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Home My WebLink AboutReel_0068C Lie., APPLY-l"61 RU. . e APPLY-A-L1NE, INC. 106 Frontage Road North Pacific, WA 98047 206.735.3232 Septem ber 11, 1989 Jefferson County Department of Public Ivorks POBox 1220 Port Townsend, W A 98368 S E? 1 :~ lS89 Attention: Karen Bailey RE: 1989 Pavement Markings - M. T. D. 808 Dear Karen, \1e are writing to request that the completion t.lme for the above mentioned project be extended to the date of October 15, 1989. Our request is based on the chip seallng project ~Ihich is holding UP our painting operation. We appreciate your assistance in this matter. ML ;jrw - ~ ~ '0 o ORIGINAL W ASIlINGTON STATE DEPARTMENT OF TRANSPORTATION CHANGE ORDER 01 1 .04.4 (,111trl1d Nu, :" Apply A Line, Inc. 106 Frontage Rd. No. Pacific, WA98047 ;7-:SI-'8'7 1),,'(1 SijJn ~<:>...IQ FvdllJol /i.,jj No:> P,...j(>(l '!"1I1t' PavemenfMarkir19 1989 Au/,rn".y-;,.-ja,"t /Jute . ,. . .' DESCRIPTION OF WORK You are ordered 10 'perform the following described work upon receipt of on approved copy of Amenclme';.ts to the standard specifications 8-22.3 (4) Beading -- on page 11 of contract. The sp.cond sentence shall be changed to read; The application rate of beading on painted surfaces shall be 4 pounds of beads per gallon of paint. Commencin9 on July 20, 1989. (~:,) ~~ .... " lJ ~--< if ~ '-""" I;~, Ii Il ~ '.=,;'tC,j ~f~~ !.UG ~ I!J J€- . ,) 7989 P f'FL;Ft<:> UBl./c ,":OiV C ''IOAi(~fDUN,'y . EP7: ,. All work, material. and meosuremenllo be in accordance with the provisions of the Standard Specifications and Special Provisions fOf the type of con 51 rue. lion Involved. DISTRICT APPROVAL' REQUIRED HEADQUARTERS APPROVAL REQUIRED ORIGINAL CONTRACT > AMOUNT CURRENT CONTRACT AMOUNT $ 77 ,533. 90 ESTIMATED NET CHANGE THIS ORDER $ 77,533.90 (1,838.86) DISTRICT USE APPROVAL RECOMMENDED ...<J~~~~_ J3#{t!J- HEADQUARTER'S USE APPROVED: /4t;.~ o APPROVAL RECOMMENDED APPROVED DISTRICT ADMINISTRATOR Dcle: . , ."..d;..' ~ Moo.. "".1..." 'o.mt, hl( .. I e t.fjji" .... \:;~-~~ WASI-IINGTON STATE DEPARTMENT OF TRANSPORTATION CHANGE ORDER ESTIMATE 5'1'1). ITEM NO. UNIT MEASURE UNIT PRICE ESTlM^TI~D QUANTITY CHANG I! OESCIUI'TION stripe (Beads per c ange ea from 61bs t 41bs (new unit price) 0 249,42 .017 .0168 lin.ft.per 1in. f per 1 in. ft. 322,87 .041 .0399 1in. ft. 1 i n. ft. 4,174 .06 .0582 1in. ft. 1 in. ft. 522,56 .06 .0582 1in. ft. 1 in. ft. 344 .087 .0789 1 in. ft. 1in. ft. 536,60 .036 .0351 1 in. ft. 1 in. ft. skip center stripe with no pas Painted Bn gore stripe doub1 e yellow center stdpe barrier stripe edge stripe ~~~ . :::' ,;t;~ " f/... ..",./ n.:> ,,' v;.-~ ~, f.. "U~ /-'--. -J ~ 0.. "0' ,~ i,9 'I.::.' ,; 0/;. 09 ,~t... ,"'\. ;.' -.. -'09 ,_c () - .s' }IIVh V~^'J. '''')' 5p.',dil.1 tIil Moo'~' :utl..... 'o.ml, "'IC1 I Chango Orde, Number 01 1:5T1MATEJ) AMOUNT CIIANGE . $49.88 $355.13 $7.51 $2.78 . \" . -.., . CONTRACT JEFFERSON COUNTY. WASHINGTON THIS AGREEMENT. made and entered into this :::\" fL~ 3d day of-:::;r;(, OJ' . , 19..2:1 --> between the COUNTY OF JEFFERSON, acting through the j\'fferson County C~issioners and the Director of Public Works under and by virtue of Title 36, RCW, as amended and Apply A l;nA~fr(' ot P::.rif';(". W::. hereinafter called the Contractor, WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I, The Contractor agrees to furnish all materials and do certain work. to wit: That the said Contractor herein will undertake and complete the following described work: P;:avpmpnt M::Ir-ldng~. +ypp? 1::'"10 m::lV'kpY'c:. ::Inn rpmnv::.l nf' v;:aY'inllc:. p::.vpmpnt m::lrldngc:. ....nllnty wi rip. , , in accordance with and as described in the attached plans and specifications and the Standard Specifications of the Washington Department of Transportation, which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or addition to the work provided under this contract and every part thereof. The Contractor shall provide and be at the expense of all equipment, work and lubor of an~ sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the County of Jefferson. II. The County of Jefferson 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 furnish the same according to the attached plans and specifications and the terms and conditions herein contained, and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. The County further agrees to employ the Contractor to perform any alterations in or additions to the work prOVided for. in this contract that may be ordered and to pay for the same under the terms of this contract and the attached plans and specifications. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV, It is further provided that no liability shall attach to the County by reason of entering into this contract. except as expressly prOVided herein, IN WITNESS WHEREOF, the Contractor has executed this instrument on the day and year first below written, and the Board of County Commissioners has caused this instrument to be executed by and in the name of said County of Jefferson the day and year first above written. Executed by the contracto~~~ ,19 f7 Apply A Line. Inc. contJ:!UlJ;()}' . .. . ",I /: ,.) " By /1"/4,1"'_- '7- ~~"-'I: I{u.--(i:;f Surety .> . .......... ..- .. ..- B (1~.. ... ;soh" (, wic.ls ::::::e OF JEFFERSON .::tt3D~b 809 K BOARD OF COMMISSIONERS ~JJ~~~ ~e ~~~. ' ~.(:.lJo'~...u.(' ~$~ embe Approved_9a to form thh ~ay 0 19 Foregoing Contract Approved cnd Ratified .3UKQ :1.:). .19~ ~Lcf7 Pr 'Q) r",' Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFfICE, aAl.T1MORE. MO KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY ~ND DEPOSIT COMP~NY OF MARYLAND. a ""rporadon of the StaU ol Maryland. by C. M. PECOT. JR. . Vice-pre.ident.and C. W. ROBBINS . . A..i>tant Seeretal')'. in punu",,"" of authority granted by Article VI. Sectinn 2, 01 tho By-Law' of ..id Company. which ere lOt forth on tho rev..... .ide heroOl and are hereby c.rtUied to.1><: in lull lor"'; end .f1ect on the date herenl. does hereby nomiDate. conolitute end appoint Richard W. Recob. Rob~rp D. Di~l?ol t. John G. Wicks and Tim Larson. all of Bellevue, Washington, EACH...;.';:.,:~...... ;................ e an agent Att<>rI1ey-in-Foct. to m~;~OCute. ..~ ..,.!:deliver,lor. end on i.. behall.. .ureI)'. end .. i.. act and deed: any and all bonds and undertakh~.g~.:..... ,)';.'.'.{...... .. ,.............., .,. ., . .xecunon of .uch bonda or undertalrfuii. in pur.ua~c~"~i theoe preoeD", ahan be at binding upon said Company. a. fully and IllDply. to aU inten.. and purpooea. ..;J they had ~.n duly executed and acknowledged by th< regularly elected ollicen 01 the Company at iu office in B.ltimore'; ,~., in their,,~~' proper per80na. ::r:~?' '~'.' ('~'::':<', ' The said AaoillUlDt Seeretal')' doe' hereby certily,ih."the extract oe.lorth on th. rev..... .ide h.reof i. a lrUe copy 01 Articl. VI. S.[~oW;TN~~.JJiR;~F~1 ~t.::V'i~/;e:!dt.~::.i :":.'::'; Secr.tal')' have her.unto aubocribed their nlllDeo and affixed the Corpora" Seal 01 the uid F'IDELITY ~Nri:.PEPOSIT COMPANY OF MARYLAND. thi. 24 th day 01 November . A.D. 1~ B ?:,<~~.~.:')'" ,n=. ___~if'~H:-=':~~-- A,.i.,dl SeueW)' }'Jce.PreIJJdenf ST,\TE OF MAIU'LAJ"lD CITY oF B/.Ln~ORE I"" 1 On thi> 24th day of November . A.D, 1987. before the .ubocriber. a Notary Publie of the 5..... of Maryland. in and for the City 01 Baltimore. duly eommi..ioned and qualilied. came the above-named Vice-Preaident and Aaoiatant ( Secretary of the FIDELITY "ND DEPOSIT COMPANY OF MARYLAND. to me penonaUy known to be the individual> and ollicen ....... . ... ... ........ ~ ....." ~_., ... "" ..... ............. w _.. . w _, d' .... '" , . m. duly .wom. ..vcrally ~nd each lor himoeU depooeth and ..ith. that lbey are the aald oIfi..ra of the Company alore..id, and lbat the ..al aflixed to the preceding inalrUmen' i. lbe Corpora.. Seal 01 .aid Company. and that the ..id Corporate Seal and their aignalur<8 .. auch ollicers were duly affw:d and .ubocribed to the aaid in.trUlDent by lbe authority and direction oIlbe uid Corporation. ye~ ;~::,s:,::~~:::~REDF. 1 have hereun.o..t my hand and aflixed m~Y OIlicial Sea~I' at '/ '~Ol Baltim~ore. the day and j~ ):Jf~ J \}".:;;;di Notal')' ublio Co I.. n Espireo Julv I ~ 1990 = ~II'\"<': CERTIFIC~TE 1. the underalgned. A..i..ant Secretary 01 the FIDELITY AND DEPOSIT COMP~NY OF MARYLAND. do bereby certify that the original power 01 Attomey of which the foregoing ia a full. lrUe and correct copy. la in fulllorce and elfect on the da.. of thia certificate; and I do further certUy that the Vi<e-Pre.ident who executed the ..id power 01 Attomey waa one 01 the additional Vice- Preaiden.. .pecially authorized by the Board of Directora to appoint any Attomey-in-Fact at provided in Article VI. Section 2. 01 the By-Law' 01 the FIDELITY ~ND DEPOSIT COMPANY OF MARYLAND. Thi. Certilicate may be .igned by lacsimil. und.r and by authority of the lollowing reoolulion of the Board of Directon of the FIDELITY AND DEPOSIT COMPANY OF M~RYLAND at a meeting duly called aPll held 00 th. 16th day of July. 1969. RESOLVED: "That thelacaimile or mechanically reprodueerf .lgnature 01 any A..i.tant Secrotal')' of tho Company, whether made heretolore or herealter. wherever appearing upon a certilied copy of any power 01 atlOmey iuued by the Company. ahall be valid and binding upon the Company wilb the .ame loree and elleet aa though manuaUy affixed." IN TESTIMONY WflEIlEOF. I have hereunto.uh8cribe' EXTRACT FROM BY.LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND U Article VI, Section 2. The ChairmaD of the Baud, or the Pre.ldent, or aoy Executive Vice-Pre.ldeol, or any of the Senior Vice. Prealdenta or VJce.Preaidenteapec1alJy authorized eo to do by the Board of Directors or by the Executive Committee, .hall have power, by and with the concurrence 01 the Secretary or any ODe of the Anisiant Secretariel, to appoint Heaideol Vice-Pre.idenll. ABsiat4lntV.ice-Presidente and Attorneys-in-Fact 8' the busmess of the Company msy require,or to authorize any penon or penon. to execute on behaH of the Company any bonds, undertaking., recognizances, stipulation., policie., contractI, agreementa, deed., and releasee and asaignmenta 01 judgemeou, decrees, mortgages and mstrumenta in the Delme of mortgage.,.. .and to aHix the seal of the Company thereto;" L1428a <d."'l. ~ . " " ,!' , CONTRACT BOND JEFFERSON COUNTY, WASHINGTON KNOW ALL MEN BY THESE PRESENTS: That ApplY A Line. Inc. Pacific, Wa. .J of -' as principal. and as Surety, are jointly and severallY held and bound unto the COUNTY OF JEFFERSON, 'the penal sum of Seventv-seven tholJsand fivp hllnrlrprl thi rty_thrPD on/1 no Dollars ($ 77 5~3 on ), for the payment of which we jointly and severally bind ourselves, our heirs, executors, administrators. and assigns. and successors and assigns. firmly by these presents. The condition of this bond is such that WHEREAS, on the ---- day of J A.D., 19~ the said Apply A Line. Inc. J principal herein, executed a certain contract with the County of Jefferson, by the terms, conditions and provisions of which contract the said Apply A 1 in" Tn~ , principal herein, agrees to furnish all materials and do certain work, to-wit: That the said principal herein will undertake and complete the following described work: Tn<t~11 v."inus pavement markin s count wide pavement markin sin selected ~n Jefferson County, Washington, as per maps. plans and specifications made a part of said contract, which contract as so executed. is hereunto attached. and is noW referred to and by this reference is incorporated herein and made a part hereof as fully for all purposes as if here set forth at length. NOW. THEREFORE. if the Principal herein shall faithfUlly and truly observe and comply with the terms, conditions and provisions of said contract in all respects and shall well and truly and fully do and perform all matters and things by the said Principal undertaken to be performed under said contract. upon the terms proposed therein. and within the time prescribed therein, and until the same is accepted. and shall pay all laborers, mechanics. subcontractors and materialmen. and all persons who shall SUpply such contractor or subcontractor with provisions and supplies for the carrying on of such work. and shall in all respects faithfullY perform said contract according to law. then this obligation to be void, otherwise to remain in full force and effect. WITNESS our hands this ~~~A 19~ day of .'TI,,,L ~~ d Q~n,,:-lrn 1I~ M"""'.....d SURET CO PANY App'Y n l ipg lR~ PRrNCIPAL . By: 'Jl/tl'f~~'- 2-~~/J BY:.~ ' II ;/It(f',....tf1,,.1- By: _ ;J Y,--,- ~~~~~ttorn in-Pact ....0.'" .. '0 ...,OM ".. zv,~ .' -. daY~Of.l .Jb~~A~A' , 19,.2Z:, Address ot local oftice and /1 agent ot surety company:_______ ';~-A ~ Pro e tin or Phone No. ....... - Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND ....OME OFfICE. BAlTIMORE. Me KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporatioo 01 the Sta!"ofJ\!ary!""d. ~y C. M. PECOT. JR. ,Vice.Preeideot, and C. W. ROBBINS ' , AUlIitant Secretary, m punUuDce of authority granted by Article VI, Section 2, of the By-Law. of..id Company, which are ael forth ,on the revene. aide h~reof and are hereby certified ~_..~ in full forae and effect 00 the date bereof. d~ hereby nominate, cooatitule and appomt RIchard W. Recob, R~?_~,1",~" D. Di~:~~lt, John G. Wicks and Tim Larson all of Bellevue, Washington, EACH.~.~'<',~~.........~:,.,.~.............. ' 111 true and lawful agent and Attorney-in-Fact, to m~:;':~ecute. se~ ~deliver. for, and on ita behalluauret)'. and AI iLl act and deed: any and all bonds and undertak~;€~~,'?:... ._,.(~',/.?~<....."..."...."....."....... ADd Ute execution of IUch bondl or undertaklDgi,' in puraua'~'~',:c;i theae pre.senu, MUIJJ be ti bindin, upon Mid Company, A' tully and amply, to all intents and purpoleB",aa, if they had J:~ee~' duly executed and acknowledged by the regularly elected oUicen of the Company at ita office in Baltirno~~;:',,~d:, in their,~o~ proper penODS. ,J~::~'~'.':',~" <i,:,:'\": The said Assistant Secretary dpe":h~by certi!y:~~i~'the extraclset forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By-Laws of ~idCompany, and,'u,now in force. IN WITNESS WHEREOF, the ,Mid Vice-P.resident and Assi8tant Secretary have hereunto subscribed their names and affixed the Corpora'" Seel of the said F'IDELITY AND PEPOSIT COMPANY OF MARYLAND. thie 24 th day 01 November' , A.D. 19J!Z.:'/<:,::_:',/ e. --". FIDE.LlTY AND DEPOSIT COMPANY OF MARYLAND J A'ITEST: ~} C &jN-:; () (J , ~k. t>- . ~ ...:::::::......_..;:;,..'"~....~:s:~.~.............. 8y.............._..._........ ..~_._.._.........._ A.all~r Secrerary Vlce-Pl-eIJdent STA.TE OF MARYL4ND CITY OF BALTIMORE I SS, \ On this 24th day of November , A.D. 1987 ,before the subscriber, a Notary Public of the State of Maryland, in and for the City of Baltimore, duly commi8lioned and qualified, came the above-named Vice-President and Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me penonally known to be the individuals and officers described in and who executed the preceding insln1ment, and they each acknowledged the execution of the same, and being by me duly sworn, severally ~nd each for himeeU depoeeth and saith, that they are the said officers of lhe Company aforesaid, and that the Beal affixed to the preceding insln1ment is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures 88 such officers were duly affiXed and subscribed to the said instrument by the authority an4 direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my.hand and affixed my Official Seal, at the City of Baltimore, the day and year first above written. ~~/ { '--"'PI' > ~~. ~.