) ; Spreader (concrete) ; Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagger snorer and cribber) ; Track Liner Power; rugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) . WA180001 Modification 10 Federal Wage Determinations for Highway Construction , <r ; . I28 LAB00292-008 06/01/2018 ISLAND, SAN JUAN, SKAGIT, SNOHOMISH, AND WHATCOM COUNTIES Rates Fringes LABORER GROUP I. . . . . . . . .. . . . . . . . . . . . .$ 26. 05 11.49 GROUP 2. _ _ . . . . . 29.83 11 .49 GROUP 3 _ _ _ . . . . . 37 .27 11 .49 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 38 . 19 11 .49 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 38 .60 11 .49 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (A➢D TO ZONE 1 RATES) : ZONE 2 - $1.00 ZONE 3 - $1 .30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $2 .25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc. , prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car WA180001 Modification 10 Federal Wage Determinations for Highway Construction k; I29 GROUP 3 : General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs. ) ; Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material) ; Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator) ; Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site) ; Topper-Tailer; Track Laborer; Truck Spotter; vinyl Seamer GROUP 4 : Cement Dumper-Paving; Chipping Gun (over 30 lbs. ) ; Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac) ; Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit") ; High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) ; Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type) ; Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Redder; Sloper (over 20 ft) ; Spreader (concrete) ; Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagaer shorer and cribber) ; Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5 : Caisson worker; Miner; Mortarman and Hodcarrier; Pcwderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) . WA180001 Modification 10 Federal Wage Determinations for Highway Construction u e 30 LAB00335-001 06/01/2018 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST 'TO THE PACIFIC OCEAN) , SKAMANIA AND WAHKIAKUM COUNTIES Rates Fringes Laborers: ZONE l : GROUP I. . . . . . . . . . . . . . . .. . . . . $ 31.72 11 .49 GROUP 2 . . . . . . . . . . . . . . . . . . . . $ 32.38 11.49 GROUP 3 . . . . . . . . . . . . . . . .. . . . . $ 32. 87 11.49 GROUP 4 . _ _ . . . _ $ 33 .29 11.49 GROUP 5_ . . . . . . . . . $ 28 .98 11.49 GROUP 6. . . . . . . . .. . . . . . . . . . . .$ 26 .31 11 .49 GROUP 7. . . . . . . . .. . . . . . . . . . . .$ 22 .78 11 .49 Zone Differential (Add to Zone 1 rates) : Zone 2 $ 0 .65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2 .75 BASE POINTS: LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. ZONE 2 : More than 30 miles but less than 40 miles from the respective city hall. ZONE 3 : More than 40 miles but less than 50 miles from the respective city hall. ZONE 4 : More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change-House Man or Dry Shack Man; Choker Setter; Clean-up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew) ; Elevator Feeders; Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages) ; General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types) ; Loading Spotters; Material Yard Man (including electrical) ; Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms) ; Rip Rap Man (hand placed) ; Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor) ; Toolroom Man (at job site) ; Tunnel Bullgang (above ground) ; Weight-Man- Crusher (aggregate when used) WA180001 Modification 10 Federal Wage Determinations for Highway Construction 31 GROUP 2 : Applicator (including pot power tender for same) , applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw) ; Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc. ) ; Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime) ; Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers) ; Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; vibrating Screed; Tampers; Sand Blasting (wet) ; Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) GROUP 3 : Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber-mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring-down, or sloping and stripping) ; Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling) ; Pumperete Nozzlemen; Sand Blasting (Dry) ; Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster GROUP 4: Asphalt Raker; Concrete Saw Operator (walls) ; Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying) -applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman-Dinky Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel GROUP 5 : Traffic Flaggers GROUP 6 : Fence Builders GROUP 7: Landscaping or Planting Laborers ------------ -------- -- -,___,__,__.._,_..,..