~~~ j~~..." Notary ublicCo i88 nExpiree Julv I. 1990 CERTIFICATE I, the undersigned, A88ist8nt Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the loregoing is a lull, tnle and correct copy, is in full force and eflect on the date of this certificate; and I do further certify that the Vice-Presidenl who executed the said Power of Attorney was one of the additional Vice- Presidents specially authorized by the Board of DirectoR to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By.Lawe 01 the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Certificate may be signed by facsimile under and by authority of the following re80lution of the Board of Directon of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a' a meeting duly called and held 00 the 16th day 01 July, 1969, RESOLVED: uThat the facsimile or mechanically reproduced signature of any Auistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certilied copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect a. though manually affixed." IN TESTIMONY WHEREO.'. I have hereunto 8ubscribed my name and affixed theoorporate eeal 01 the said Company, this 22nd d~::'- T"M .19~. c~ -r.-~~ Aui.tAnr ~Wy T""" . .- ; 8 ',J ~ ~~ . , " NOTICE TO CONTRACTORS CALL FOR BIDS PAVEMENT MARKING 1989, M.T.O. SOB Notice is hereby given that the Board of County Commissioners of- Jefferson County, State of Washington, will' receive sealed bids up until the hour of _JDJ:;a~'1'!J-,--_' I~onday. June 12, 19B9 at the officE' of the County Commi 55; oners. Courthouse ~ Port Townsend. Washington, 983 Be. and wi 11 be then and there opened and read publicly for striping various county roeds and other work as described in the contract documents. Majo~ items of wo~k will be: 1,631,467 Lin. Ft. Painted Stripe 344 Lin_ Ft. 1B" Painted Sa~~ie~ St~ipe 20.0 Hun. Type II Lane Ma~ke~s ',455 Lin. Ft. Thermoplastic Pavement Markings 4.174 Lin. Ft. Painted B" Go~e Stripe Each Plastic Traffic A~~ows Bids shall be submitted in accordance with the plans and specifications on fne at the office of the Director of Public Wo~ks. Cou~thouse, Port Townsend. Washington, where copies may be obtained by depositing $25.00. The deposit will be refunded if the plans and specifications a~e returned in good condition within 10 days of bid opening_ Each bid shall be accompanied by a surety bond. postal money orde~. cash. cash"'iers' checl" or cer-tified check payable to the l.reasur>er> of Jefferson County in the sum of 5% of the bid amount, to be forfeited toJeffe~son County by the successfu1 bidder if he fails to enter into a contract and file an,'acceptable sur-ety bond in the amount of 100% of the contract price within ten (10) days of the award. The board of Coun'tY Commissioners reserves the right to reject any and a11 bias. and to accept the bid deemed most 'advantageous to Jefferson County and towa;ve a'1 informalities in the bidding. Dated this ~~ day of ____~-~_---_. 1989 _ BOARD OF JEFFERSON COUNTY COM~JSSJONERS d~-:C.._.tl.,.L3-~~-------- Seor~C. Brown. Cl,airman o '-, o ~ ~ PRO P 0 S. A L TO THE BOARD OF JEFF~RSON COUNTY COMMISSIONERS JEFFERSON COUNTY COURTHOUSE 1820 JEFF~RSON STREET PORT TOWNSEND, WA. 98365 THIS CERTIFIES THAT THE UNDERSIGNED HAS EXA~INED THE LOCATION OF THE VARIOUS ROADS IN JEFFERSON COUNTY TO R~CEIVE THE PAVEMENT MARKINGS. AND THAT THE. PLANS. SPECIFICATIONS AND CONTRACT GOVERNING THE WORK EMBRACED IN HilS IMPROVEMENT, AND THE METHOD BY WHICH PAYMENT WILL BE MADE FOR SAID WORK IS UNDERSTOOD. THE UNDERSIGNED HERE8Y PROPOSES TO UNDERTAKE AND COMPLETE THE WORK EMBRACED IN THIS IMPROVEMENT. OR AS MUCH THEREOF AS CAN BE COMPLETED WITH THE MONEY AVAILABLE IN ACCORDANCE WITH THE SAID PLANS. SPECIFICATIDNS AND CONTRACT, ANO THE FOLLOWING SCHEDULE OF RATES AND PR1CES. (NOTE. UNIT PRICES FOR ALL ITEMS. ALL EXTENSIONS. AND TOTAL AMOUNT OF BID SHALL BE SHOWN, .ALL ENTRIES MJST BE TYPED OR ENT~RED IN INK. ) TiTEMT----PLAN----T----------iTEM-------------T-PRicE-PER-uNITTTOTAL-AMOUNTT 1 NO.1 QUANTITY 1 DESCIUPTlON I DOLLARS * I DOLLARS I 1----1------------1---------------------------1---------------I------------J I I J . /AT . I I I 1 1 249.427 1 SKIP CENTER STRIP~ 1 .al7l 1:1'10.:1) I I I LIN. FT. 1 !PER UN. FT. I ' . I 1----1------------1---------------------------1---------------I------------J I / 1 !AT 1 ! 1 2 I 322.872 I SKIP CENTER STRIPE I .aill __ I I I UN. FT. 1 WITH NO PASS !PER UN. FT. 1 /3. J.37.7~ ~, 1----1------------1---------------------------1---------------I-----------~ I I I (AT 1 I 1 3 I 4,174 1 PAINTED 8" GORE STRI PE I ,0(, I .;25,V,Yf/.. 1 I I LIN. FT. I !PER LIN. FT., ./ I 1----1------------1---------------------------1---------------I------------~ I! 1 IAT 1 ! 1 ~ I 522,562 I DOUBLE YELLOW CENTER I ,(1~ I ~ 7"' 1 I I UN.FT. 1 STRIPE 'PER UN.FT. 1 ,::/(35""3. -<. 1 1----1---------___1___________________________1_______--------I------------J/ I 5: 344 I PAINTED BARRIER STRIPE jAT.. ,0tll 029./2..1 I I UN.FT. I IPER LIN.FT. I 1 1----1------------1---------------------------1---------------1------------1 *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DEClMAL) IN THE PR:CE PER UNIT COLUM~ SHALL BE INTERPRETED AS CENTS, - " Q.,- w "'! -. .' TITEMT----PLAN----T----------ITEM-------------T-PRIcE-PER-uNITTToTAL-AMouNTT I NO.! QUANTITY 1 DESCRIPTlON 1 -.. DOLLARS * 1 DOLLARS I 1--~-!------------!-----------------------7---1-~-------------I-----------~ I I 536.606 I . IAT ' . 1 1 I 6 I LIN. FT. I PAINTED EDGE STRIPE I . .0.3(0 1 103" "':2 ! I I I I PER 1 '; I". I I~---I------------I---------------------------I---------------I-----------~ I I I IAT 1 I I 7 ! B7S ! PLASTIC STOP BARS I .;;."01 ;?.:l7s.oo I ! ! LIN. FT. I IPER I I , I----I------------!---------------------------I---------------I------------J/ . I I I IAT I 1 i S I 20.0 j TYPE II LANE I",ARKERS f ;:2 C:.:<. 00 I 5';; 7'cJ, d(l I I ! I-fUN. I ! PER I' 1 1----1------------1---------------------------1---------------1------------)/ I I I IAT I 1 I s 1 4 EA. ! PLASTIC TRAFFIC ARROWS 1 I'Koo 1 /7(.,00 I I 1 I IPER I 1 I----!----~-------I---------------------------I---------------I-----------~ ! I. 1 . , fAT . I 1 1 10 I 9 SQ. YD. I REMOVE PLASTIC 1RAFFIC 1 /d._OO 1 /c-'f:oCJ 1 I I I Mil.RKINGS IPER I .' I I--~-I------------I---------------------------I---------------1------------)/ I. I I IAT I. I 111 I see I PLASTIC CROSS WALKS 1 ';},;lj I /3oS;oO I I. I LIN. FT.. 1 IPER I. I 1----1------------1-----------------1---------1---------------1------------)./ I CONTRACT TOTAL $ 77. S33.?o ! !-----------------------------y--------I KB / {r/1.-'i''1 -- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. 2 - - o " G) . ~ .' NON-COLLUSION AFFIDAVIT': . STATE Of WASHINGTON ) ) s~ COUNTY OF ~1J=-----) the undersigned, an authorized representetive of X'r~-/L L"r'~,. beir'Q duly sworn. deposes says'. F\-e;-:e-the perscn(s), firm, essoc;etion. or corporation hes (h6ve) not, either directly or indirectly, entered into eny egreement. p~rticipated in any collusion, or other~iEe taken any action in restraint of free competitive bidding in connection with the project for which this proposel is submitted. ~~!her ~cknowledae that bv siQninQ thecroposal s;Qneture DeQe of theDropos~'. 1 ern deemed to hevesipned end heve eQreed to,the 'p~.~gf the ncnccl'usion affidavit. '" Ifnotar;zation of proposal takes place outside of Washington State, C~bF~.StlL~~9~. end enter eppropriete Stete_ "'''' Fill in county where noterizetion of proposel signeture tekes plece. "'~.Fill in firm neme. 4 ~, - o " o , , .' CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF STATUTORY RETAINED PERCENTAGE A. 1 hereby elect to have the retained percentage of this contract held in a fund by the Owner until (30) days following finalecceptence of the work. Date______~~--~-LZ1t-----------Signed-~~;t-~:--~- B~ 1 hereby elect to have the Owner deposit the retlJi!ledpercentl;.l~}t:' of this con'trect in 6n interest bearing eccoun't. not subject to withdrewel until after final acceptance of the work. Date______________________________Signed_______________________ c~ 1 hereby Ele.ct to have the Owner invest thereteined percentegeof this contract from time to time as such retained percentage accrues. 1 he,..~by designate_~_____~__~___________________________~_________as th~repository for the escrow of said funds. 1 hereby further agree to be fully responsible for peyment of ell costs or fees incurred es e result of placing said retained percentage in escrow end investing it es euthorized by statute. The Owner shell not be lieble in any way for eny costs or fees in connection therewith. Date_____~________________________Signed____________________________ 3 o " o .' PROPOSAL - CONTINUED The bidder is hereby advised th~t by sign~ture. of this proposal he/she is deemed to h~ve ~cknowledged ~ll requirements.~nd. signed ~'l certific6tes cont~ined herein. The undersigned hereby ~grees to p~y labor not less th~n the prev~iling rates of w~Qe5 in eccord~nce with the requirements of the specie' provisions for this project. A proposal guaranty in an ~mount of five percent (5%) of the total bid. based upon the epproximBte estimete of Quentities et the ebove prices end in the form ~s indicated below, is ~tt~ched hereto. CASH IN THE AMOUNT OF CASHIER'S CHECK DOLLARS CERn FI EO CHECK ~BON~ ($ ) PAYABLE TO THE COUNTY TREASURER IN THE AMOUNT OF 5% OF THE SID .-Receipt is hereby acknowledged of addendum(s) no,(s)~~.____, Signed and sworn to (or affirmed) fr; 9?rM.U ltCJ~L~ . NOTARY. PUBLIC \) My appointment expires J,:),,~/.CjI SIGNATURE OF AUTHORIZED OFFICIAL(S) . "/://7, o-<-~ -:T~-P t?~o-f - FIRM NAME Q;1:!7-',/c Q. OZ/;,u ..:t:7te- (ADDRESS) /CiC, ,.y"",t..'J~. I!fxcJ- nc-/-h'c, .?M 7roY'7 before me on .Ju."'-t _ 8'j 198'<) Date (Se~l or Stamp) Note: (1) This propos~l is not tr~nsfer~ble and any alter~tion of firm9s n&me entered hereon witnout prior permission from the County Commissioners will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to section 1-02.b of the stand~rd specifications. re: "Prep8,.,et1on of ProPo$l!I1." or "Artic'e 4" of the Instructions to Bidders of building construction Jobs. 5 - . , "0' \t~' Fidelity and Deposit Company OF MARYLAND o Boud :-0:0. " HOfllE OFFICE BALTlftI0RE. MD. 2120J BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, u........u.u~.~.~.:.~..:...~.u-:...~.~.~~.~...~.~.~.:..............w.......u.....,..u...u.....m........uu...u..........uw.........uu.u'u........m, ........................................................................................................................................................u.....................n.................. ................................................................no...m....................., as PrincipaJ, {hereinafter called the I.Principal"), and the FJDELlTr A:\'D DEI'OSIT COMPANY OF ,MARYLAND, of Baltimore. Maryland, a corporation duty organized under the laws of the State of Maryland, as Surety, (hereinafter called the "Surety"), are held and firmly bound unto.............n.u:!.~.~.~~:..~.?~n.~~.~!'?-.~.Y............................................u.................................................-................................... .................................................................................................................................................................................................. uum.......m...uu.............u..u.................u..............u.......u..............u...u...u.as Obligee, (hereinafter called the "Obligee"), in the sum of...!..~.~;..X;.E!7.~.~.~...~Xu.'!.:?~.~.~...~.~.9...~~:?~~.~uum.................u...u.....u,......Dollar. ($.::-:::::::.~!c.::::::::'..), (or the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns1 jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid lor.....__..........mu..........u...___..uu.mu.m..............u.m..m....umuU'. .m'......___...m........J.2f!.?.?..~.y~m~.t;l.~...J::I.iU:)$.!.!l&.umu.....m.m............___..u........m.......mu.......___..........u.u............mmu......... .......n.............._.................................................................................................................................-........................................ ........................................................n............................................................................................................-............................ ....-....................-........................................................................................................................................................................ NOW, THEREFORE, il the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the ObJigee in accordance with the terms o( sut;h bid and give such'bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety {or the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the (ailure of the Principal to enter into such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in gOGd faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in (ull force and effect. Signed and sealed this.uhh........h.~~.~..n.u...nuu..u....u.....u..day OI...h.....~.~~.~.umumu..n.mwhn.uh.A.D, 19.~.:'..n &axc-1?.uQda~-- u W,t"ess U - \..u....:/l.;?7t~.~..4~ciP;r..m..(SEAL) ......nu.wn.R~du.nmmu...h........un...hn.m..... 7'jlic FIDELITY AND DEPOSIT COMPANY OF MARYLAND S"rely ..........................................................l'i;;.i;~;~.;....................... By.C!J~piA1n..~~~.~SIlAL) rille Charlotte McFarland Attorn~y-in-F~~t CJ2Sd-1S0M. Aflflrcl\'~d by 'J'hc Amerltln Jnullute 01 Arc11Itectt, A.I..-\. Document Xo. A.Jl0 February 1\110 I::dltlon, -'- G) ~, .' ~ CALL FOR 8 I OS AMENDMENTS TO THE STANDARD SPECIFICATIONS INTRODUCTION AME1\:CI'f,EI\:TS TO 'SEC-;-:CN 1-02, SECTION '1-04, SECTION 1-05, SECTION .1-07, SECrrCN 1-08, SECTION 1-09, SECTION 8-0B, SECTION 8-09. SECTION 8-22, SECTION 9-20. SECTION 9-2 'I. THE STANDARD SPECIFICATIONS . 810 PROCEDURES AND CONDITIONS SCOPE OF THE WORI< . . . . . . ceNTROL OF WORK . . . . . . . LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC PRCSECUTION AND PROGRESS MEASUREMENl AND PAYMENT PLASTIC TRAFFIC BUTTONS LANE f>'IARKERS PAVEMENT MARKING PLASTIC TRAFFIC BUTTONS LANE MARKERS SPECIAL PROVISIONS SPECIAL PROVISIONS PREOUALIFICATION OF BIDDERS DATE OF OPENING BIDS DESCRIPTION OF WORK . . . . FUNDS . . . . . . . . . . . PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES STATE SALES TAX. . . . . . . . . . . WILOLIFE AND FISHERIES REGULATIONS WASERATE FORMS . . . . . . . . . . . SPECIAL REQUIREMENTS FOR AFFIRMATIVE ACTION TIME FOR COMPLETION . . . . . DISPOSAL OF SURPLUS MATERIAL SOURCE OF MATER1ALS PAVEMENT MARKING 22 PAINT DAI~AGE 23 TRAFFIC CONTROL 2' STANDARD PLANS 2< 11 o t.:.sJ o " INTRODUCTION The following Amendments and Special Provisions shall conjunction with the 1988 Standard Specifications for Road, Municipal Construction adopted in January, 1988. be used Bridge, in iOnd AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made ~ part of this contract and supersede any conflicting provisions of the Standard Specifications. Far informational purposes... the date following .euch Amendment title indicates the implementation date of the Amendment or the latest date of revision. 