____.___ LAD00335-019 06/01/2018 Rates Fringes Hod Carrier. . . . . . . . . . . . . . . . . . . . . . $ 31.72 11.49 WA180001 Modification 10 Federal Wage Determinations for Highway Construction _> is e, 32 LAB00348-003 06/01/2018 CHELAN, DOUGLAS (W OF 12TH MERIDIAN) , KITTITAS, AND YAKIMA COUNTIES Rates Fringes LABORER GROUP 1 . . . . . . . . . . . . . . . . . . . . .$ 22 .23 11.49 GROUP 2 . . . . . . . . . . . . . . . . . . . . .$ 25 .48 11.49 GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 27. 89 11.49 GROUP 4 . . . . . . . . . . . . . . . . . . . . .$ 28 .56 11.49 GROUP 5 . . . . . . . . . . . . . . . . . . . . .$ 29. 04 11.49 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $2 .25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc. , prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3 : General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs. ) ; Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred WA180001 Modification 10 Federal Wage Determinations for Highway Construction c. 33 material) ; Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator) ; Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Tiler; Stake Hopper; Toolroom Man (at job site) ; Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper-Paving; chipping Gun (over 30 Its. ) ; Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac) ; Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit',) ; High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) ; Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type) ; Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft) ; Spreader (concrete) ; Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagger shorer and cribber) ; Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) . -__ _..___.. _e,...._________,.----._.---"____,___......._____-_____...-_....._._._._._ PAIN0005-002 07/01/2017 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS. . . . .. . . . . . . . . . . . . . . .$ 29.50 15 .43 - ----- ---------....- _______,___._,_____,e..____....________.___..__....____._____.- PAIN0O05-004 03/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER. . . . . . . _ _ , ­ ­ 11 ­ ­$ 20 . 82 7.44 WA180001 Modification 10 Federal Wage Determinations for Highway Construction l 34 * PAIN0005-006 07/01/2018 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE) ; CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAK-MA COUNTIES Rates Fringes PAINTER Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting. . . . . . . . . . . .$ 30 .19 11 . 71 Over 30 ' /Swing Stage Work. .$ 22 .20 7 . 98 Brush, Roller, Striping, Steam-cleaning and Spray. . . .$ 22 .94 11 .61 Lead Abatement, Asbestos Abatement. . . . . . . . . . . . . . . . . . .$ 21.50 7 .98 - *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. PAIN0055-003 07/01/2018 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes PAINTER Brush & Roller. . . . . . . . . . . . . ..$ 23 .51 11. 94 High work - All work 60 ft. or higher. . . . . . . . . . . . . . ..$ 24.26 11. 94 Spray and Sandblasting. . . . . .$ 23 .51 11. 94 --__._-----..--_-...--------------__..-__-.,___-__._,._-___._,_-- PAIN0055 006 07/01/2018 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER. . . . . . . . . . . . . . . . . . . . .$ 35 .02 12 .06 WA180001 Modification 10 Federal Wage Determinations for Highway Construction i 35 PLAS0072-004 06/01/2018 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes CEMENT MASON/CONCRETE FINISHER ZONE I. . . . . . . . ... . . . . . . . . . . . . .$ 29. 07 14 .13 Zone Differential (Add to Zone 1 rate) ; Zone 2 - $2. 00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2 : Over 45 radius miles from the main post office ...._,....__. -----.-._.._--------._._.m__........__.. __._._ PLAS0528-001 06/01/2018 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes CEMENT MASON CEMENT MASON. . . . . . . . . . . . . . . . $ 42 . 63 17 .44 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE. . . . . . .$ 43 . 13 17.44 TROWLING MACHINE OPERATOR ON COMPOSITION. , , , , , .. . . . . „ „$ 43 . 13 17 .44 _..__._._____-_____.._._____.__________. __.___--___.-._..-..-..-._-__- PLAS0555-002 06/01/2017 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1 : Rates Fringes CEMENT MASON CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD„$ 32 .87 17.62 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD. . . . . . . . . . . . $ 32.87 17.62 CEMENT MASONS, . . . _ . . . . . . . . . $ 31.50 17.62 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS. . ,$ 32 .19 17.62 Zone Differential (Add To Zone 1 Rates) : Zone 2 - $0.65 Zone 3 - 1. 15 Zone 4 - 1.70 Zone 5 - 3 . 