11 Each Amendment contains all Current revisions to the applicable section 12 of ,the Standard Specifications and may include references which do not 13 apply to this particular project. 14 Whef""s the tef""m "Commission" or "Washington State Transoof""tation 15 Commission" appears in the Standard Specifications Of"" Special Provisions'. 16 it shall be interpreted to mean the Board of County Commissioners of 17 Jefferson County. 18 Whef""e ,the term "Oepartment" or "Oepartment of Transportation" app~ars in 19 the Standard Specifications Or Special Provisions. it shall be interpreted .20 to mean the Director of Public Works of Jefferson County and such agents 21 as are authorized to act in his behalf. 22 Where the term "Engineer" appears in the Standard Specifications or 23 Special Provisions, it shall be interpreted to mean the County Engineer 24 of Jefferson County. acting directly or through his duly authorized 25 representatives. 26 27 28 Where the term "State" Provisions, it shall through ,its authorized appears in the Standard Specifications or Special be interpreted to mean .Jeffsf""son County actins; representatives. . 29 Where the term "State Treasurer-Department of Transportation" appSbrs in 30 the Standard Spec;f,cat;ons, it shall be interpreted to rr,ean Jefferson 31 County Treasurer, acting through its authorized represen~at;ves. 32 SECTION 1-02, BID PROCEDURES AND CONDITIONS 33 January 25. 1988 34 1-02.13 Irregular Proposals 35 Item (b) under No.2 is delete~. 36 SECTION 1-04. SCOPE OF THE WORK 3:' Septembe~ 12. 1988 tl,...- . ",. ,'~ - 4 5 6 7 8 9 '10 11 .12 13 14 28 o " 1 2 1-04.2 Coordination of Contract Documents, Plans, Special Provisions. Specifications, and Addenda The four paragraphs of this subsection are revised to read: The complete contract includes these parts: The Contract Form, Proposal, Plans. Special Provisions, these Specifications, Addenda, and all supplemental documents. These parts complement each other in describing a complete work. Any requirement in one p~r~ binds as if st:ated in all parts. The Contractor shall provide any work or materials clearly implied in the descriPtion even if the contract does not mention it specifically. Any disc~epancy in the pa~ts of the cont~act shall be ~esolved by following this order of precedence (e.g~ 1 tal<es precedence over 2, 3, 4, 5, 6, and 7; 2 takes precedence over 3, 4~ 5, 6, and ?'~nd so fo~th) , 1. Addenda 2. P~oposa 1 3. Special Provisions 4. Plans 5. Amendments to Standard Specifications 6. Standa~d Specifications 7. Standa~d Plans On the Plans. d~awings. and Standa~d Plans, figu~ed dimensions shall take' precedence over scaled dimensions. Incase of any ambiguity or dispute over interpreting the contract, the Engineer's decision will be final as provided in Section 1-05.1 SECTION 1-05. CONTROL OF WORK August 29. 1988 .1-05.3 Plans and Working Drawings 29 T'he fourth sentence of the third paragraph ;s revised to reac: 30 31 32 33 Unless otherwise stated in the contract, the Engineer wil' up to 30 calendar days from the date the submitt~ls are until they are sent to the Contractor. 1-05.12 Final Acceptance 34 The first sentence of tl,e first paragraph is revised to read: 35 36 37 A-_ The Contractor must perform all the obligations under the contract before final acceptance can occur except as provided in Section 1-09.9 for unilateral ~cceptance. .- .' 1 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 2 December 27. 1988 3 The following new section is added following Section 1-07.9 Wages: 4 1-07.9(1) Employees Engaged In Production and Delivery of Aggregates 5 and Related Materiais 6 7 8 In regards to the State of Washington minimum wage requirements o~ RCW 39.12. the provisions of the following WAC. 296-12"(-016 shall apply: 9 10 11 12 13 WAC 296-127-016 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED IN THE PRODUCTION AND DELIVERY OF MATERIALS PREDOMINANTLY USED IN ROAD CONSTRUCTION. The materials covered under this section are sand, gravel, crushed rock, concrete mix, asphalt, orothe~ similar materials. 14 1S 16 17 1B 19 20 21 (1) For the purpose of this sectioil, a Contractor or subcontractor is defined as an employer who has contracted to perform work on a public works project 5it~'. Employers who produce and stocl<pile these materials for public agencies are not: considered Contr-actors for the purpOse' of this section. Workers who are employed by public:works Contractors or subcontractors are subject to, the provisions of Chapter 39.12 RCW when: 22 23 24 25 (a) They are engaged in the production of the above 1 iste-cl materials for a public works project in a sal'''lo or gravel pit, rock quarry, concrete mixing plant, or- other similar facility; or 26 27 28 29 (b) They are engaged in the transportation of the above listed materials for use on the public works project whether or not they perform any work on the pr'oje6t site. 30 31 (2) Workers are subject to the provisions of Chapter 39.12 RC~, regardless of who the~r employer is, when: 32 33 34 35 (a) They deliver any of the above materials to works construction sites and perfol~m any spreaclin9. 1eveling. rolling. or otherwise p.::.rticipate in any incorporation oT the materials into the proJect; or 36 37 38 (b) TI,ey wait at or near the public works project site to participate in the incorporation of the materials int'o the proJ eet: or' 3 0.. .<',~ (c) They remDVe any materials const~uction si~e pursuant ~a or specifications (e.g.. materials from demolished materials. ete,); or from a public ~ork$ contract reouirementS excavated ma~erials. structures, cle~nup 6 ? 6 9 10 '11 (d) They work in ., m.,teri.,l production f.,cility (e,g.. batch plant. borrow p1t. rock quarry. etc..) which is established for a public works project ne~r a public works construction s'ite for the specific. but not exclusive, . purpose of supplying ma-t"eri151z for' the project. (3) Workers are not subject to the prevailing wage requirements of Chapter 39.12 RCW when: They are employed by a common. or caneract carrier truCking company principa1'y or exclusively engaged in the hauling or delivery of such productS. and the employee's duties do not include spreading, 1eve1ing, rolling. or otherwise participating in the incorporation of the delivered materials into the project. 12 13 14 15 16 17 1B 19 If a firm falls under the provisions of RCW 39.12 by virtue of WAC 296-127-016 and does not fall into the category of Contractor. subcontractor, or agen~ of a subcontractor' previously addressed in Section 1-07.9, then that firm shall comply with all the requirements of RCW 39.12 including but not limited to, 25 26 27 28 (1) File a "Statement of Intent to Pay Preva-iling Wages" (F700-029-000 or F700-029-111) with the industri.,l statistician of the Washington Stb't-e Departmen1: of Labor and Industries for approval. (2) Submit a COpy of the approved "Statement of Intent to Pay Prevailing Wages" (F70C-029-000 or F700-029-111) to the Engineer, 29 30 31 (3) Pay the prevailing rate of wage for each classification of workers entitled ~o the prevail'ing wage, 32 33 File an "Affidavit of Wages Paid" (F700-007-COC F700-007-111) with the industrial stati"tician of Washington State Department of Labor and Industrie" approval, and 34 35 36 37 (4) (5) Submit a copy of the approved "Affidavit of Waqes Paid" (F700-007-OOO or F700-007-111) to the Engineer. 38 39 The forms required only by virtue of WAC 296-'127-016 shall be on the forms provided by the industrial st~ti$tiC;6n of the W~5h;ngton St~te Department of Labor and Industries. The affected firms shall be responsible for requesting these forms f~om th~t ~gency. 40 41 42 43 4 or the for' ..- - o 6 ~ The Contracto~ shall be responsible far ensuring comp1iance ~;th the requiremencs of WAC 296-127-016 by all firms engaged in any parc of the work necessary to complete the contract. 4 1-07.11(7 )A Special Training Provis1ons 5 Item 3, Affirmative Action Recruitment Required. is revised to read: 3. Affirmative Action Recruitment Required This training commitment is not intended, and shell not be used. to discriminate against any applicant for training, whether a protected group individual or not. However, 'training and upgrading of minorities and women toward journeyman status ,is a' primary obJective of this Training Provision.. Ac:cOl""dingly, the Contractor/Subcontractor assigned training shall make e~ery effort to enrol' minority and women trainees to the extent ,such persons are available within a reasonab1e area of recruitment4 More specifically, if a nonm;nority m~le trainee/apprentice is proposed for utilization toward meeting the training goal.. approval may be granted if the Contrac:to,../subcon~ractor proposing to utilize the trainee is otherw1se in compliance with che contract's Equal Ernploymenc Opportunity and On-che-Job Training requirements and further provides documentation as to the efforts taken to fill the specific training position with either minorities or females; or. if not otherwise in compliance.. furnishes evidence of his/her systematiC and direct recruitment efforts in regard to the pOSition in question and in promoting the enrollment and/or employment of minorities and females in the craft which the proposed trainee is to be trained. 6 7 8 9 10 11 '12 13 '14 15 16 17 '18 19 20 21 22 23 24 25 26 27 As a minimum'. a Contractor/Subcontractor who is not, otherwise in comp 1 i ance can substanti ate thei r systemat ic and recruitment efforts by providing documentation as followin9: 32 33 34 35 36 a. Written notification to minority and fema:e recruitment sources and communit'y organ"\%.9tior'ls of available employment opportunities with the ContractorlSubcon~ractor and/or enio1jment opportunities with its unicns; 37 38 39 40 b. Records efforCs, minority unions; documentino the Contractor/Subcontractor1s and the outcome of those efforts. to emp10y and female applicants and/or refer chern to 41 42 43 44 c. Records reflecting the Contractor/Subcontractor's efforts/participation in developing minority ~I~d female on-the-job trgining opportunities. incl~.lding upqrading progr~ms and aporenticeship; 5 .- <:> 10 " d. Writ~en ~o~ices ~o unions and training progroms disseminating the Contractor/Subcontr'~ctor"s EEO policy and requesting their coopera~ion in achie~ing his/her EEO and OJT obligations. SystematiC and direct recruitment efforts must be through public and private sources likely to yie1d minority end female trainees. Such documentation must be submitted in a timely manner~ Contractor/Subcont:ractor's compliance with this :$ection shall be made on a case-by-case basis. The Project Engineer's determination of a Contractor/Subcontractor's compliance with this section shall be administratively as provided in Section 1-05,1. 13 1-07.'1(10)8 Required Records and Retention 14 This section ;s revised to read: 15 All records must be retained for a period of three years following 16 completion of the contract work and shall be available at reasonable 17 times and places for inspection by au~horized represen~atives .of the 16 State Department of Transportation. and on Federal-aid proJects. ~he 19 Federal Highway Administration. 20 On Federal-aid contr..cts only, the Contractor/Subcontractor shal", 21 submit to the Project Engineer an annual report fOI' each month of 22 July for the duration of the projec~. The report must indicate the 23 number- of minority. women. and nonminority gr-oup employees current~y 24 engaged in each work classification required by the contract work. 25 This information i5 to be reported on Form PR 1391 by August 11. 26 All Contractors/Subcontractors having contracts of $10.000 or more 27 that are State or Federally funded shall submit a copy of ~heOffice 26 of Federal Contr..ct Compli..rtce (OFCCP) form CC-257 to the project 29 Engineer by the fifth of ~he month during the term of the contract. 30 Failure to submit ~he required reports by their due da.es may resul 31 in the withholding of progress estimate payments. 32 SECTION 1-0B, PROSECUTION AND PROGRESS 33 December 21. 1988 34 '\-08.1 Subcontracting 35 The fifth paragraph is revised to read: 36 The Oepartment will not consider ..s subcontracting: (1) purchase cf 37 $~nd, gravei. cT"'ushed :.1;:.ane. c/"'ushed slaG'. batched concrete 38 aggregates. ready mix concrete. fabrica~ed str-uctural steel, and any 39 ot".her materials supplied by establ ishe" and recognizee! commer'cial 5 .- - e @, .:i';';..:", ."", 1 2 3 4 S 6 7 pl,ants; or' (2) delivery of these materials to the work site In vehicles owned or operated by such plants or by recognized commercia' hauling companies. However, the Washington State Department of Labor and Industries may determine that RCW 39.12 applies to the employees of such firms identified in (1) and (2) above in accordance with WAC 296-127-016. If this should occur. the prOVisions of Section I 07.9(1) shall apply. 8 1-08.3 Progress Schedule The first paragr'aph of this section is supplemented by the following paragraph: The Department allocates its resources to a contract based on the total time allowed in the contract. The Department will accept a progress schedule indicating an early completion but cannot guarantee Department resources wi 11 be ava i 1 ab 1 e to meet the eccel erated schedule. No additional compensation will be allowed if the Contractor ;$ net able to meet their accelerated schedule due to the unavailability of Department resources or for other reasons beyond the Department1s control. SECTION 1-09. MEASUREMENT AND PAYMENT October 31, 1988 .1-09.1 Measurement of Quantities The column headings for the tabulation CONVERSION FACTORS AVERAGE WEIGHTS AND VOLUMES OF ASPHALT are corrected to read: Grade Gallons per ISC\1.....\\t_&Et:.E Pounds per Q.2.1J.illL~_~Q..:E 1-09.0 Force Account Item No.6. Contractor Markup on Subcontractors, is rev;sed to read: 3C 31 When work is performed an a force account b~sis by approved SUbcontractcrs. the Contractor wi'1 be a~1owed an additiona1 mar~up eQuc1 to 5 percen~ of the tote1 cost computec for 1, 2. 3, ~. antS for a11 administrat;ve costs. 28 29 32 1-09.8 Payment for ~aceri61 on Hand 33 The following paragraph is added after the f1rst paragraph: 3~ The State may reimburse the Contractor for traff1c. s,1gn..i controliers. 35 as follows: 7 o o 1 2 3 1. Fifty percent when the traffic s;gnal controller and ~;, components are received and assembled into a complete unit at the Headquarters Materiels Laboratory. 4 5 6 2. One hundred percent when approved for shipment to Materials Laboratory. s1gnol controller is by the Headquarters the the traffic project 7 SECTION 8-08. PLASTIC TRAFFIC 8UTTONS 8 Dec. 12. .,9 S B 9 This Section is deleted 1n its entiretY4 10 SECTION 8-09, LANE MARKERS 11 December 12. 