00 WA180001 Modification 10 Federal Wage Determinations for Highway Construction 36 BASE POINTS: BEN➢, CORVALLIS, EOCENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2 : More than 30 miles but less than 40 miles from the respective city hall. ZONE 3 : More than 40 miles but less than 50 miles from the respective city hall . ZONE 4: More than 50 miles but less than 60 miles from the respective city hall . ZONE 5: More than 80 miles from the respective city hall ------------..___._w______.____,__e,.._...._..__,___,r...._.._._..,_____.__._._-----,- TEAM0337-002 06/01/2018 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , SKP.MANIA, AND WAHKIAKUM COUNTIES Rates Fringes Truck drivers: ZONE 1 GROUP I_ . . . . . . . . . . . . . . . . .$ 28 .52 14 .62 GROUP 2— _ — . . . . . . . . — . . . .$ 26 .64 14 .62 GROUP 3- - . . . . . . . . . . . . —$ 28 .78 14 .62 GROUP 4 . . . .. . . . . . . . . . . . . . . . . $ 29. 05 14 .62 GROUP 5. . . . . . . . . . . . . . . . .. . . .$ 29.27 14 .62 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 29.45 14 .62 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 29.65 14 .62 Zone Differential (Add to Zone 1 Rates) : Zone 2 - $0. 65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2 .75 BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2 : More than 30 miles but less than 40 miles from the respective city hall. ZONE 3 : More than 40 miles but less than 50 miles from the respective city hall. ZONE 4 : More than 50 miles but less than 80 miles from the respective city hall. ZONE 5 : More than 80 miles from the respective city hall . WA180001 Modification 10 Federal Wage Determinations for Highway Construction 37 TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w/load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated) ; Concrete Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds. ; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site) ; Loader and/or Leverman on Concrete Dry Batch Plant (manually operated) ; Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3, 000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Fireman GROUP 2 : Boom Truck/Hydra-lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks/Articulated Dumps 6 cu to 10 cu. ; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver-Straddle Carrier (used in loading, unloading and transporting of materials on job site) ; Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks : over 5 cu. yds . and including 7 cu, yds. ; Vacuum Trucks; Water truck/Wagons (rated capacity) over 3, 000 to 5, 000 gallons GROUP 3 : Ammonia Nitrate Distributor Driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds . and including 30 cu. yds. includes Articulated Dump Trucks; Self-Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds. ; Truck Mechanic-Welder-Body Repairman; Utility and Clean-up Truck; Water Wagons (rated capacity) over 5, 000 to 10, 000 gallons GROUP 4 : Asphalt Burner; Dump Trucks, side, end and bottom cumps, including Semi-Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds. ; Water Wagon (rated capacity) over 10, 000 gallons to 15, 000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds . and including 60 cu, yds. includes Articulated Dump Trucks GROUP 6 : Bulk Cement Spreader w/o Auger; Dry Pre-Batch concrete Mix Trucks; Dump tmirks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds. , and includes Articulated Dump Trucks; Skid Truck WA180001 Modification 10 Federal Wage Determinations for Highway Construction 8 GROU2 7 : Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds. , includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) _..__ --- u..___ ___._______.w®_____...____. FAM) Ir 0 0I/0T! np l, Pn d4�a✓}l;. r.(.,f l:"1. {tv i.: Et r✓.�, . , r < i cIItt'. ',1'4, ittY,Y b i. .t f.G.;f i' , 00.1y7 NJAlLf A.N!3 ,,"I rt,r6711 Ge . . . .. . . . . . . . . . . . . :4:• °/U k, "o Uf, U1 3 . . . . . . . . . . . . . . . . . 4 ! , GfU . . . . . . . . . . . . . . . . ZONE B (25-45 miles from center of listed cities") : Add $ . 70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities*) : Add $1. 00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTR.ALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - "A-frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four-Wheeled power tractor with trailer and similar top-loaded equipment transporting material : Dump Trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $ .15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates) ; Lowhed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck-3, 000 gallons and over capacity WA180001 Modification 10 Federal Wage Determinations for Highway Construction 39 GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, "urnotrailer, Cat . D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four-wheeled power tractor with trailer and similar top-loaded equipment transporting material : Dump trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle) ; Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber-tired) (when used within Teamster jurisdiction) ; Vacuum truck; Water Wagon and Tank trucks-less than 3 , 000 gallons capacity; Winch Truck; wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle) ; Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2. 