1988 13 12 This section is deleted in its entirety and replaced with the following: 8-09 RAISED PAVEMENT MARKERS 15 15 '17 IB 19 20 21 28 29 30 31 32 33 34 35 - 8-09.1 Description This worksha,ll consist of furnishing and installing raised pavement markers of the type specified in the Plans, in accordance, with these Specifications, and at the locations indicated in the Plans or. where designated by the Engineer. The color of reised pavement markers shall confo~m to the color of the marking for which they supplement~ substitute for, or serve as a positioning gUide for. 8-09.2 Materials Raised pavement marker (RPM) shall meet the requirements of the following Sections: RPM Type RPlVi Type RPM Type Adhezive 1 9-21.1 2 9-21.2 3 9-21.3 13-26.2 8-0S.3 Construction Requirements 8-09.3(1) Surf~ce Preparation All sand. dirt. and loose extraneous material shall be swept or blown away from the marker location and the cleaned surfacp. prepared by one of the following procedures: When deemed necess~ry by the Engineer. all areas to rece,ve markers shall be removed. gre!l:se. or foreign materials may requir'e surface dirt within Large are~s of tar. 5~ndbl,esting. steam 8 .- '18 '/9 20 21 22 23 24 25 26 2'1 28 29 30 32 33 34 35 36 37 38 "'-""""-~""""""""....~...r~",*;;;''i,1::';1i~' !.~."'i o 1 2 3 cleaning, or power b/"'ooming to accompl ish complete removal. Appl icat;on of markers shall not proceed unti 1 final authorization is received from the Engineer. 4 5 6 7 The pavement shall be surface dry. and in cool weather shall be heated by intense radiant heat (not direct flame) for a sufficient length of time to Warm the pavement areas of marker application to a minimum of 70 degrees F. 8 8-09.3(2) Marker Preparation 9 10 Type 2 markers may be warmed prior to setting by he~t;ng to temperature of1~O degrees F for a maximum of 10 minutes. 11 8-09.3(3) Adhesive Preparation 12 13 The adhesive shall be maintainec at a temperature of.60 degrees~o 85 degrees F before use and during application. 14 15 16 17 Component A shall be added to to a smooth uniform blend. discarded when polymerization workability. component 8 Just before use and mixed The unused mixed adhesive shall be has caused stiffening and reduction of 8-09.3(4) Application Procedure The marker shall be affixed to the prepared pavement area with sufficient adhesive so as to squeeze out a sma" bead of adhesive around the entire periphery of the marker. The required amount of adhesive per marker will normally be in the rang~of20 to 40 gr~ms The sequence of operations shall be as rapid as possible. Adhesive shall be in place and the marker seated in not more than 30 seconds after the removal of the pavement preheat or warm air blc!9st. The marker shall not have cooled more than one minute before seating. The length of the pavement preheat or warming shall be adjusted so as to ensure bonding of the marker' in not more than 15 minutes. Bonding wi"ll be considered satisfactory when adhesive develops ~ minimum bOi'ld strength ;,; tension of not less than 800 grams per square inch or a tot~l t~nsion strength of 25 pounds. Marl~ers shall be spaced and aligned as shown in the Standard Pian and asspecifieo by the Engineer. A displacement of not more than 1/2 inch left or right of established gUide line will be permitted. The Contractor shall remove and replace at no expense to the State all improperly placed markers. Markers shell not be placed Over longitudin~l or transverse Joints in the pavement surface. 9 o 2 :3 4 5 (; 7 8 On roadway sections which are net open to public traffic. 1:he preheating of the markers by dry heating before settin9 wil' not be required provided the adhesive develops tt,e required bond strength of 800 grams per square inch in less than three hours. ff the roadway section is carrying public traffic during the installation of the markers, the 15 minute set-to-traffic provision wi11 be enforced. and necessary flagging and traffic control will be required. 9 B-09.4 Measurement '10 11 Measurement of markers will be by units of one hundred for eactl type of marker furnished and set in place. 12 B-09.5 Payment 13 14 Payment will be made for each of the following. bid items included in the proposal: '15 1& n 1. 2. 3. "Raised Pavement Marker Type 1", "Raised Pavement Marker Type 2" "Raised Pavement Marker Type 3- per hundred. per hundred. fn.", per hundred. The unit contract price per hundred for "Raised Pavement Marker Type "', PRaised Pavement Marker Type 2". and "Raised Pavement~Marker_lype 3 fn." shall be full pay for all labor, materials, and equipment necessary for-furnishing ar1d installing t:hemarker$ in accordance with these Specifications including all cost and expense involved with traffic control except for re1mbursemen~ for labor for traffic control in accordance ",ith Section 1-0'1.23(5). 25 SECTION 8-22, PAVEMENT MARKfNG 26 January 4. 1988 27 8-22.'2 Materials 28 The second sentence of the second paragraph is revised to read: 29 Glass beads shall comply with specifications for adherence coated 30 spheres. 8-22.3 (3) Paint Application Paint shall be applied at a rate of not more than 88 square feet per gallon (approximately 18-mill wet thickness.) This r~te is effective1y 20 gallons of paint per mile of solid A-incl, ~ide line, which will be the basis for measu ement of yield. 36 A tolerance not to exceed minus 10 percent ",ill be allowed for film 37 thickness or yield in paint applicotion, Any yield in point "pplication 38 found to be out of tolerance ",ill constitute a re-paint of the road(s) 39 not meeting $pecific~tiDn$. Cost of re-strip1ng any roads found to be 40 out of tolerl!tnce shall be at the CDntr~ctcrs expense. Re-painting of '! C .- - _~"...-.~.~.._,~.'" ",",__..,.",,',J'_"_ o 0::- w 1 those areas found to be out of tolerance shall be accomplished at the 2 same ~ateof epp1ic~tion as specified above. 3 B-22.3 (4) Beading 4 The second sentenc~ shall be changed to read: The application rate of 5 beading on painted surfaces shall be 6 pounds of beads per gallon of 6 paint. 7 SECTION 9-20. PLASTIC TRAFFIC BUTTONS 8 (Dec. 12. 1S88) 9 This section is deleted in its entirety. 10 SECTION 9-21, LANE MARKERS 11 December 12, 1988 12 This Section is deleted in its entirety and replaced by the following: 9-21 RAISED PAVEMENT MARKERS (RPM) 9-21.1 Raised Pavement Markers Type Markers Type 1 shall be plastic markers composed of thermosetting resins. pigments and inert ;ngredien~5 and beef uniform compo5;~ion- Plastic markers shall not contain g18SS. 15 16 17 .1 B 9-21.1(1) Physical and Chemical Properties The markers shall be of uniform composition and free from surface irregularities. cracks. check5.cl,ipping~ .peeling.spa111ng. crazing_. and otherphys;cal damage interfering with appearance. application, or durability. The markers shall be precast in the form of a single based spheroidal segment terminating in a rounded or squared shoulder where the spherica1top meets the base. 23 24 25 26 lhe markers sha'1 meet the following reQuirements: 27 2B P.r.,!2J?!;\,!:_'-Y Un1t. Plastic Markers 29 30 31 32 33 34 35 36 37 Weight Hei9ht Diameter Shoulder Height Planeness of baze: Concavity Convexity BrightnesS'. grams inches inches i nc hes 125 min. 0.6S-0.78 3.85-4.05 0.1' .~. .06 inches 1nches 0.02 max, 0.05 max. eo min. (white only) ~ " b 0. ~ 1 2 Color Impact resistance inch-pounds White & )'ello\ol 15 min. 3 4 5 The markers will be tested prior to use. Test pl"'oc::edures ~re available f,...om the Washington State Department of Transportation. Materials. Laboratory, P,O. Box 167, Olympia. Washington 98504. 6 9-21.2 Raised Pavement Markers Type 2 7 8 9 .10 11 The markers shall be of a permanent type intended to provide reflectivity for at least 3 years under normal interstate traffic conditions. The marker housing shall contain reflective faces shown in the Plans to reflect incident light from either.. single or opposite directions. 9-21.2(1) PhYSiC"': Properties T'he markers shall be not less than 4.0 inches nor more than 5.0 ;~ches in width. and not more than 1.0 inch in height. 15 16 The outer surface of ths marker housing shall be smooch except for purposes of identification. 17 1 B The base of the markers shall be substantially free f,'omgloss or substances that may reduce1ts bond to adhesive. 9-21,2(2) Optical Requirements A. 23 24 25 26 27 26 29 30 B. 31 3'l < 33 34 35 36 37 3B Definitions: Horizontal entrance angle shall mean the angle ~r the horizontal plane between the direction of incident light and the normal to the leading edge of the marker, Observation anale shall mean the angle at the reflector between observer's 11n; of sight and direction of the light incident on the reflector, Specific intensity (5.1.) shall mean candlepower of the 1 ight at the chosen observation and entrance angles foot-candle of illumination at tl,e reflector on perpendicular to the inc;den~ light. returned for each a piane Optical Requirements: The specifiC intensity of each ref1ect:ing $urface ~t 0 2 degree observation angle shell be not less ~hsn ths follow'"g when the incident light is paralle' to the base of the marker. 20. ~..~.J...~. 3.C 1,2 tt9..r.."_,,_sQ!;.,.,.,,.~,!).gJ.g O. Yellew reflectors sh~~l be net less th~n 50 percent .cond i'e-o reflectors not less than 25 percent of tile abov~ va1uez. '12 .- - o o c. Opticai Testing Procedure: A random lot of markers wi1: be tested. The m.:;ld.;:ers to be tested sholl be ioeated with the center of the reflecting face at a distance of 5 feet from a uniformly bright light source having an effective diameter of 0.2 inch. 1 2 3 4 5 6 7 8 9 .\ 0 11 The photocell width shall be 0.05 inch. It shall be shielded to eliminate stray light. The distance from light source center to the pl'lotocell center st,al1 be 0.21 inch. If a test distance of other ~han 5 feet is used, the sourc~ and receiver d'mens~ons and the distance between source and receiver shall be modified in the same proportion as the test: dist~nce. Failure of. more than four percent of the samples shall be cause fo~reJection of the lot. 9-21.2(3) Strength Requirements 15 '16 Markers shall support a load of 2,000 pounds as epp1ied in following manner: n lB 19 20 21 22 A marker shall be centered over the open end of a vertically positioned hollow metal cylinder. The cylinder shall be 1 inch high with an internal diameter of 3 inches and wall thickness of 1/4 inch. The load shall be slowly epplied to the top of the marker through a 1-inch diameter by 1-inch high met"l p~ug centered on the top of the marker. Faiiure shall constitute either a breQkage or signif1cant deformation of the marker at any load of less than 2.COOpounds. 9-21.3 Raised Pevement Markers Type 3 26 Raised pavement markers Type 3 shal' meet the fol1owing requirements: 27 28 Impact Resistance Titanium Dioxide Res-;n content Reflectance Concavity & Convexity: Transverse I.ongitudin"l 15 -;ncl,-1bs., min. 21% (by wt.), m,n. (white only) 20% (by wt.), min. 80% mi". 2S 30 31 32 33 1/1& inch. md". 1/B inch. ma". 34 35 Dimensions for reised pavement markers lype 3 sh~11 conform to thB follow, ng: 36 31 39 39 40 RP~i Type 3-&" RPM Type 3-8" RPM Type 3-10" RPM Type 3-~2" I.engt h 6" e" 1 Coo 12u Width ,/''' 4 " 4 " 4" Depth 3//, " 3/4 " 3/4 I' 3/4 " '13 - + ~::) e Shoulder depth shall be 1/4". The ends shall be beveled from the top of the shoulder edge at a slope of 1: 1. Reflectance will be measured with a photovolt Reflectance Meter or its equivalent by compa~ing toa 78 percenc standa~d. ,- -- i e ."~~~''''--'-''''-~. r:< ~ SPECIAL PROVISIONS 2 The fOllowing Special Provisions supersede any conflicting provisions of 3 the 1988 Standard Specifications for Road, Bridge, and Municipal 4 Construction adopted in January, 1988. and the foregOing amendments to 5 the Standard Specifications and are made a part of this contract. 6 It shall be understood that all references to state officers in the above 7 mentioned standards shall mean the corresponding County offices for the B purposes of this contract. For example, all references to Highway 9 Commission shall mean the Board of County Commissioners, and all .10 references to the Director of Highways shall mean the County Engineer. 11 The term "Engineer" as used in these speCifications or in the standard '12 speC:ifications, whenever they apply, refers to the County Engineer, COUnty 13 of Jefferson, who is in charge of this work or in his absence, the County 14 Engineer's representative. The Engineer may be contacted at the 15 Courthouse, P.O. Box 1220, 1820 Jefferson Street, Port Townsend, \'lA, 16 98368, Telephone Number (206) 385-9160. 17 PREQUALIFICATION OF BIDDERS 18 October 22. ./984 19 Section 1-02.1 is deleted for this project. 20 DATE OF OPENING BIDS 21 Sealed bids will be received at the follOWing location before the 22 speCified time, The bid opening date for this project shall be Monday. June 12. 19B9. The bids will be publicly opened and read after the time specified in the Call For Bids on this date. Jefferson County Commissioners Office. 1820 Jefferson Street, P.O. Box 1220. Courthouse. Port Townsend. WA 9B3b8. 29 DESCRIPTION OF WORK 30 This contract prOVides for pavement marking of var,ous Jefferson County 31 roads. all in accordance wi t h the Standa rd Pl ans , these Spec i a 1 32 Provisions, ar,d the Standard SpeCifications. 33 FUNDS 34 Jefferson County Road Funds are involved in this project. 15 "- 1 PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PU8LIC NATURAL 2 RESOURCES 3 June 11. 1964 4 In addition ~o the requireme~ts of Section 1-07.1, the Contractor shal1 5 comply with the following environmental provisions which are made a part 6 of the contract documents. A copy of the environmental provisions is 7 available to the Contractor at the Project Engineer's office. a If the Contractor's operat1ons involve work outside the arees covered by 9 the following environmental provisions he she11 advise the Engineer and 10 request a l;st of any additional environmenta1 provisions covering the '1 area involved. A copy of any additional environmental provisions is' ~'so 12 available to the Cont~acto~ at the P~oJect Engineer's office. 13 Regulation 1 Olympic Ai~ pollution Cont~ol Autho~;ty '14 STATE SALES TAX 15 Novembe~ 2. 1981 16 The work on 'thi 5 contract is to be performed upon 1 ands whose ownershi p 17 obligates the Contractor to pay Stete sales tax. The provisions of 18 Section 1-07.2(1) apply. 19 WILDLIFE AND FISHERIES REGULATIONS 20 Novembe~ 2. 1987 21 Nohydrau1ic permits are reQuired for this project unless tl,e Contractor's 22 operations use, divert. obstruct, or change the natural flaw or bed of any 23 river' or stream. 01"" utilize .any of the wa'ters of the State or mater;als 24 from gravel or sand bars, or from stream beds. WAGE RATE FORMS Novembe~ 2. 1987 2'7 Section 1-0'7.9 i5 revised by replacing the subsection titled Required 28 Documents with the following, 29 30 31 32 33 Before payment is made by the Local Agency of any sums due under this contract, the Local Agency must receive from the Contractor and each subcontractor a copy of "Statement of Intent to Pay Prevailing:Wages" (Fo~m L & 1 Numbe~ F700-029-00Q) app~oved by the Washington State Department of Labor and Industries. 34 35 35 37 38 Upon completion of this contract. ~he I.oca' Agency must receive from the Contractor and each subcontractor ~ COpy of l'Affidavie of Wages Paid" (Fo~m L Ii. J Number F700-007-00Q) app,-oved by the State Department of Labor and Industrie~. In ~dd;tion. the Loca'l Aqency must rece; va from t he Contractor a. copy of ., ReQuest For Rel ease" 15 ..