00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$ .25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit. " LEVEL A: +$ . 75 per hour - This level utilizes a fully- encapsulated suit with a self-contained breathing apparatus or a supplied air line. WA180001 Modification 10 Federal Wage Determinations for Highway Construction 140 TEAM0690-004 06/01/2018 ADAMS, ASOTIN, RENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Truck drivers: (AREA 1: SPOKANE ZONE CENTER: Adams, Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pen Oreille, Spokane, Stevens, and Whitman Counties AREA 1 : LEWISTON ZONE CENTER: Asotin, Columbia, and Garfield Counties AREA 2 : PASCO ZONE CENTER : Benton, Franklin, Walla Walla and Yakima Counties) AREA 1: GROUP I. . . . . . . . . . . . . . . . . . . .$ 24.32 17.30 GROUP 2 . . „ . . . . . . . . . . . . . . . . .$ 26.86 17.30 GROUP 3 . . . . . . . . . .. . . . . . . . . . .$ 26.97 17.30 GROUP 4. . .. .. . . . . . . . . . . . . . . . .$ 27.30 17.30 GROUP 5 . . . . . . . . . . . . . . . . . . . .$ 27 .41 17.30 GROUP 6. . . . . . . . .. . . . . . .. . . . . .$ 29 .57 17.30 GROUP 7. . .. . . . . . . .. . . . . .. . . . . . $ 28 .11 17.30 GROUP 8. . . . . . . . . . . . . . . . . . . .$ 28 .43 17 .30 AREA 2 : GROUP I. . .. . . . . . . .. . . . . . . . . . .$ 26 .32 17 .30 GROUP 2 _ _ . . . . . . . . . . . . . . $ 28 .86 17 . 30 GROUP 3 . . . . . . . . . . . . . . . . . . . .$ 28 .97 17 .30 GROUP 4 . . .. . . . . . . . . . . . . . . . . .$ 29.30 17 .30 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 29.41 17 .30 GROUP 6. .. . . . . . . . . . . . . .. . . . . .$ 29.57 17.30 GROUP 7. . . . . . . . . . . . . .. . . . . . .$ 28 .05 17 .30 GROUP 6. . .. . . . . . .. . . . . . . . . . . . $ 30 .43 17 .30 Zone Differential (Add to Zone 1 rate: Zone 1 + $2 . 00) BASE POINTS: Spokane, Pasco, Lewiston Zone 1 : 0-45 radius miles from the main post office. Zone 2 : Outside 45 radius miles from the main post office TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2 : Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under) ; Leverperson (loading trucks at bunkers) ; Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber-tired, pulling trailer or similar equipment) WA180001 Modification 10 Federal Wage Determinations for Highway Construction 41 GROUP 3 : Auto Crane (2000 lbs . capacity) ; Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds . & under) ; Flat Bed Truck with Hydraullic System; Fork Lift (3001-16, 000 lbs. ) ; Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar) ; Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds. ) ; Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds. ) ; Warehouseperson (to include shipping & receiving) ; Wrecker & Tow Truck GROUP 4 : A-Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds. ) ; Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0-8, 000 gallons) GROUP 5 : Dumptor (over 6 yds. ) ; Lowboy (50 tons & under) ; Self- loading Roll Off; Semi-Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds. ) ; Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds. ) ; Truck-Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton) ; vacuum Truck (super sucker, guzzler, etc. ) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16, 000 lbs. ) ; Dumps (Semi-end) ; Mechanic (Field) ; Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds. ) ; Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds . ) ; Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel-power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8, 001- 14, 000 gallons) ; Lowboy(over 50 tons) GROUP 7 : Oil Distributor Driver; Stringer Truck (cable ceprated trailer) ; Transit Mixers & Trucks Hauling Concrete (over 20 yds. ) ; Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds. ) ; Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons) ; GROUP 8 : Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds. ) ; Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows : LEVEL C-D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. WA180001 Modification 10 Federal Wage Determinations for Highway Construction o g e 42 LEVEL A-B; - $1 .00 PER HOUR (Uses supplied air is conjunction with a chemical spash suit or fully encapsulated suit with a self-contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four (4) and eight (B) hours. NOTE: Trucks Pulling Equipment Trailers: shall receive $ .15/hour over applicable truck rate WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental . Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the ➢avis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5 .5 (a) (1) (ii) ) . WA180001 Modification 10 Federal Wage Determinations for Highway Construction Va ( 43 The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type (s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local) , a survey rate (weighted average rate) or a union average rate (weighted union average rate) . Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than 'SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0199-005 07/01/2014 . PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e. , Plumbers Local 0198 . The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014 . Union prevailing wage rates are updated to reflect a-1 rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. WA180001 Modification 10 Federal Wage Determinations for Highway Construction 44 Union Average Rate Identifiers Classifications) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 1000 of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014 . UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 06/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1. ) Has there been an initial decision in the matter? This can be: * an existing published wage determination • a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2 . ) and 3 . ) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2 . ) If the answer to the question in 1 . ) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1 .9 and 29 CFR Part 7) . Write to: WA180001 Modification 10 Federal Wage Determinations for Highway Construction 45 Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc. ) that the requestor considers relevant to the issue. 3 . ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4. ) All decisions by the Administrative Review Board are final. ------------------- END OF GENERAL DECISION WA180001 Modification 10 Federal Wage Determinations for Highway Construction M111� NN R WW M ' a u I. u u �ry I .. Ilm wl�x "" n � � uw I��Iw v,u�� I NI � I ,d�" I q III p � �m � @10 � . � I II � � .x IR ��Jq "'� .. Iw ^ I�� ��, � �mI fan aw ,� � ^; uu � 19k� u.0 ��a'��i � �� ,�� � �b q, a�� , � W �,�..� ew :: I ;::m i. uc .. m aid e. n g w, mt w M.: " ��� 5 ^ wi �r � � IPo k W � R � R u � �d' r"' R m� w� d � .u, NY ""QI A V x W � a ��i a ®;y �I�. . w � ai �. � ,�Im �I"�,�Mlx p r � M & v e" �6Y .. 0 M. Y" IA'" � �� 0W � W,d ^ W W m ury PJ .P 'i"'not � � ler .I. P a, m _mr �r my � m aw Jm am a nw i w as � .� m "mo iw I� vu aw �, au ��, '� ap uu mr � � ' mu x � �t � —'.0 n. aw nro ' � � w am uro ° u:� to ve ar i I an � nu a aw �mo a alu a'h�, —,�� „w m a as aw .. � Iro i are w Iw as Jm �.. m �" m ..n rc .. M -�p�ry� d�M NYC s i� ... ..... :. uru nn...0 m a .� ao N v lU<am. s w alw am ° �Im � as " �a Dlu r� � ... , ', �o, � w mY: Jp & nr � Illlu"e . .. dA M mllw� xwr ' � II .n ud� I j �" � uu w�b iro w � I IVW �.m®„ Flu �„ � Iwo. urr 1r '� "mI �- � .� ar 4 UP J G w �0 "'Jp ' Y � II' I�. �� �.}_ y ��. 10.B �u KENT DATE: January 15, 2019 TO: Kent City Council SUBJECT: Kent Valley Signal System Upgrade Bid - Award ........ _------ .. MOTION: Award the Kent Valley Signal System Upgrade project to Northeast Electrical, LLC, in the amount of $802,869.00 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: The Kent Valley Signal System Upgrade Project will improve the traffic signal system in the north Kent industrial valley. The project includes 5 new traffic signal cabinets, new controllers at 20 intersections, flashing yellow arrows at 14 intersections and 5 traffic cameras. Copper interconnect will also be replaced with fiber optic interconnect in a portion of the valley. The bid opening for the Kent Valley Signal System Upgrade Project was held on December 12, 2018, with five bids received - all were responsive. The lowest responsible and responsive bid was submitted by Northeast Electric, LLC., in the amount of $802,869.00. Bid Tab Summary 01. Northeast Electric, LLC $802,869.00 02. TITAN Earthwork LLC $840,540.00 03. West Coast Signal Inc. $842,513.80 04. Transportation Systems Inc. $855,773.00 05. Totem Electric of Tacoma, Inc. $911,509.00 BUDGET IMPACT: The City has received funds from the Highway Safety Improvement Program Grant administered by the Washington State Department of Transportation in the amount of up to $782,237. The remaining funds have been budgeted within the capital budget. SUPPORTS STRATEGIC PLAN GOAL: Thriving City, Evolving Infrastructure, Innovative Government, Sustainable Services ATTACHMENTS: 1. Kent Valley Signal System Upgrade Bid Tab (PDF) Packet Pg. 565