- o 6 ~ 1 (Form L & I Number F263-0B3-000) epproved by the State Oepertment of 2 Labor and Jndust~ies. These affidavits wi'1 be re~uired before any 3 fu'nds reta;ned~ according 'to 'the provisions of R0W 60.28.010. ere 4 released to the COr'\trec'tor ~ Forms may be obt:eineci from the 5 Department of Labor and Industries. A fee of $12.50 per e"c:h 6 .'Statement of Intent to Pay Prevailing Wage$H and "Affidavit of Wages 7 Paid" is required to accompany each form submitted to the Department 8 of Labor -and Industries. The Contractor is responsible for payment 9 of these fecs and shall make ,,11 applications directly to the 10 Department of Labor and Industries. These fees shall be incidental "( to 031' the bid items of this contr~ct. 12 If using the occupation code for wage affidavits and payrolls, and 13 if the project involves more then one jurisdictional are~* the 14 C6ntractor shall reference the area Just after 'the occupa~ion code 15 number. For example: 10-0010 YaK.E, 16 SPECIAL REQUIREMENTS FOR AFFIRMATIVE ACTION 17 Ma~ch 24. 1986 1. Genera1 Application Discriminatior. in all phases of employment is prohibited by Title VII of the Civil Rights Act of 1964. Presidential Executive Order 11246, as amended by Executive Order 11375. and the Washington State Law Against Discrimination~ Chapter 49.60 RCW~ among other laws and regulations. These special requirements establish minimum requirements for affirmative action and are in'tended to define and implement the basic non-discrim;na~ion provisions of these specifications. Section 3is equally acceptable to the Washing'ton State. Department of Trar.sportation (WSOOT) as a method of complying with affirmative action requirements. Alternate affirmative action programs will not be responsive to these specifications. Fa11ureto comply with these requirements may const;tutegrounds for appl;cation of contract sanction remedies as set forth in Section 5, herein. 33 34 35 For the purpose of this contract, the fo11owing definitions. as estaolished by the Washington State Human Right:.s Comm"isS1on. shan "pply, :36 31 a . Minority: 81acl<s, Asians, Hispanics, American/American Indian or Alaskan Native. and Na"Cive :38 39 40 41 42 b, Asians: A person with origins in c!lny of the origina1 peoples of the Far East. Southeast Asia. the Indian Subcontinent. or the Pacific Islands. fhis area includes, fo~ example. China, Japan, Ko~ea, the Philippine Republic, 01')0 Samoa. ': '7 .- .10 2. 11 .12 '13 14 '15 16 .17 18 '19 20 21 22 23 24 25 32 33 34 35 36 37 38 39 40 41 42 3, @ @J c. 81~ck: A person with or~g~ns in any of the Bl~ck racial groups of Africa who is also not of Hispanic origin. d. Hispanic: A parson of Mexican, Puerto Ricen, Cub~n. South American or other Spanish culture or origin, regardless of race. e. Native American/American Indian or Alaskan Native: A person w1th origins in any of the original peoples of North America and whomeintains cultural identification thr6ugh tribal affiliation or community recognition. Contractors' Agreements During the performance of this contract, the Contractor agrees as follows: a. The Contractor will not discriminate against any employee or applicant for employment because of race, creed, color. national origin, sex. age, marital status, or the presence of any physical, sensory or mental handicap, nor$h~11 the Contractor commit any of the other unfair prac'tices defined in RCW 49.60. the Washington State Law Agairtst Discrimination. b. The Contractor wi 11. in allso1 icitations 0"" advertisements for employees placed by 0<' on behalf of the Contractor, state that all qualified applicants will be considered for employment, without regard to race. creed, color. national origin. sex, age. marital status, Or"' the presence of any physical, sensory. or mental disability. c. The Contractor will send to EQch labor union. employment agency, or representative of workers with which the Contractor has a collective bargaining agreement or other contract or understanding, a notice advising the labor uni on, employment agency. or wOl"'ker t 5 representati ve of the Contractor's commitments under ttlis contract and RCW 49.60, the Washington State Law Against Discrimination. d. The Contractor will permit acc::ess to its bool,s. record:::: and accounts, and to its premises by the Washington State Department of Transportation for ttle purpose of investigation to ~$certain compliance with these speCifications. e. The Contractor will include the proviSions of clauses (a) through Cd) 5bove in every SubcOl'1tract Qr purchase order, so that such. provisions will be binding upon e:Jch subcontractor or ver,dor. Goals Compliance '; 8 o If$;) a. Contractor agrees. and wi11 require his/her subcontractors to agree, subject to the provisions of Section 3b; to maintain, as a minimum goal, minority ~nd female emp10yee representation on the project in accordance with goals establ i shed for t he county where the W..shi ngton State Department of Transportation's project is 1ocated. The goals and timetables for minority and female participation. expressed in percentage terms for the Contractor's aggregate workforce in each construction craft and in each trade 011 al' construction work in the covered aree, are as follows: !fgm.f:l!'-=_.2'~~M~i9~ ~R~ Iiillg.;;.!!J?l.lE 6.9% Until further notice 15 16 t1_iD..e.CJ.1;i.!?E._=...J;?.Y..._..~S~.!29..!!.r.,\Ltl!!.,!;.!:.8B.9,lj.ll!L--~.s-~sj.Ei..;;~1..__.~E: ~t1.~.~l 17 18 19 20 21 22 23 24 Spokane. WA, SMSA Counties: Spokane. WA 2.8% INA Spo~ane Non-SM5A Counties, 3.0% WA Adams; INA Asotin; WA Columbia: WA Ferry WA Garfield, WA Lincoln, WA Pend Oreille WA Stevens, WA Whitman Richland, WA: 5M5A Counties: Richland Kennewick. WA 5.4% WA Senton; WA Franklin Non-SMSA Counties: 3.6% WA Walla Walla Yakima. WA, SMSA Counties; Yakima. WA 9.7% WA Yakima Non-5M3A Counti as: ., - 2% WA Chelan; WA Douglas; W"- Grant, WA Kittitas; W"- Okanogan 38 39 40 41 42 43 Seattle. W,,-, S~:SA Count i es : Seattle Everett. W"- INA King; WA Snohomish Tacoma, WA WA Pi el"'ce 6.2% 7.2% ~ 9 o \1;;}// 6 ~J 2 3 4 5 Non-'SMSA Counties: 6.1% WA C1allam; WA Grays Harbor; WA Js~anC; ~A Jefferson; WA Kitsap; WA Le~is: WA M~50nl WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA WhetcOm Portland. OR: SMSA counties: Portland. OR-WA WA C1ark Non-SMSA counties: WACowlitz; WA Klickitat; Wahkial<um 4.5% 3.8% WA Skamania; b. If the Contractor or subcontractor(s) has been unsuccessful in complying with Subsection 3.a. helshe shall broaden recruitment. training. and Job referral opportunities for minorities by undertaking each of the following: (1) Notifying State and community organizat,ions oppor-tun;ties for employment, and shall evidence of any notification and respo~ses ther'eto. Advertising in ne\I.Jspapers. newsletters, and other publ ications which have a high minority readership. (2) Maintaining a file in which is recorded and address of each minority worker referred to the Contractor, and specifica'1y what action was taken with respect to each such referred ~orker. If such worker was not $ent to the uni6n hiring he 11 for referral or if such worker was not employed by the Contractor, the Contractor's file shall document this and the reasons therefor~ (3) Notifying the WashingtOn State Department Transportation and the Washington State Hvman Rights Commission whenever ~ne union w;~h wh~ch the Contractor has a collective bargaining agreement has not referred to the Contractors m,nar1ty worker sent by the Contraccor. or ~:.)e Contractor has other informatiOn that:: the Url;on referral process has impeded h~m in his efforts to effect minority workforce utilizat1on. The. Contractor shall show what relief he/she he!:' sought under $uch collect.ive b6r"'gaining agreement on appropriate Federa1 and St~te agencies. Appropriate steps can include but o!Ire not 1 imit'ed to: (co) arbitration, or (b) administrative relie~. 20 o o 1 2 3 4 (4) Participation in and use of Washington Stete Depertment of Tr~nsportation and Washington State Human Rigl,ts Commission approved program(s) in the .area designed to train craftwcrkers for tt,e construction trades. 5 6 7 8 (5) Using app~entices o~ othe~ app~op~iate ent~y classifications up to limits allowed Or required by the applicable collective bargaining agre~ments to meet the criteria of Section 3.a. above. 9 4. Monthly Repc~ts 10 11 12 13 14 Each Contractor and subcontractor shall report each month the total employment and mino~ity employment by c~aft (elect~icians, ca~pente~s, etc.) and by catego~y (Jou~neylevel. app~entices, trainee. etc.) for his/her-workforce on this project utilizing the Oepa~tment of Labo~ fo~m CC-257. Monthly Utilization Repo~t. 15 ./6 17 18 The Cont~acto~ and subcont~acto~(s) shall Use the total employees and work hours on the project for reporting purposes, and shall furnish such other information as may be required on the forms. '19 20 21 Copies of the ~epo~ts shall be fo~wa~ded monthly to the Washington State Department of Transportation. Project: Office responsible for the project under construction. 22 5. Sanctions 23 24 25 26 Failure of the Contractor to comply with the requirements set forth in these IISpecial Requirements for Affirmative Action" may result in the application of one. or all. of the following sanctions: 27 28 29 a. Progress payment requests will not be honored until steps. agreed upon by the Washington State Department of Transportation and Contractor. have been taken. 30 b. The contract may be cancelled or terminated. 31 32 33 34 c. The contrac.t mCi)' be suspended. in whole Ol"'" in PSl"t. until such time as the Contractor is determined to be in compliance by the Owner or the Owner's designated compliance agent. 35 36 d. The Cont~acto~ may be decla~ed ineligible fo~ fu~the~ State funded contr~cts fo~ construction projects. 37 TIME FOR COMPLETION 3B Novembe~ 2. 19t11 21 o This project she'l be completed in accordance with the provisions of Section 1-08 on or' before September 15. 1985. DISPOSAL OF SURPLUS MATERIAL Noyember 2, 1981 5 Cons~ruction Requirements 6 A waste site has not been provided by the State for the disposal of excess 7 meterials and debris. 8 SOURCE OF MATERIALS 9 June 14, 1982 10 M..teri..ls No source has been provided for any materials necessary for the construction of ~h;$ improvement. The Contractor shall make arrangements to obtain the necess~ry materials at no expense to the State, and all costs of acquiring, producing. 'and placing this material in the finished work shall be included in the unit contract prices for the various items involved. .1 PAVEMENT MARKING 18 August 17, 1987 .19 M..terials In accordance with Section 8-22.2. the plastic material used to form pavement markings shall be one of the following: 22 23 24 25 ~* 1. 3M STAMARK brand pliant polymer pavement marking film. ,60 m; 1 thickness. coated with. pressure-sensitive adhesi.....e. manufactured by 3M Company. 3~ Center. St. Paul. Minnesota 5510'1. 26 27 28 29 .,. 2. Prismo brand thermoplastic pavement marking material. SC mil thickness (HT60). coated with pressure-sensit1ve adhesive. manufactured by Prismo Universal Corporation. 3QO Lanidex Plaza, Parsippany, N.J. 07054. 30 31 32 33 ~. 3. Prismo br~nd thermoplastic pavement marking metterial. 90 mil thickness (HT90), coated with pressure-sensitive adhesive, manufactured by Prismo Universal Corporation, 300 Lanidex Plaza. Parsi ppany, N.J, 07054. 34 35 .. 4. Seibulite MM pliant polymer pavement marking materi..l. GO mi1 thickness. coated with pre:S5ure sensitive adhesive. 22 ** 5. 5. 11 7. 'J 2 13 14 15 8. -/6 17 * 9. * 10. * ~..It:iiJ.<\i,,,,;;.",,,..i~ @... '~" ". "",. manufactured by Seibulite of America. Inc., Victoria Street. Rancho Dominguez., California. 3135 East 90221. Cata-ti1e p1iant polymer pavement marking m~teri~', 60 mi1 thickness. coated with pressure sensitive adhesive. manufactured by Ferro Corporation. Cat~phote Division, P.O. Box 2369. Jackson. Mississippi. 39225-2369. Pave-Mark Hydrocarbon formulat i on. 125 mi 1 thi ckness, hot extruded thermoplastic, manufactured by Pave-Mark Corporation, 1855 Plymouth Road- "'.W.. P.O. Sox 94108, Atlanta. Georgia. 30318. Pave-Mark Alkyd formul"tion, 125 mil extruded thermoplastic, manufactured Corporation. 1855 Plymouth Road N.W.. Atlanta. Georgia. 30318. thickne$s, hot by Pave-Mark P.O. Sox 9410B. Lafrentz brand. '/25 mil thickness, hot extruded thermoplastic manufactured by Lafrentz Road Services Ltd.. Edmonton. Alberta, Canada T5E4N7. Catatherm ABITOL formulation, 125 extruded thermoplastiC manufactured Cataphote Division, P.O. Sox 2369. 39205. mil thickness, hot by Ferro Corporation. Jackson, Mississippi Cleanosol IT formulation, 126 mil thickness. hot extruded thermoplastic manufactured by Swedish A.8. Cleanosol, K~;stianstad~ Sweden. 11. M.L.E. Code lIR200/80 formulation, 125 mil thickness, hot extruded thermoplastic manufactured by M.L.E. Industries Ltd., Calgary. Alberta. Canada T2C1N5. 12. Norline Thermoplastic marking material. 125 ~il thickness, hot extruded thermoplastic, manufactured by Norris 'Paint Company. 1675 Commercial Street N.E., P.O. Box 2023, Salem. Oregon. 97303. 32 33 34 Restricted to accepta b 1 e serv; ce Materials Engineer. 'installation in performance can be Western Washington unless demonstrated to the State 35 ** 36 37 PAINT DAMAGE Not approved for use on bituminous surface treatment. 38 Construction Requirements 23 .- . .": . _.,' l' "', ,~ :. o ~ 1 2 3 4 At the pre-const~uction conference. apPr'oval by the Engineer' a wr'itte" accidental spills. spatter's, dr'ip" painting operations. the Con 'tractor sha1~ submit for detai led method of removal of any and overspr.!lY which OCcur during This method shall also designate a supervisory employee of the Contractor whow;ll be responsible for taking the required corrective ~ction if end when paint damage occurs. 8 Payment 9 Al' costs for costs for furnishing labor, eqUipment, materials, and tools 10 "ecessar'Y with r'epair'ing pai"t damage shall be incidental to and included 11 in the contract unit prices. 12 TRAFFIC CONTROL 13 The Contractor shall not stop or restrict traffic on weekends, holidays, 14 Or during hours of darkness, unless othe~wise app~oved by the Engineer. 15 OTHER PROJECTS 16 The.Jeffer'son County 1989 Oili"g Pr'ogr'am may be in conflict with the 17 Contr'actor's schedule at times. Ever'Y effor't showld be made to coor'dinate lB these Pr'oJects to avoid conTlicts. STANDARD PLANS December' 12, 198B The State of Washingto" Standar'd Plans for' Road, Br'idge a"d MU"icipal Construction transmitted under Publications Transmittal No. 80-34, dated May 30. 1980, a"d as r'evised u"der Publicatio"s Transmittal No. Bl-17 dated Mar'ch 31, 1981. transmittal No. 82-34 dated June. 1982, tr'ansmittal No. 82-58 dated December'. 1982. tra"sm;ttal No. 83-80 dated October'. 1983, transmittal No. 83-B8 dated November', 1983, transmittal No. 84-015 dated June. -1984. transm;ttal No. 85-005 dated Mar'ch. 1985. transmittal No. 86-001 dated Januar'Y. 1986. transmittal No. B?-28 dated July, 19B? transmittal No. 87-067 dated Decembe~. 1987, tra".m;ttal No. 88-035 dated Ju"e. 19S8, and tr'ansmittal No. 88-059 dated November, 1988. is made a part of this contract. In case of di~crepancies, Plans st,all govern over Standard Pla"s, Standar'd Plans shall be considered the same a" Plans as set fOr'th in Sectio" 1-04.2. 34 The Sta"dard Plans are revised as follows: 35 8-7 36 T:T;;;; Sta"dard Plan pl'ovides that flar'ed e"d sec:tions for 12 inch 37 through 24 inch diameter pipe with annula~ corrug~tionsare to be 38 attached to the pipe with a threaded rod and COI"\nector lug. As o!lf"'l 39 alternate for f1ered end sections of steel the attachment mC!lY be m.!ldo 40 w-ith a 1 i"ch wide strap of 12 g<:ge galvanized steel fastened with 24 -I 2 3 II 5 6 ., B 9 10 11 12 13 111 IS 16 '17 18 19 20 21 22 23 24 . . (-;-;i '\;,"'..... -d ~.;;;'J a 1/2 inch d1ameter galvanized bolt 6 inches in length furnished with one squarehead nut. The length of the strap shall permit sufficient bolt take-up to provide a tight connection. All material necessary for the connection of the flared end section to the corrugated pipe shall be supplied by the manufacturer of the flared end s8ct10n. F-1 Th~ deteil EXTRUDED CEMENT CDNCRETE CURB is revised to show the 10' space to be between the cut/sawed Joints. Also, delete the word max. G-4a Th~"POST SELECTION TA8L~ 1s revised as follows, The notch depth and hole diameter for &. x 10.. S" x 10., and 8~ X 12" post sizes ~re de1eted. The note under the "POST DETAIL" is revised to read: Typical for 4" x 6", 6" x 6", and 6" x S" posts. Holes notch a~e not required for any 41' x 4" in5t~'lations or for single post 4~ x 6" installation. All posts that are larger than 6" x a" shall be placed behind guardrail or barrier. unless they are located outside of the c1ear zone. The SlGN lNSTALLATION ANGLE deteil is deleted. 1:t::.~ The plar1 on the pavement title is changed to RAIS~D PAVEMtNT MARKERS. plan $h<;;et saying "lane mar\<ers. is changed marker'$ . All to wording l'raised H-3a The..'plans title is changed to RAISED wording on the plan sheets saying ~raised pavement markers'l~ PAVEMENT MARKING OETAILS. All "lene mar'kers" is changed to 29 30 31 J-lb T"Ft-e.- note on the foundat-;on detail referencing J-Sa -;s changed to read; 32 See Standard Plan J-le. SS 1he following are Standard Plan numbers and their date of last revi$ion 34 applicable at the time this project was advertised, 35 36 37 38 39 A-1 12/29/80 C-3 4l2e/Bil H-5a 6/28/85 A-I 2/19/68 C-4 9/1.I/S'/ H-5b 6/28/85 A-2 a/17/8e C-lIa 4/04/8e H-5c 7/17/8'1 A-2 8/111/87 C-5 2/13/87 H-6 ')/'17/81 A-2 8/"17/88 C-6 '1 U23/86 H..7 5/07/85 25 / 0"',, \.,.' tJJi.... ~ 1 C-5 12/23/85 H-7a 1'1/28/83 2 8-.1 12/0-1/86 C-6a 1/21/85 H-S '11/26/79 3 8-.1" 12/01/86 C-5b 1/2.1/85 H-9 2/22/82 4 8-.1 b 9/14/8'1 C-6c 4/26/BB H-l0 4/22/B8 5 8-le 9/29/87 C-6d 12/23/85 H-'Il 9/19/83 6 8-1f 9/29/B7 C-6e 4/04/88 H-12 1/30/87 '7 8-1h 1/05/87 C-6e 4/04/88 H-12 1/30/87 8 8-1j 1/30/87 C-6e 4/04/88 H-12 1/30/87 9 8-lz 12/08/86 C-7 6/12/87 10 8-2 9/19/83 C-B 10/28/87 1-1 11/26/79 11 8-2" 12/12183 C-8" 4/11/85 1-1" .,1/25/79 -12 8-2b 3/19/84 C-8b 8/15/B5 1-2 2/04/82 13 8-4 1/25/80 C-Bc 6/04/85 14 8-4b 9/07/84 C-Bd 1/04/88 J-l 6/30/88 15 8-4c 9/07/84 C-Bd 1/04/88 J-l 6/30/88 16 8-4f 9/19/83 J-l" 2/13/81 17 8-49 9/19/83 0-2d 2/13/81 J-1b 6/30/8B '18 8-4h 7/-12/84 0-2e 2/13/81 J-lb 6/30/88 19 8-5 11/25/79 0-2f 2/.,3/81 J-lb 5/30/88 20 8-5" 11/26/79 0-2g 2/13/8.1 J-lc 7/24/8'f 21 8-6 11/25/79 0-3 1/25/BO J-le 5/10/82 22 8-6" 1'1/26/79 0-4 5/23/83 J-1f 7/17/81 23 8-6b 11/26/79 0-5 8/24/79 J-3 11/07/75 24 8-7 9/04/87 0-5" 12/21/84 J-3b 11/07/75 25 8-7" 8/12/88 D-5 8/25/8B J-3e 2/04/82 26 8-8 3/12/84 0-6 8/25/8B J-3f 6/19/87 27 8-8" 3/29/82 0-7 1/04/80 J-3f 5/19/87 28 8-9 8/12/88 0-'/" 1/04/80 J-S" 7/1 'f/8-1 29 8-.10 1/25/80 0-8 1/04/80 J-6c 2/22/82 30 8-11 1/25/80 0-9 2/05/88 J-6f 2/22/82 31 8-12 1/25/80 0-9 2/05/B8 J-5g 2/22/82 32 8-13"12/02/B5 J-5h 2/22/82 33 8-13b12/02/B5 E-l 1/04/80 J-7" 2/22/82 34 8-13c12/02/85 E-2 9/19/80 J-7c 2/22/82 35 8- .13d 1 2/02/B5 E-3 11/26/79 J-7d 7/31/87 36 8-14 12/02/85 E-4 B/0'7/85 J-7d 7/31/87 37 8-15 7/24/87 E-4a 12/22/87 J-8a 9/15/87 38 8-17 11/26/79 E-5 -1/25/80 J-Se. 4/24/85 39 8-18 3/.19/S~ J-l0 3/07/Sr. 40 8-18a9/06/83 F-l 8(12/88 J-l1 a7 /-19/85 41 8-18bl0/C3/83 F-2 11/26/79 42 8-18c'I/28/85 F-2a -ll/2G/7S 1\- 1 2/05/87 43 8-19 10/03/83 F-2b 11/26/'79 K-2 2/05/87 44 8-20 9/19/83 F-4 9(07/88 K-3 2/06/87 ~5 8-20",9/19/83 F-5 9/07/88 K-4 2/05/8'7 46 8-20b9/06/83 F-6 3(03/88 K-5 2/06/87 47 8-20c9/06/83 K-5 2/06/57 48 B-20d9/-19/83 8-1 i 0/17/83 K- 'f 2/C5/87 49 B-20f4/15/88 8-2 9/05/83 K-8 2/05/5"/ SC 8-21 12/04/85 G-2 9/05/83 K-9 2/06/87 51 8-22 9/./9/83 G-2" 12/2'//'/3 K-10 2/06(8-/ 52 8-23a12/22/86 8-26 5/20/85 K- 'I ~ 2/06/87 25 ~ A "- - I G @ 8-23b12/22/86 G-3 11/26/79 K-12 2/06/8'/ 8-23c12/22/86 G-3a 11/26/79 K-13 2/06/87 3 B-23d9/23/86 G-4a 7/17/81 K-14 7/17/81 4 8-24 11/08/85 G-6 10/24/75 K-15 7/17/B1 5 B-26 12/08/86 G-6a B/31/73 K-'/6 2/06/87 6 G-7 4/04/8B K-17 2/06/87 7 C-1 9/09/86 G-8 3/30/8B K-18 2/06/87 8 C-1 10/2B/B7 G-8 1/28/85 K-'19 2/06/B7 9 C-1a 5/05/8B G-8e 10/1B/B5 K-20 2/06/87 10 C-1b 1/21/85 G-Ba 10/1B/B5 K-21 2/06/8', 11 C-lc 9/04/B7 G-Ba '10/18/85 '12 C-ld 5/09/88 G-9 1/30/87 L-1 1/21/85 13 C-2 1/21/85 G-9 1/30/87 L-2 1/21/85 14 C-2a 3/27/87 G-9 1/30/87 L-3 1/21/B5 15 C-2b 1/21/85 L-4 1/21/85 .16 C-2c 1/21/85 H-1 5/17/85 L-5 1/21/85 17 C-2d 1/21/85 H-3 3/06/87 L-5a 9/02/86 '18 C-2e 1/21/B5 H-3a 2/24/8B L-6 1/21/B5 19 C-2f 5/26/86 H-3a 2/24/8B 20 C-2h 5/02/8B H-4a 12/28/B4 2."' H-5 6/28/85 27 ~ "".' .- o d-- ,~ HWY-R32320-AA PREVAI~ING MINIMUM HOURLY WAGE RATES MARCH 21, 1989 OCCUPATION: FLAGG~RS LOCATION: (STATE: FLAGGERS) CHELAN. CLALLAM, DOUGLAS. GRAYS HARBOR. JEFFERSON. KING, KITSAP, KITTITAS. LEWIS, MASON, PACIFIC. PIERCE. THURSTON AND THURSTON AND YAKIMA COUNTHS. FRINGE BENEF ITS HEALTH AND Wf.LFARE PENSION TRAINING FUND 1.75 1.55 .13 $/HR. $/HR. $/HR. STA TE STATE STATE WAGE RATES OCCUPATION CODE OCCUPA Tl ON DESCRI PTl ON STATE FEDERAL RATE RATE ******* STATE WAGE RATE GROUP LISTING ******* 10.78 260-0010 FLAGGER OTHER 260-9260 STATE: NOTE - EFFECTIVE JUNE 9, 198B,THE PAYMENT OF OVERTIME RATES IS NOT REOUIRED FOR THE FIRST 2 HOURS IN EXCESS Of e HOURS PER DAY UNDER CONDITIONS STIPULATED IN EAC 296-127-022. 260-9262 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. ,- o( (fji HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 2-J, 1989 OCCUPATICN. LABORERS LOCATION. (STATE LABORERS) CLALLAM. GRAYS HARBOR. JEFFERSON. KING, KITSAP. LEWIS, MASON, PACIFIC. PIERCE, SNOHOMISH AND THURSTON COUNTIES FRINGE BENEFITS HEALTH AND WELFARE PENSION TRAINJNG FUND 1.75 1.55 .13 $/HR. $'/',R. $/HR. STATE STATE STATE WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION STATE FEDERAL RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** GROUP 1 350-2100 WINDOW CLEANER 8.46 GROUP 2 350-0090 BATCH WEIGHMAN 350-0460 CRUSHER FEEDER 350-1260 PILOT CAR 350-1B70 TOOLROOM MAN (AT JOB SITE) GROUP 3 10.78 '10.78 10.78 10.78 35G-0080 BALLAST REGULATOR MACHINE 350-0240 CARPENTER TENDER 350-0270 CEMENT FINISHER TENOER 350-0310 CHIPPER 350-0340 CHUCK TENDER 350-0350 CLEAN-UP LABORER 350-0390 CONCRETE FORM STRIPPER 350-0470 CURING CONCRETE 350-052C DEMOLITION. WRECKING AND MOVING (INCL. CHARRED MATERIALS) 350-0710 EPOXY TECHNICIAN 350-0810 GAS ION BASKET BUILDER 350-0820 GENERAL LABORER 350-0860 GRINDERS 350~1370 POT TENDER 15.46 15.46 15.46 15.46 15.46 .15.46 15.45 15.46 15.46 15.46 15.46 15.46 15.46 15.46 2 e @ HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: LABORERS I'<!ARCH 21.1989 WAGE I~A TES LOCATION, (STATE LABORERS) CLALLAM, GRAYS HARBOR. JEFFERSON, KING. KITSAP, LEWIS, MASON. PACIFIC, PIERCE. SNOHOMISH AND THURSTON COUNTIES OCCUPATION CODe OCCUPATION OESCRIPTION ...... STATE WAGE RATE GROUP LISTING ...... GROUP 3 350-1390 POWDERMAN HELPER 350-1765 STAKE HOPPER 350-1e80 TOPMAN - TAlLMAN 350-1940 TUGGER OPERATOR 350-2030 VIBRATING SCREED (AIR. GAS OR ELECTRIC) GROUP 4 350-0050 ASPHALT RAKER 350-0250 CEMENT DUMPER - PAVING 350-0420 CONCRETE SAW OPERATOR 350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR 350-0720 FALLER AND BUCKER - CHAIN SAW 350-0840 GRAOE CHECKER AND TRANSIT MAN 350-0950 HIGH SCALER 350-0965 HOD CARRIER 350-09BO JACKHAMMER 350-1090 MANHOLE 8UILDER 350-1200 NOZZLEMAN (CONCRETE PUMP. GREEN CUTTER WHEN USING COMBINATION OF HIGH PRESSURE AIR AND WATER ON CONCRETE AND ROCK. SANDBLAST. GUNNITF.. SHOTCRETE) WATER BLASTER 350-1256 PAVEMENT BREAKER 350-1315 PIPE RELINER (NOT INSERT TYPE) 35C-;2YO PIPELAYER AND CAULKER 350-14B6 RAILROAD SPIKE PULLER (POWER) 350-1753 SPREADER (CONCRETE) 350-176C SPREADER - CLARY POWER OR SIMILAR TYPES 350-1840 TAMPER (MULTIPLE AND SELF PROPELLED) 350-182D TAMPER A~D SIMILAR ELECTRIC. AIR AND GAS OPERATED TOOLS 350-1865 TIM8ERMAN - S~W~R (LAGGER. SHORER. & CRIBBER) ::: .- STATE FEDERAL RATE RATE 15.46 15.46 15.46 15.46 15.46 15.94 15.94 15.94 15. 9~ 15.94 15.94 15.94 15.94 15.94 15.94 15.94 15.94 '15.94 15.94 '15.91.0 15.94 -15.94 15.94 15.94 15.94 I g)' ( (]) ~ HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21, 1989 OCCUPATION: LABORERS LOCATION: (STATE LABORERS) CLALLAM. GRAYS HARBOR. JEFFERSON, KING. KITSAP. LEWIS. MASON, PACIFIC, PIERCE. SNOHOMISH AND THURSTON COUNTIES WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION STATE FEDERAL RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** GROUP 4 350-1905 TRACK LINER (POWER) 350-2000 VIBRATOR 350-2090 WELL-POINT MAN 15.94 15.94 15.94 GROUP 5 350~0200 CAISSON WORKER 350-1110 MINER 350-1379 POWDERMAN 350-1500 RE-TIMBERMAN OTHER 16.30 16.30 16.30 16.30 350-9349 PLEASE NOTE: EFFECTIVE JUNE 9, 1988,THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER CONDITIONS STIPULATED IN WAC 296-127-022. 350-9350 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS./DAY OR 40 HRS./WK.. MON. THRU FRI., AND ALL HOURS WORKED ON SAT. (EXCEPT A MAKE- UP DAY) SHAl.L BE PAID 1 1/2 TIMES THE REGULAR RATE. ALL HOURS WORKED SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RA1E. 350-9351 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY. LABOR DAY, THANKSGIVING DAY, FRI DAY AND SATURDAY FOLLOViING THANKS- CIVING DAY AND CHRISTMAS DAY. 350-9352 STATE: FOREMAN - $0.50 PER HOUR ABOVE THE HIGHEST LA80RER'S CLASSIFICATION SUPERVISED. ...~. .- ( o '0;;.;) ( G HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21, 1989 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM. GRAYS HARBOR. ISLAND, JEFFERSON. KING. KITSAP. LEWIS, PACIFIC, PIERCE. SKAGIT. SNOHOMISH, THURSTON AND WHATCOM COUNTIES FRINGE BENEF ITS HEALTH AND WELFARE PENSlDN TRAINING FUND .1.9b 2.00 .26 $/HR. $/HR. $/HR. WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ****** STATE WAGE RATE GROUP LISTING ****** GROUP 1A 570-5015 CRANE - OVERHEAD. BRIDGE TYPE 100 TONS AND OVER 570-5500 CRANE 100 TONS AND OVER OR 200 FT OF BOOM INCLUDING JIB AND OVER 570-5505 LOADER. 8 YARDS AND OVER 570-5510 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER GROUP 1 570-5515 CA8LEWAYS 570-5025 CRANE - OVERHEAD, BRIDGE TYPE 45 TONS THROUGH 99 TONS CRANE 45 TONS AND UP TO 100 TONS OR 150 FT OF BOOM INCLUDING JIB 570-5535 HELICOPTER WINCH 570-5545 LOADER, OVERHEAD 6 YARDS UP TO B YARDS 570-5730 MUCKING MACHINE, MOLE. TUNNEL ORIlL AND/OR SHIEI.D 570-5565 QUAD 9 AND SIMILAR. D-10 AND HO-41 570-5540 REMOTE CONTROL OPERATOR. ETC. 570-5525 ROLlAGON 570-5560 SCRAPERS. SELF-PROPELLED 45 YARDS AND OVER 570-5550 SHOVEI_S. BACKHOES OVER 3 YARDS TO 6 YARDS 570-5555 SLIPFORM PAVERS 570-5530 TOWER CRANE 570-5400 TRANSPORTERS. ALL TRACK OR TRUCK TYPE 5 STATE STATE STATE STATE FEDERAL RATE RA1E 19.23 19.23 19.23 19.23 18.73 18.73 18.73 18.73 18.73 ,L.r;:) 18.73 18. '/3 18.73 18.73 18.73 18.73 18.73 "18.73 o 01 ~iV HWY-R32320-AA PREVAILING ~INIMUM HOURLY WAGE RATES OCCUPATION: POWER EQUIPMENT OPERATORS MARCH 21. 1989 LOCATION: CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSON, KING, KITSAP. LEWIS, PACIFIC, PIERCE. SKAGIT. SNOHOMISH. THURSTON AND WHATCCM COUNTIES WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ****** STATE WAGE RATE GROUP LISTING ****** GROUP 2 570-5575 SUMP CUTTER 570-5590 CHIPPER 570-5570 CONCRETE SATCH PLANT OPERATOR 570-5035 CRANE - OVERHEAD, BRIDGE TYPE 20 TONS THROUGH 44 TONS 570-5580 CRANES, 20 TONS UP TO 45 TONS 570-5595 CRUSHERS 570-5600 DERRICK 570-5605 DRILLING MACHINE 570-5610 FINISHING MACHINE 570-5615 LOADERS, OVERHEAD UNDER 6 YARDS 570-5620 LOCOMOTIVES. ALL 570-5625 M~CHANICS. ALL 570-5535 MIXERS, ASPHALT PLANT 570-5640 MOTOR PATROL GRADERS - FINISHING, SLUETOPS. PULLING SLOPES, DITCHES, ETC. 570-4730 PAVE OR CURB EXTRUDER (ASPHALT ANO CONCRETE) 570-5650 PILEDRIVER 570-2975 PILEDRIVER (SKID TYPE) 570-5545 PUMP TRUCK MOUNTED CONCRETE PUMP WITH 800M ATTACHMENT 570-2565 ROTO-MILL PAVEMENT PROFILER 570-5675 SCRAPERS, SELF-PROPELLED UNDER 4S YARDS 570-5655 SCREED MAN 570-5660 SHOVELS. 8ACKHOES 3 YARDS AND UNDER 570-5665 SUS-GRADER - TRIMMMER 570~5680 TRACTOR, 60 HP AND OVER. BACKHOE AND ATTACH. GROUP 3 570-5696 A-FRAME CRANE OVER 10 TONS 570-5735 CONCRETE PUMPS STATE FEDERAL RATE RATE 18.29 18.29 18.29 18.29 18.29 18.29 18.29 lB.29 18.29 lB.29 18.29 18.29 1B.29 lB.29 18.29 .18.29 lB.29 18.2S i8.29 18.29 18.29 18.2S 18.29 18.29 17.S3 17.93 o Or HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATICN. POWER EQUIPMENT OPERATORS /ViAkCH21,19BS LOCATION. CLALLAM. GRAYS HARBOR, ISLAND. JEFFERSON. KING. KITSAP, LEWIS, PACIFIC. P:ERCE. SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ****** STATE WAGE RATE GROUP LISTING ****** GROUP 3 570-5705 CONVEYORS 570-5700 CRANES. UP TO 20 TONS 570-5690 DOZERS. D-9 AND UNDER. YO-YO, PAY DOZER 570-5765 EQUIPMENT SERVICE ENGINEER 570-5720 FORK ~;FTS 570-5710 HOISTS. AIR TUGGERS. ETC. 570-2695 HYDRALIFTS( BOOM TRUCKS OVER 10 TONS 570-5715 LOADERS - ELEVATING TYPE 570-5725 MOTOR PATROL GRADER - NON-FINISHING 570-5785 OILER DRIVER ON TRUCK CRANE 570-S740 ROLLERS, ON PLANT. RDADMIX OR MULTILIFT MATERIALS 570-5745 SAWS, CONCRETE 570-5750 SCRAPERS - CARRY ALL 570-2615 SCRAPERS. CONCRETE 570-5755 SPREADERS, BLAW KNOX. ETC. 570-5775 TRACTOR. 60 HP ANO UNDER. BACKHOE AND ATTACH. 570-5760 TRENCHING MACHINES GROUP 4 570-5697 A-FRAME CNAN~, '0 TONS AND UNDER 570-5795 ASSISTANT ENGINEERS 570-2575 BOBCAT 570-5665 BRCC!>IS 570-5820 COMPRESSORS 570-5830 GRADECHECKER AND STAKEMAN 570-2?15 HYDRA~IFTS I BOOM TRUCKS 10 TONS AND UNDER 570-5790 OIL DISTRIBUTORS. BLOWERS, ETC. 570-5000 PAVE~ENT SREAKER 570-4735 PERMANENT SHAFT-TYPE f-LEVATOR 570-5805 POSTHOLE DIGGER, M~CHANICAL .- STATE FEDERAL RATE RATE 17.93 17.93 17.93 '"1 .93 17.93 17.93 '7.93 17.93 17.93 17.93 '7.93 17.93 17.93 '7.93 n.93 1"/.93 17.93 ~5_83 15.B3 ~ 5 . e 3 ~5.83 15.83 '5.83 15.83 15.83 15.83 15.83 15.83 - - 1'7'\< -.w 0'>1 ~/' HWY-R32320-AA PREVAILING MINIlvlUM HOURLY WAGE RA"i'ES MARCH 21, 1969 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP, LEWIS, PACIFIC, PIERCE, SKAGIT, SNOHOMISH. THURSTON AND WHATCOM COUNTIES WAGE r{A TES OCCUPATION CODE OCCUPATION DESCRIPTION STATE FEDERAL RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** GROUP 4 570-5810 POWER PLANT 570-4745 PROBE TENDER (ROTO-MILL) 570-5B25 PUMPS. WATER 570-57BO ROLLER. OTHER THAN PLANT ROAD MIX 570-5815 WHEEL TRACTORS. FARMALL TYPE OTHER 570-9569 PLEASE NOTE: EFFECTIVE JUNE 9. 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT HOURS PER DAY, MONOAY THROUGH FRIDAY. UNOER CONDITIONS STIPULATED IN WAC 296-127-022. 570-9570 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS Of 8 HRS/OAY OR 40 HRS/WK.. MON. THRU FRI, AND ALL HOURS WORKED SAT. (EXCEPT WHEN WORKED ABA MAKE-UP DAY). SHALL BE PAID AT 1 1/2 TIMES THE REGULAR RATE. ALL HOURS WORKED SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE. 570-9571 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY. 4TH OF JULY, LABOR DAY. T~ANKSGIVING DAY. FRIDAY AND SATURDAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. 570-9572 STATE: LEADMAN $0.30 OVER M~CHANIC 15.B3 15.83 15.63 15.83 15.83 B 0,,- ".",--. ~...-.'.... ~~ HWY- R3 2 32 O-AA PREVAILING MlNIMUM HOURLY WAGE RATES MARCH 21. 1989 OCCUPATION: TEAMSTERS LOCATION: CLALLAM,. GRAYS HARSOR. JEFFERSON, KING, KITS~,P. L.EWIS, MASON, PACIFIC. PIERCE. AND THURSTON COUNTIES FRINGE 8ENEFITS HEALTH AND WELFARE PENSION 1.89 $/HR. '.82 $/HR. STATE STATE WAGE RATES OCCUPATIO!\: CODE OCCUPATION DESCRIPTION STATE FEDERAL RATE RATE ****** STATE WAGE RATE GROUP LISTING ***.*. 730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE 730-00BO BUGGYMOBIL.E AND SIMILAR 730-0100 BULK CEMENT TANKER 730-0120 SULL LIFTS. OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS. TRANSPORTING MATERIALS ON JOB SITES:WAREHOUSING 730-0140 BUS OR EMPLOYEE HAUL 730-0200 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- ROCKERS. TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU. WESTINGHOUSE ATHEY WAGON. EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WITH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTICN:OUMP TRUCI<S. SIDE. END AND 80TTO~1 DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF,UP TO AND INCLUDlNG 5 YARDS 1 B. , ~ 17,83 17.99 18.01 17. i>6 17.66 17.56 9 .- Q \,~ 0',- '...., PReVAILING MINIMUM HOURLY WAGE RATES MAkCR 21. 19B9 OCCUPATION: TEAMSTERS CLALLAM. GRAYS HAkBOR. JEFFERSON. KING. KITSAP, LEWIS. MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES RATES OCCUPATION DESCRIPTION STATE FEDERAL RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** 730-0230 DUMPSTERS, AND SIMILAR EOUIPMENT:TOURNO- 17.99 ROCKERS, TOURNOWAGON. TOURNOTRAILER. CAT DW SERIES, TERRA COBRA. LETOURNEAU, WESTINGHOUSE ATHEY WAGON. EUCLID. TWO AND FOUR-WHEELED POWER TRACTOR WITH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS. SIDE. END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS 730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT,TOURNO- 17.94 ROCKERS. TOURNOWAGON. TOURNOTRAILER. CAT OW SERIES, TERRA COBRA. LETOURNEAU. WESTINGHOUSE ATHEY WAGON. EUCLID. TWO AND FOUR-WHEELED POWER TRACTOR WITH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION,DUMP TRUCKS. SIDE. END AND BOTTOM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 12 YARDS TO AND lNCL. 16 YARDS 730-0210 DUMPSTERS, AND SIMILAR EQUIPMENT:l0URNO- 17.78 ROCKERS. TOURNOWAGON. TOURNOTRAILER, CAT ow SERIES. TERRA COBRA. LETOURNEAU. WESTINGHOUSE ATHEY WAGON. EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR ~I'H TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JUR1SDICTION:DUMP TRUCKS. SIDE. END AND BOTTOM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:DVER 5 YAROS TO AND INCL. 12 YARDS 10 GJ 'v e PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21, 1989 OCCUPATION: TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR, JEFFERSON, KING. KITSAP. LEWIS. MASON. PACIFIC, PIERCE. AND THURSTON COUNTIES WAG!:: I~ATES OCCUPATION CODE OCCUPATION DESCRIPTION STATE FEDERAL RATE RATE ****** STATE WAGE RATE GROUP LISTINB ****** 730~0260 DUMPSTERS. AND SIMILAR EQUIPMENT:TOURNO- 1B.48 ROCKERS. TOURNOWAGON. TOURNOTRAILER, CAT OW SERIES, TERRA COBRA. LETOURNEAU. WESTINGHOUSE ATHEY WAGON, EUCLID. TWO AND FOUR-WHEELEO POWER TRACTOR WITH TRAILER ANO SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS. SIDE. END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS 730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- lB.32 ROCKERS. TOURNOWAGON. TOURNOTRAILER. CAT OW SERIES. TERRA C08RA, LETOURNEAU. WESTINGHOUSE ATHEY WAGON. EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WITH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS. SIDE. END AND BOTTOM DUMP. INCLUDING SEMI-TRUCKS AND ~RAINS OR COMBINATIONS THEREQF:OVER 30 YOS. TO AND INCL. 40 YDS. 730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.16 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES. TERRA COBRA, LETOURNEAU. WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WITH TRAILER AND SIMILAR TOP- LOADED EOUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEA~STER JURISDICTION,DUMP TRUCKS. SIDE. END AND 80TTO~1 DUI~P, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS 730-0405 ESCORT DRIVER OR PILOT CAR 12.50 730-0410 EXPLOSIVE TRUCK (FIELD M:X) AND SIMILAR 17.88 EQU I PI~E~I~ 730-0460 FLAHERTY SPREADER 17.99 8- '~ ~, - .lU,.>."""""l"'",...:t..o-.' .;..:., '~~~'~a'~~i:i~;'~:i Q EY '<; ,; " HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21. 1989 OCCUPATION: TEAMSTERS LOCATION; CLALLAM. GRAYS HARBOR. JEFFERSON. KING. KITSAP, LEWIS, MASON, PACIFIC. PIERCE. AND THURSTON COUNTIES WAGE RATES OCCUPATIO1\: COOE OCCUPATION DESCRIPTION STATE FEDERAL RATE RATE ****** STATE WAGE RATE GROUP LISTING ****** 730-0500 FLATBED TRUCK. DUAL REAR AXLE 730-0490 FLATBED TRUCK, SINGLE REAR AXLE 730-0610 FUEL TRUCK, GREASE TRUCK. GREASER. BATTERY SERVICE MAN AND/OR TIRE SERVICE MAN 730-0670 ~YSTER OPERATORS (HAULING BULK LOOSE AGGREGATES) 730-0690 LEVERMAN ANO LOADERS AT BUNKERS AND BATCH PLANTS 730-0730 LOWBED AND HEAVY OUTY TRAILER: OVER 100 TONS GROSS 730-0710 LOWBEDANO HEAVY DUTY TRAILER: UNDER 50 TONS GROSS 730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS GROSS TO AND INCLUDING 100 TONS GROSS 730-0800 MECHANIC 730-0810 MECHANIC HELPER 730-0910 OIL DISTRIBUTOR DRIVER (ROAD) 730-1035 OIL/TRANSPORT TANKER 730-1025 PICK-UP SWEEPER 730-1010 PICK-UP TRUCK 730-1100 SCISSORS TRUCK _730-1140 SLURRY TRUCK DRIVER 730-1160 SNO-GO AND SIMILAR EQUIPMENT 30-1190 STRADDLE CARRIER (ROSS, HYSTER 30-1200 S;';AMf'ER 30-1300 TEAM DRIVER 30-1350 TRACTOR. SMALL RUBBER-TIRED (WHEN USED TEAMSTER JURISDICTION) 30-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR. :OVER 20 YDS. 30-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR. :OVER 16 YDS. TO AND INel, 20 YDS. 30-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR. :OVER 12 YDS, TO AND INCL. 16 YDS .\ 2 -~ - HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION. TEAMSTERS MARCH 21. 1989 LOCAT!ON. CLALLAM, GRAYS HARBOR. JEFFERSON. KING. KITSAP, LEWIS. MASON, PACIFIC. PIERCE. ANO THURSTON COUNTIES WAGE RATES OCCUPA rION CODE OCCUPATION DESCRJPTlON "'..*"''''''' STATE WAGE RATE GROUP LISTING ****** 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR..OVER 10 YDS. TO AND INCL. 12 YDS. 730-1530 TRANSIT-MIX USEO EXCLUSIVELY IN HEAVY CONSTR..OVER 8 YDS. TO AND INCL. 10 YDS. 730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR..OVER 6 YOS. TO AND INCL. 8 YDS. 730-1515 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY caNSTR.. OVER 4 1/2 YOS TO AND INCL. 6 YDS. 730-1501 TRANSIT-MIX. USED EXCLUSIVELY IN HEAVY CONSTR. - 0 YDS. TO AND INCL. 4 1/2 YDS. 730-~750 VACUUM TRUCK 730-1810 WAREHOUSEMAN AND CHECKERS 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 730~2000 WATER WAGON AND TANK TRUCK: UP TO 1600 GALLONS 730-2010 WATER WAGON AND TANK TRUCK: 1500 GALLONS TO 3000 GALLONS 730-2210 WINCH TRUCK: DUAL REAR AXLE 730-2200 WINCH TRUCK: SINGLE REAR AXLE 730-2220 WRECKER. TOW TRUCK ANO SIMILAR EQUIPMENT OTHER 730-9730 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS/DAY OR 40 HRS;WK.. MON. THRU FRI.. AND ALL HOURS WORKED ON SATURDAYS. (EXCEPT WHEN WORKED AS A MAKE-UP DAY), SHALL BE PAID AT 1 '1/2 TI Mt:S THE REGULAR RATE OF PAY. ALl. HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL 8E PAID DOUBLE THE REGULAR RATE OF PAY. 13 .- STATE FEDERA1.. RATE RATE 1 a. 53 18.35 18.20 '18.04 17.87 17.66 17,55 17.99 17.66 17. B3 1". B8 17.56 17.66 - o Of ~~, HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21, 19B9 OCCUPATION: TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR. JEFFERSON. KING. KITSAP. LEWIS, MASON, PACIFIC. PIERCE, ANO THURSTON COUNTIES OTHER 730-973, STATE. HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, .4TH OF JULY. LABOR DAY, THANKSGIVING DAY. FRIOAY AND SATURDAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. 14 .- .... o ~( PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21. 1989 CONTROL STRIPERS FRINGE BENEFlTS APPRENTICE TRAINING HEALTH AND WELFARE PENSION .06 1.70 .50 $/HR. $/HR. $/HR. STATE STATE STATE WAGE RATES OCCUPATION CODE OCCUPA TI ON DESCRIPTION STATE FEDERAL RATE RATE .*.**.. STATE WAGE RATE GROUP LISTING ******* 20.12 17.15 820-0010 FOREMAN B20-0020 JOURNEYMAN OTHER 820-9B20 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF B HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT 1 1/2 TIMES THE REGULAR RATE OF PAY. B20-9B21 PLEASE NOTE. EFFECTIVE JUNE 9, 198B. THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FJRSTTWO HOURS IN EXCESS OF EIGHT HOURS PER DAY. MONDAY THROUGH FRIDAY. UNDER CONDITIONS STIPULATED IN WAC 296-127-022. ,( 5 ~- - @! 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F1. I Ut., ~:. f L1~ ~: t -__i..____~~.__,~"___ _I_;___._~:___;___: 0,' "(,:." P!-o.ioct: PAV8'tt.\lT "'AR.{1~ 19:~, VA~JO..., OJJ~Ty' R,)ti.): COJ;"~ f('J.,{J ~RJJEC1 fl',;(\ %~t, CXNTAACTQR ; CJJ;":" ~ ~E~r~;:'9.. S"/;;E ()f ~o;.:JN~~Cr; CXNTRlCT I'JYJ;ER (JETAll KJRK g,[[1 Arx:"-..V A UN:, HC. 106 FR:lI1AGE Rl), NO. PACIFIC, i'iA, 9804., ~TI;: TIME: 10-0:,-9> 08:1511', 100;' i>dHl N', b;:'f! fiJRl( 0Cl<[ TO:SEPTOOEk 30, ESTlI'I<TE N':)" lITE',: TOTAl I Wl1 \ INO. 1 qJANTITY 1 1 1-1-1-1 115 1 522,562 I UN, 10000LE YELLIl> CENTER STRIPE I 11FT, IAT I lE, SPtC 1-1-1-\ 116 ! 344 I UN, IPAINTEO 8ARRIER STRIPE I I I FT, IAT 4 LB, sPEC 1-'-/-1-1 117 I 536,606 I UN, IPAINTEO Eoot STRIPE I I / FT. IAT 4 LB, SPEC 1-1-1-1 I 1 PREVIIlIS I PRfStNT 1 TOTAL i PR:Y11lIS 1 PRfSE'1T 1 TOTAL I llIlT 910 I (lJA~TITY ! (lJA~T1TY 1 o.IA~T1TY I A'llIiT I f>IIOJ:T I A'llIiT 1 I_I_J_I_I~I-I--I I 0,0562 I 265014.00 I 79411.20 I 364425.201 $16,561.81 1 $U21.13! $11,209.55 I I UN. fT. I UN. FT, I UN. FT. I LIN, FT. I I. I I I I_I_I_I~I-I-l I 0.0799 I 1373.00 I 0.00 1 1373.00 1 $106,33 I $0.00 I $106.33 1 I UN, FT. 1 UN. FT. 1 LIN. FT. J UN, FT. I I ! I l-I-\-I-!~\--I-I I 0,0351 I 164472,00 I 70362.40 I 234954.10 I $5,772.97 I $2.l7O,12 I 16,213.39 I I L1N. FT. I UN, FT. I UN. FT. ! LIN. FT, 1 \ I I !_I_I_I_I~I-I-i 1 1154,617.46 I 19,261.06 I 15:,078.51 I 1 I! I I 1-5\ RETAINED PER CO'>1RACTI ($2. 710.67)1 (~63.05)1 (13,203.93)1 I I I I I I TOTALS I $52,076.56 I 18,798,00 I 150,874.59 i I hereby certify 0'1 !mor ti>3, ~he aixlve ,:"ti"'te is bosed~~~~ /. .1...1' I~!_!_i I'I'easur-ments and tret tre sarre lS true ana correct. ~ ~.\~ , (;oJ,t\' Engineer HE!( OESCRIPTlCI> w",ra,t No,__ Tot.l AroJ'lt, 16,196.00 I. the undersigoed, hlVir1Q first been duly..,,,,, do ......eby deoose and say tMt no 1e100rer, \IOf'lq,en or rreGran;c so anp1cwed in CO'Y)eCtic:n llrith performa"lCe Of this \IO"k ras b-?e~, ~id lesS" t~, th= Drev~iling rate of wage as SoecHlli in t"e orincioal CO"ltract, and that tre ab:we b,1) ;s true and corr~; 41d th3:t there ;s lLe Ire this elate, ~rd;~ to C01tract, tt'e sum of $B,79S.0C a"ld tt'et tre sarre o~ any pe:'t th?"eof ha$ not been paic. 15i9-H"')~~-A &'H{;. CL1J;7 11-_ ~~Q---n . .jJ,~,o t.r Oon&JL:" 5;0,:""'" :: s",{/,o ""0" " '"" LI_.",. cf U!-e' , 19b, 4,cG ~~'<J- - -- -.:::> tr'tle"<<' P~'it U . C:,. --- canty ~-- Cr\lirm>-" Boord of Canty Com;"i""... /hmLu J4 L/IIIP' (;":) 7,tw e:;rirhpTJ- Pn1l-Q.- -- elL lOx ~ Z ?" I ~" 'DNp SKip cDGe (,0"" Bfjl/Kie~ :Skip . 2 3 4 5 6 7 e , q. /I. ~ 'I 2[/,1. UIJf'.tI'i 7?n, . /'67 3 ',,- UUl1l~ /LfUWDeuT'6FF' /,S'Ir 41 'PF'lUl,J ClZEEIc- '11l'l I/.V05 5 E. A : '1)J) .1.6n .'i83 ,'707 6 l.i NEl~AtJ ,.,i~,- 7lo .Q31l 71'/JJt>/1,'f),H" '1)(\ ;;J.,01l9 $.;13 p.;'''! e[.;-r.u-n. (Jft~.rr Rfi .035 .ot.-X /&f</ 9 1'E1I.rY>~"AT;OV po;ItJT I<Il .083 '0 'Pllfld(\; ~F (AIIU 1-11\, ./0"1/ 1.05~ .5"5;). 'I. 'm. 11 q-t;~-'6q .2 l' 81'1\.1 'RD. .1<'1.:;1. ;J. "..'l .00" <;,&f15 I. '11 UlnAt.. BAV 'i'lO .013 :2 ,,,SI/ ;Z.1l/:L .. SWJ'lNSoIJV;IIt.- f?j). .1.I.q :;.'- Y3 .1"11 15 TAl00r "JAu .'{5Q .6 lullu ./S/~ ,73'1 17 1\; ;',F .5'oq .e TDn:/LS 1'/ q.." IS,b<l '1 'is to 3.::>''>, 1-:<iI 1/ '9 Y. Is':! 1le:> S2-~D XS:l-'iV )(SJ.8o )JS;l. 8D 20 21 22 23 24 ',. 25 26 27 28 29 . 30 3' 32 33 TnT>'!' 'P1'Pt- ~IoD'~1 -ic."II,? '/1500,9 -".....9,:!,V ,'''''', Ii' ~ V .~ .. ?rOject: PAVEME'(;' IY'!'~i~ ~S6;, \'t..l'\:o.:s c:t~:Y ~~ (XJJ.\1)' F()A~ V,(JJECT ~O aas COORt.:;TOR: !ITe..! TOTAl 11IIlT I ITEI'. INO. 1 QJANTlTY I! De5.."RIPn(l, I-J-I-I ill 249,421 I U~. ISKIP CENTER STRIPE I I I FT, I 1-\-1-1 I .2 I 322,872 I UN, ISKIP Ce.1ER STRIPE WITH t-I:) PASS I I I FT. 1 1-1--1-1 I 3 I 4.114 I L1N. IPAINTEO 8'm STRIPE 1 I 1 F!, 1 1-1---1-\ ! 4 I 522,562 1 LIS, 100000LE YELL(\; ce.m STRIPE I 1 1 r;. I 1-\-1-1 I 5 I 344 I L1N. !pA1NTtO BARRIER STRIPE I! I Fi. I 1-1----\--:-1 I 6! 536,6:6 1 LIN. !pAINTED EOOE STRIPE 1 1 1FT. 1 1-1-1-\ I 1 I 815.0 , L1N. IPLASTIC STOP 8AR5 1 1 I FT. 1 1-1-1-1 I 8 I 20.0 I tW. !TYPE II lANE _ERS ! 1 \ I :-\-1-; 1 9: u i E', iPc~TIC !RImc A!<f(~ ! I ,; l-:-:-]-! I ~Cl ;.t' ~ S:';?L..AST1C STC? 9tc;: I, ! YC, I(REMO'l~L) ~--!-;~-i 58U ' ~I", iPJ6TlC Cf(J;S W~LI\S I, !", 1 I-!---'-I-I ;~2 I 2(S,'i1 JL:~~. JSK1P C9i~ER Sif.:~PE I I I FT. IAT 4 LB, SP:C l~;---;-j 1'3 1 312,812 \ U~, ISKIP creER STRIPE WITH NO PASS I I ! Fi, IAT 4 LB, SP:C 1-1-1-1 114 1 4,114: L:~, IP~IN1EO 8'm STRIPE I I I', IAT 4 LB, SP:C I-!-,-I '~~"'." "'" ., I,>."" ({"'l. ;'] 1'-. ,~~, ",,",' D \11 IE 0 8EP 111989 J EFF1:f~ C'O. Pt -.U 1\' cou O)..~;:,~,:E:fE",?;,,~~~!AQ,!<1t{$>RI<S D N~Y r:J.RA, """01" ,.M,(j.,\ "Ul i},!B-.Tbdi13 c:-;:, oJ:.:oK. O'TE: WE: 05-50".8, 09:311J'. ~ ~E TO:~T 31.1989 ESTI~~TE N~,: ! PRfllM 1 PRESENT 1 TOTAl ! PllEVIM I PRESC:'>1 I TOTAl UNIT 810 \ QJA:ITJ1Y 1 QJA\711Y 1 QJI.\Tv I A'ID,; I IKJJ>~ 1 IKJJ" ! \-1-\--1-1-1-1 I 0,011 I 46121,00 1 0.00 1 46121,00 1 178S.26 \ 10.00 I t78S,26 I ; LIN. Fi. I UN. FT. t, UN, Fi, 1 UN, Fi, i I j I 1-1-1-1-\-1-1-1 I 0.041 I .73682,00 1 0.00 I 13682.00 1 $3,020-S6 I $0.00 \ $3,020.96 I 1 LI~, 1'1. I UN. FT. 1 LIN. FT. I UN, FT. I I 1 1 1-\-1-\-1-1-1-\ 1 $0,06 I 108.00 1 0.00 I 708.00 I $42.48 1 $0.00 1 $42.18 \ 1 UN, FT. 1 LIN. FT. I UN. FT. I UN. FT. I 1 I 1 1 \-\-\-1-\-1-'-; ! $0.06 I 93900,00 1 0.00 I 83900.00 I 15,634.00 1 10.00 I 15,634.00 1 1 LIN, fT, \ US. FT, I U~. FT. I UN, fL I ! I I I-I-I-I-!-I-I-I ! 0.081 I I 0.00 ! 0.00 I $0.00 I $0.00 ! $0.00 1 UN. FL 1 UN. fT, 1 LW, FT. i LIN, FL 1 1 \ I 1-1-1-1-1-1-1 0.036 1 288394.00 I 0.00 I 28639-\.00 1 $10,381.18 I $0.00 1 110,382.18 I I LI~. FT, i LIN, FT. I LIN, FT. I LIN, fT. I 1 1 I \-1-1-1-1-1-1--1 I $2.60 I 1 902.00 I 902.00 I $0.00 1 12,345.20 1 $2,345.20 I I UN. FT. I UN. fT. I L1~. r;, \ LIN, Fr. 1 Ii! ! !-!-I-!-!-I-! I $252.00 I 1 0,00 I 0,00 1 $0.00 I $C.OO I 10.00 ! I !!..Ii, 1 1!..Ii, \ !!..Ii, I H.,.~. 1 1 : I -;-;-l-i-~.:-:-_-:-:---! $4UO I 1 3,00 : 3,00 ! IO.OO! $132.00! $131.00 I EA. EJ" EA., EA. I I 1 I ;-]-,-j-\-!-: $'2.~~ ~ I c,oe ! C.C~ ! $~.OC I $:.O~ ! $'.a~ ! ! SQ. YO. 1 50, YO, I SQ, VO. ! SO YO. ! -.-----.-I-i~;-l-I-- $(.2~, I 55~.:~ \ Sf,~.::. I t:,C: ~ $~.2~S.tC! ti.~5S.~C: I LIN, FT, 1 UN. Fi. 1 U~, fL I UN. Fi. 1 1 I ! \-1-1-1-1-1-1-1 1 C-C166! 134482,00 I 5201.00 I 139683.00 1 $2,259.30 1 $81.38 I $2,346.51 I 1 LIN, FT, 1 LIN. 1'1. I LIN, FT. ! UN. FT. ! ! 1 i :-I--"-:-I-I-!-I 0.0399 I 146511,001 14240,00 I 159157,00 I 15,806.13 I $568,18! $6,371.30 I 1 LIN. FT, I UN. FT. I UN. Fr. 1 U~, fL 1 I 1 I \--I-I-\-\-I-!-I 1 0,0581 I 211.0: 1 0,00 1 2:1.00 I $12.18 ! $:,00 1 $11,21 \ I LI~, Fr, ! UN.~, I LI~, fT, I UN, 1'7, I 1 I II--I-I-I--I-!----I-' PA3, 1 ":""'" - ProJec,: PAVEI'a>r rAAKINS 1m, VIJ<IWS Cl:um R"~ CW.':)' ROAD PI(.:JECI !ollO ece . OO'iTR/.CTOf:; c::uIi,( Cf JEFFEkS)~. ST,(~E 0;; l'it&i!NGTO'; CO'\TR/.CTI'OJ01E1< D€lAI~ w>>; 91,[:" DATE: 05-Sep-6S liME: 09:311/01 In;>.;: Oi:1lf3 C",'dOj:~ 1m< OCl'lE TO:=T 31. 1ge9 esTWATE 00.: !!TE/oI! . TOTAL I LlilT 1 100. I QJAIITJTY , I 1-1-1-1 115 I 522,562 I UN. IIXUILE mLa< CENTER STRIPf I I I FT. IAT 4 LB. SPfC 1-1-1-1 116 I 344 I tIN. IPAINTEO BARRIER STRIPf I 11FT, IAT 4 LB, SPEC 1-1--'--/-1 1.17 1 536,606 I LIN. IPAINTED EOOE STRIPf I 11FT. IAI 4 LB. SPEC 1-1-1-1 I PRfVIWS I PRESENT I TOTAL I PRfVIWS I PRESa.1 I TOTAL 1 ! !.tilT 810 ! Q.JNlfllY I Q.JloNlIlY I Q.JNITflY I I/oWiI 1 I/oWiI 1 A'OJ\I I I--I--:;I-I--!--I-I-I 1 0.0562.1 260515.00 I 24499,00 I 265014,00 I $15,161.91 1 $1,425,64 I $16,561,61 I ! UN, FT. I UN. FT. I UN. FT. 1 tIN. FT, 1 I 1 I 1-1-"-'--1-1-1-1-1-1 1 0.0769 I 1313.00 I 0,00 1 1373.00 1 $10U3 I $0.00 I 1108.33 I 1 UN. FT, 1 tIN, FT. / tIN, FT. 1 tIN. FT, I 1 1 1 I 1-1--1-1-1_1_1 I 0.0351! 164412.001 0,001 164412.001 15,112.91 I 10,001 15,112.911 ! UN. FT. I L1N. FT. 1 L1N. FT, I UN, FT. I I ! I I 1-1-1--1_1_1_1 1 / $4e,969.86 I 15,621,591 $54,611.46 I 1 1 1 1 I 1-5. RETAINED PfR CO'ITRACTI (12,449.49)1 (129U6)1 (12,ne.81)1 1 1 I 1 I 1 TOTALS 1 $46,540.37! 15,536.21 I $52,076.56 I I t.!reby certify O1lmortl-.t the above esti..:. is ~~ ..6c# 1_1_1_1 II'SaSlJrmmts erd trat tre salle ;s true and corre:t. -.' . CMty Engineer !TEl', DESCRIPTlCl\ !;am:" No._ Totall<raJnL $5,536,21 I, the <.r1darsigned, I-ovi'9 first bee1 clJly 5><>"", do hereby depose wi say tret no laborer, IO"'~ or rre:::r-anic so BT~lt1JEd in CO'Y'IE!CtiO"l with perforrral"\Ce of this "",k !-as bee1 paid less tl-on the prevailing rat. of ~ as specifiee in tt'l? princioa"i CCTitract. and t1at t~ atove bi;1 is tr-~ osri co:-:"e..:t; a'lci th3t tre."e is due rre this cia~e, according to CO'itra:t, tre Si$' of $5.53&,Z~ &"ld tl-at tt'e sar.e or ~"lJ' part t~~eof has not bee1 paid. (S'g' Kace) '>>1(f'~,d,--~,," ~ ,d'~,~ &:bsc'ibad .no 5.""" to oefo"e,,,, :0;5 ~o.l o/*'~'98Q brhc-,- -Rc. ,,'-~< l.l...\)o(,Al''-~o CN-oe:-eC Pi!iC: - 8y Co..rlty Auditor' Cn!lirn'dr'l, Bo!rd of CoJr'lty CamnssiO"le,",!'. -- .- 10- Project: PAVOOIT rARKINlJ 1989, VARIa.!) ~TY ROAr)5 ~TY OOAD PI<OJECT MlO 808 c:arrRACTOR, IITEMI TOTAL 1 UNIT / ITEM INO, I (lJANTITY I I DESCRIPTlCII 1-1-1-1 I I I 249,421 I LIN. ISKIP CENTER STRIPE / I / FT, 1 1-1-1-1 I 21 322,812 I UN. /SKIP CENTER STRIPE WITH NO PASS 1 I I FT. I 1-1--1-1 I 3 I 4,114 1 UN. /PAINTED 8'roRf STRIPE 1 / I FT, 1 1-1--1--1 1 . 4 I 522.552 1 LIN. I0CU3LE YELLOI/ CENTER STRIPE / j 1 FT, I /-1-1-1 / 5 1 344 I UN. JPAINTED BARRIER STRIPE I 11FT. I 1-1-1-1 I. 5 I . 535,505 / LIN. IPAINTED EOOE STRIPE I 11FT. I 1-'-/-1---1 1 1 I 815.0 / LIN. IpusTIC STOP BAR3 I 1 I FT. 1 1-1-/---1 I 8 1 20,0 ItW. ITYPE II lANE I>WlKERS j / I 1 1-1-1-/ 1 9./ 4.0 I EA. IpusTIC TRAFFIC ARRI),o,5 I I 1 I 1-1-----,-1-1 110 I 9,0 / SQ. IpusTIC STOP 8AR I / !yO. I(REMlVAL) 1-1-/-1 111 I 580.0 1 UN, IpusTlC C1lOSS WALXS I I / FT. I 1-1-1-1 112 1 249,421 / LIN. ISKIP ctNTER STRIPE I I 1FT, .IAT 4 LB, SPEC 1-1-1-1 I 13 I 322,812 I UN, ISKIP CENTER STRIPE WITH NO PASS I 11FT, IAT 4 LB, SPEC 1-1-1-1 114 / 4,114 I LIN. /PAINTED 8'OORE STRIPE I 11FT, JAT 4 LB, SPEC 1-/-1-1 . . . . . .- IXUITY OF JEFFEKSOO, STATE OF WASiINGTCti IXNTRACT 'IO.K:HER DETAIL fiJRK 9iEET CATE, TIME: In"", iJt: Jr13 CI-i<'db/'~ fiJRK OlIE TO:AIXlJST 31.19S9 05.Sep-89 09,31 ~ ESn~TE tlQ,: 1 1 PREVjaJS 1 PRESENT I TOTAL I PREVlaJS 1 PRESe.1 I TOTAL 1 I UNIT 810 I (lJANT1TY I (lIANTlTY I QJANTITY I A'Ul/T / A'Ul/T I ~T I 1-/---1-1--1-1-1-1 1 0.017 / 45421,00 1 0.00 I 45421,00/ $169.25/ 10.001 $189.25 1 . 1 UN. FT, 1 UN, FT. / LIN. FL 1 LIN. FT. 1 1 1 1 1-1-/-1--1-1-1-1 1 0.041 / 13582.00 I 0.00 / 13582.00 1 $3,020.95 1 10.00 1 13,020.95 / 1 UN, FT. I LIN. FT. I UN. FT. j UN. FT. I I I 1 I-I--I----I-!-I-I-j 1 10,05 / 108.00 I 0.00 1 108.00 1 $lU8 I 10.00 I 14U8 1 I UN. FT. 1 UN. FT, / UN, FT. I UN. FT. 1 1 / 1 1-1-1--1-1--1-/-/ 1 10.05 1 93900.00 1 0.00 1 93900.00 / 15,534.00 1 $0.00 1 15,534.00 1 1 UN. FT. 1 UN. FT. 1 UN. FT. I UN. FT. 1 1 / / 1-1--/-1-1-1-/-/ 1 0.081 1 / 0.00 1 0.00 / 10.00 I 10.00 1 10.00 I 1 UN. FT, I LIN. FT. / UN. FT. / UN. FT. 1 / 1 I 1-1-/--1-1-1-1-/ 1 0.036 1 288394.00 I 0.00 1 288394.00 1 $10,382.18 1 $0.00 1 $10,382.18 I I UN, FT. 1 LlN. FT. I UN. F1. I UN. FT, I I I I 1-1-1-1-1-1-1-/ / $2.50 1 I 902.00 1 902.00 1 $0.00 1 $2,345,20 1 $2.345.20 I 1 UN. FT, 1 UN. FL I UN. FT. I LlN. FT. I 1 I I /-1-1-/-1-1-1-1 I $252,00 / 1 0.00 1 0.00 1 $0,00 I $0.00 I $0.00 I I HUN. 1 HUN. 1 HUN. 1 HUN, 1 1 I 1 1 /-1-/-1-1-/-1 I $44,00 1 1 3.00 1 3.00 1 $0.00 1 $132.00 I $132.00 / 1 EA. 1 EA. I fA. I EA. I 1 1 I 1-/-/-/-1-/-1-1 1 $12.00 I I 0.00 / 0.00 I $0.00 I $0.00 / 10.00 I I SQ, YO. 1 SQ. YO, / 51. YO. / SQ, YO. 1 I 1 I 1-1-/-1-1-1-1-1 I $2.25 1 1 554.00 1 554,001 $0.00 1 $1,259,00 1 $1,259,00/ 1 UN. FT. 1 LIN. FT. I UN. FT. 1 LIN. FT. 1 I 1 1 /-1-1-/-1-1-1-1 I 0.0158 1 134482,00 I 5201.00 1 139583.00 I $2,259.30 I $81,38 / $2,345.51 I 1 UN. F1. 1 UN, FT. 1 LIN, FT, 1 UN. F1. I I I I 1 I-c---I--I-I-I-/-/ 1 0,0399 1 145511,00 / 14240,00 I 159151,00 1 $5,805,13 j $\58,18 1 $5,314.30 1 1 UN. FT. 1 UN, FT. 1 UN. FT. 1 LIN, H. 1 I 1 / 1--1-/-1-/-/-1-/ / 0.0582 1 211.00 I 0,00 / 211,00 I $12.28 1 $0,00 I $12.28 / 1 UN. FT, I LIN, FT. I LIN. F1. I UN, FT. I I I / /--1-1-1-1-/--1-/ ~ .f - '-- Project: PAVE!ofNT MARKlljG 1989. VARIWS Cl:lJ<TY ~1l3 OOJNTY ROAD PROJECT MTO 808 ~TRACTDR: OOJNTY Of JEFF~, STATE Of WASHINGTCfi ~TRACT IIlJOiER DETAIL 1'00\ SlEET DATE: OS-Sep-89 mE: OS:31N>1 Inp.Jt "/:KG CI-k'd by:.a:- iIJRK !WE TO:AOO.JST 31.1989 IITEMI TOTAL IImT I 100. I QJIiITlTY I I 1-1-1-1 115 I 522,562 I UN. IIXUlLE YaLCIi CENTER STRIPE I 1 1 FL IAT 4 LB. SPEC 1-/-/ I /16 1 344 1 UN, IPAINltO BARRIER STRIPE I 1 1 FL IAT 4 LB. SPEC 1-1-1-1 1 17 I 536,606 I LIN, IPAINTED EOOE STRIPE I I I FT. IAT 4 LB. SPEC /-1-1-1 ESTlI'.\TE 00.: ITEM retRIPTJW I I PREVIWS 1 PRESENT 1 TOTAL 1 PREVIWS 1 PRfSENT I TOTAL 1 1 l4'IIT 81D 1 QJA'fTlTY I QJIiITlTY I QJA~TlTY 1 A'l:l.l<T I ~T I A'lJ./iT I 1--/-1_1_1__1_1_1 1 D.0582 I 260515.001 24499.00' 28501(.00 I $15,161.97 I $1,425.84 1 $16,587.81 1 I UN. FT. 1 UN. FT. I LlN, FT. I LlN, FL I 1 1 1 1-1-/-1-1-1-1-1 1 0-0789 I 1373.00 1 0.00 I 1373,00 1 $108.33 1 $0.00 / $108.33 1 1 UN. FT, 1 UN. F!, 1 LIN, FT. 1 UN, FL 1 / I I /-1-1-1-1-1-1-1 1 0.0351 I 16m2.00 1 0.00 1 164472.00 1 $5,172.97 1 $0.00 1 $5,712,97 1 I LIN. FT. 1 LlN. FT. I LlN. FT. I LlN, FT. I 1 1 I 1 /-1-1----1-1--1_1 I 1 $48,989.86 I $5,827.59 I 154,817.46 1 I 1 I I I 1-5% RETAINED PER COOTRACTI (12,449.49)1 W9L38J1 ($2,740.87)1 1 1 / 1 1 1 TOTALS 1146,540.37 1 15,536.21 I 152,076.58 I I /_1_1_1 iIilrr..,t No._ Total AnoJnt. 15,536,21 I t-areby Cl!I'tify <1\ imlr th,t tre alx>ve esti"'te is basoo up;" ectlial lISilSU"""'ts aI'<! that tre "lire is true aI'<! correct, County Erl!ineer I. tre lJrlIJersig19;i: having first b<a1 cLly S>Om, do fereby deiXlSe oncI say that no la"""", "",!<non or "",,""'it so "",Toyed in ttmetti<1\ with perfonl<lrCe of this ,.,..k has a." p'id less tho:1 ti>! prevoi1ing rate of wage as specified in tl-e prircipal taltract. "'<l that tre abow bill is true and correct; <nd tret ti'ere is due '" this date. according to tll'ltract, ti>! "'" of 15,536.21 and thot tre sane or ilnypart trereof has r<>t b<a1 paid. for SJbstribe:l oncI """" to before '" this __day of_, 1989. CMty Auditor Ordered Paid Sy Ci'ail'lllln, Boord of County Carmissimers - "- . (J) q-/-RCf M 4" ' <'I,,~-\:'t4t;t1, ..- ",... ."~ ',~.. , ~l.!.;'; !p DtJp SkiP li'-11.j?9 I\ip 2 3 . 5 II 7 II I 1 OLD ,-",,,1 /'/0'1 2 W. U/JUb V/.f). I .S~S j,;llq . oS:). 3 ::;'l'lRni tJf:t<' P. OM 1, @.(). .'1:;13 .1;).'/ ,o'{v · I\/.I'I r.;aR";II\l"'1l 1-1,,)\1 II, ;r~q , S8'i' . 8~q 5 Tc<rl<lt. m., 10"'6':;-' l;l.I.q'1 4/,H ,Q'l5 6 $:1 to )(S?~o )(5210 7 II l..ilJ. PI. '<I~'1n\ 'VV'1'.~ "Olol,~' k:R 8 ~"" ,II<1qq ,not .~ "". .i!1'!it. 1<1':1 'In 10 11 12 13 I. 15 16 17 18 18 20 2' 22 23 2_ - 25 26 27 28 2\l 30 " 32 33 c.l-)ec<.e>Q &Y ~ , "".." " {:'j,.,,-," (0.' . q-l-xqkR ., I r .a.G\Y'\l:~1~'::"i'11''71,'I,cI'\''!' i '<c' '. ~. .';",., " ..iili".i;1i" .. "":;', :>.."'~-' ,~' ';~k'1~'t;~'i.<'L !STop x: 09"Wo 611~s WilLIG '<6 , 2 , . 5 . 7 1 I 'jJ~q-8'l 2 Lv. /Jtlt..Lell :2.1,5 1,13 ::L , (I./-!oo II I I . '1+"- ' ;).,<; 5 (!.HimACunL II\) . ;;;.J I'll 6 6f1f?{)FJ.} (7.{.u {.l II,S 7 rYI",v>^~ 1;1- 1 r - fJT. 11.5 e 3 -I 0 - 't'l 10 Fou"- {!DIlIlJel'.S .;l. ::2'1 " (<il , ;1.5.5 12 THE:I'ITRe IIfS '3 /> 8 Mr.1+ 1'1 10 6f1RfliAJee. ooJ IIjAmIlAI,(J 110 '5 CAPe GeoRGI":".<; Ili...,.. lJ. ;1.2- 16 JArllh m', II... ;2.'( 17 , <: fl'~~. .2.2- II l-!,q<:;Ji.JO /1 IVC!f/Pf3 t:FrOhF:: W~e " 2f) I {!flPf3" (.;~r.F -1,<;', (};",r. s ~I/.~ 21 1\- 6AlI Jle;q Jnj 1/1 22 /:JAn ( ,~ 8W.A v /S.5 23 '''-L atP. I;).. 2" ToT19L- - "2tL/o S ;l'1">'''' :3 25 7RevIoUJi 7F16 E T (JJ""}q/--- .. 5101.5 :2'11 . 26 .,n '.1!'''..., .!_.- '1n') 5(01/" 3, 27 . "'.' ,;;,,,;,,\ .- 21 :w 30 " S2 )3 70TflL:5 :>.JJ.. '" 1'l-1? '2 c.~<<~(..,. "y -s~ .-re ., - II'Dnll1 A- /f:P'JI:: C2; q.I-<(q J<{),. - . I "PAI/ F';Tj "'" ATE: ~ 1'71.AU/~ un c; "'flGi~ /], ~'.~ STop x ~ 6R 1lS I.tJIlL/(5 "<(.Is , 2 , . 5 . 7 . I<}-~-g~ 2 "u" Ot>JJ-LJj /I,S , ... 15 . thtlN NI( I IAJreRSPc::rioJJ SI :2'8 I 5 -. .;L /)<f . .~~II~ /7.S 71 AI. mllPIIo. -tS. maPLe. M · 1Y/t1<o";,. lto . f'lPflQfJ LlU"; J!3 '0 (Il-1/rYltlCU"" fill/" Ill! 1"'- II ~ Rfl (f{tPIJill. \ I'D 12 A /d"-'" "- ::1. :)1/. S " fUJ. 17.."> ulq -M -<f .. 12::l. I' PP;<;"tJ /3 ,. l",tA. II 17 _A /;l. 18 '8-'1- 'iiq n.s I. mu.ItJCip 20 rflP.YV>~AJr :;l. J7,'j 2' - .3 </</ 22 '" /;;J.,5 23 .-:. 0" ,,0. flY 2. {1.1>'lCY PI> i A Jr . IS' Z5 tI""" 2. :>.<(.s 26 Hp 01-.. D-r :n 27 /> IL A' 1/ 28 /)11 /J..,..A ;l::L 28 flLl"'nA P n 2- ;23 50 [(l,,~, I e 19.5 ,,1 Ptl~ -I r; I:l.. S2 Ci(dP 0" /0 " ToTI9L5 )ViIS J. '1 J CPea.e::, ill' sK Projec:: PAVOO~ MARK:1Il ~S89, VAR:ClJS o:mTY RCACS ~TY ror.O PkOJECT MTO 808 c::r.'TRACTOR: APPlY A LINE, INC. 106 F~TAGf RD. 00, PACIFIC, WA. 98041 iITEJoII T01AL ! It'IT 1 ITEM INO. 1 Q,JA'ITlTY I I DESCRIPTlCJI 1-/-1-/ , 1 1 249,421 I LIN. ISKIP CENTER STRIPE I 11FT. 1 1-1-1-1 ! 2 1 322,871 I L1N. !SKIP CENTER STRIPE WITl100 PASS 1 11FT. I 1-1-1-1 1 3 I 4,174 1 LIN. IPAINTEO 8'OORf STRIPE ill FT. 1 1-1-1-1 ! 4 I 522,562 I UN. IIll.l3LE YELL~ CENTER STRIPE '11FT, I 1-1-1-1 1 5 I 344 I UN, IPAINTEO BARRIER STRIPE ! 1 I FT. 1 1-1-1-1 ! 6 1 536,606 1 L1N. IPAINTEO EOOE STRIPE 1 1 1FT. 1 1-1-1-1 1 7 1 B7S.0! LIN. IPLASTlC SICl> BARl ! 1 ! FT. I I-I-!-I I 8: 20,0 : iW, ITYPE II LANE i'AIlKERS I 1 ., !-1-1-1 I 9 1 U I EA. IPLASTlC TRAFFIC ARRrJr6 ! 1 1 I 1-1-;-1 i 10 i 9.0 i il? iPLASTIC STCl> BAR I: I YO. j(ROOV4,) 1-1-1-1 1 11 1 580,0 I L1N. IPlASTIC = WALKS I 11FT. I 1-1-1-1 1'2 I 249,421 I L1N, ISKIP CENTER STRIPE 1 1 I FT, IAT 4 lB. SPEC !-I-I-I I 13 1 322,871: L1N, ISKIP CfJ>-rER STRIPE WIlli NC PASS 1 I 1FT. IAT 4 lB, SPEC 1_'_1_1 I 14 i 4,114 i UN, iPAINTEO 8'00Il[ STRIPE :: I F:. jAi 4 LB. SPt~ 1-1-'-1 ~;i:',t ~- .- ',~ '" au.'1Y [f JEFFERSW. STATE [f WA91!r.\;TCt; ro.'TRACT I':lXliER D€TAIL IO'lK 9<Erf Inp;t bt,~ Ct><'dbt:~ DATE: 04-"".8S T:~: 01,18 II'i IO'lK OO'lE 10:JUcY 31, 1S89 ESTli'ATE 00,: ! Pi<fVIClJS I PRESENT 1 TOTAL I Pi<fVIClJS I Pt1ESEII'T ! TOTAL ~IT 810 1 QJANTlTY I QJ4\TITY 1 QJANTlTY I ~T 1 IKJ)" I ~T ! 1_1_1_1_'_1_1 0.C11 i i 46t21,OO 1 46t21,OO i $0.00 i $18U:! mU6 1 L1N. FT, ! L1N. FT. I L1N, FT, 1 LIN, FT. 1 1 1 1 1-1-1-1-1-1-1 1 0,041 I I 13682.00 1 736e2.00 1 $0.00 1 $3,020.96 1 $3,020.95 1 I UN. FT, 1 LHi, FT, 1 UN, FT, 1 LIN. FT. I I , 1 1-1-1-1-1-1-1-1 I $0,05 1 I 10B.00 1 708.00 I $0,00 I $42.48 1 $42.48 1 I UN. FT. 1 L1N. FT. I UN. FT. I UN. FT. I 1 1 I I-I-I--I-I-I-I-! 1 $0.06 1 1 S3S00.00 I 93S00.00 1 $0.00 I $5,63.\.00 1 $5,634.00 1 I UN. FT. 1 UN, FT. 1 UN, FT, I LIN, FT. I 1 1 1 I-!-I-I-I-I-I-I 1 O,OBl I 1 0.00 1 0.00 1 $0.00 1 $0.00 I $0.00 1 1 UN. FT, I UN, FT. I UN, FT. 1 L1N, FT. 1 1 1 1 1-1-1-1-1-1-1-1 I 0,036 I 1 288394,00 I 28B394,OO 1 $0.00 I $10,382.18 I $10,382.18 1 1 L1N, FT, I UN, FT, 1 UN. FT, 1 UN, FT, I I 1 I 1-1-1-1-1-1-1-1 I $2.60 1 I 0.00 1 0.00 I $0.00 1 $0,00 1 $0.00 1 1 UN, FT. I L1N. FT. ! L1N, FT. 1 UN. FT. I 1 I I-I-I-I-)-!-I-I 1 $252.00 1 1 0.00 I 0.001 $0.00 1 $0,00 ! $0.00 1 I IIJN, I IIJN. I IW. 1 fIJ\. 1 I I ! 1-1-1-1-1-1-1-1 1 $4UO I I 0.001 0.001 $0.00 I $0.001 $0,001 I EA, 1 EA, 1 EA. 1 EA. 1 ! 1 I I-I-I-I-I-i-I-I i $12,00 1 1 0.00 ! 0.00 I $0.00 1 $0.00 i $0.00 i , 5:). YO, 1 il? YO. 1 SO, YO. 1 5:), YO, I I I I 1-1-1-1-1-1-1-1 1 $2.25 1 1 0.00 1 0.00 1 $0.00 1 $0,00 I $0.00 1 1 UN. FT, 1 UN, FT, 1 UN, FT. 1 L1N, FT, I ! I ! 1-1-1-1-1-1-1-1 I 0.0168 1 1 134482.00 I 134482,00 I $0.00 1 $2,259.30 1 $2,259.30 1 1 UN. FT. ! LtN. FT, 1 LIN, FT. I LIN, FT. 1 1 I 1 1 1-1-1-1-1-1-1 1 U39S I 1 14551LOO 1 14551UO I 10,00 1 $5,B05.13 I $5,806,13 1 I UN. FT, ! LIN, FT, 1 UN, FT. I L1N, FT. I 1 I ! 1 !-!-I-I-I-:-I I O,05B2 1 I 211.00 1 211.00 1 $0.00 1 $12.28 1 $12.28 I 1 UN. fj, , UN, F1, 1 LI', FT, I LIN. FT, ! 1 1 : i-l-I-I-:-I-I P!I:;: ' Projoc:t: PAYEMfNT rAAl\ING 1989, YARIOJS COJ(TY ~ COJffi' ROAD PROJECT MlO 808 ~TR~CTOR; 01tIf( [j' JEFFERS::W, STATE OF WA911N3TO'I ~TAACT YClXliER DETAIL IOlK 5iEE: InM "/:158 ""'dl1t:g APPlY A lINE, INC. 106 FROOAGE RO, NO. PACIFIC, WA. 98041 !lATE: 04..4l1J-89 T11oE: 01:1811'0 IOlK tlJiE TO:JUlY 31, 1989 ESTIMATE NO.: IlTEIII TOTAl 1 um I INO, 1 QJAITlTY 1 I 1-/-1-1 115 t 522,562 I UN. 10000lE YaLt\'I CENTER STRIPE 1 11FT. IAT 4 LB, SPEC I-I-I~I 116 1 344 I UN. IPAINTEO 8ARRIER STRIPE I I I FT. tAT 4 LB, SPEC \-1-\-1 1.11 1 536,606 1 UN, IPAINTED EOOl: STRIPE I I I FT. IAT 4 LB, SPEC \-1--1-,-\ I 1 PREYIOJS I PRESENT 1 TOTAl 1 PREYIOJS I PRESE?H I TOTI<. I i um BID 1 QJA'iTlTY 1 QJAITlTY 1 QJANTlTY I /HJ.IIT ! /HJ.IIT I !/'O.I\T I /-1-1-1-1-1-1-1 1 0,0582 1 I 260515.00 1 260515,00 I 10.00 I 115,161.91 1 115,161.91 1 I UN. FT. 1 lIN, FT. I UN. FT. I UN. FT. I I I I 1-1-1-1-1-1-1-1 I 0,0189 1 I 1313,00 I 1313.D0 1 10.00 I 1108.33 I 110U3 I I UN. FT, 1 UN. FT. 1 UN, FT, 1 UN, FT. 1 I I 1 1-1-1-1-1-1-1-1 1 0,0351 I I 164412.00 I 164412,00 1 10,QO I 15,112,91 1 15,112-911 1 UN. FT, 1 UN, FT. 1 UN, FT. 1 UN. FT. 1 1 I 1 1-1-1-1-1-1-1-1 1 Slll TOTAl I 10.00 I $48,9B9,86 1 $48,989.86 1 ill 1 1 1-5\ RETAINED PER OO'>TRACTI 10.00 1 (12,4(9,49)1 (12,449.4S)/ 1 I! 1 1 1 TOTAlS I 10.00 I $46,540.31 I $46,540.311 I !-ere"" cert,ty en h:noo that ti-e obm estimate is bosed ~}"~"" ~_ )~ 1-1-1-1 """SUre:B'lts ord that ti-e sarre is true ...; correct. ~ . Catlty Engi""'" HE.'! DESCRIPTICIi Horront No._ Tot,] /mlS1t. $46,540.31 I, ti-e U'ldersi!l'lE'd. n.ving first bee1 clJly ...,.", Co teoeby depose"'; soy th.!lt I\j latorsr, w:orkrran or l!eCM1;C so e'flP10y0ed in caY.lE!CtiO'l with perfOl"l1\YlCe of this ....k res be", poid less tn.n ei-e poevoiling r.ce of wage " specified in tre prinei!>,l antract, ond tret tl-e ,bove bill is true"'; comet; ...; eret ei-ere is clJe "" th,s dote, ",cording to antroct, ti-e S<-" of Il6,S40,31 ...; that ti-e sane or ~y poet ti-ereof ;.." not bee1 !>,id. (Si9" Here) 7:>>-~'~~' ~ fpr~-A'-.A~ , d lC Su!:scribed...; Sl<lI'I\ to before lie this ~r$y af~, 1989, Ordered Poid By CaIlty luditor ct'airman, Boord of CaIlty Ccmlssicres Pt.3E: .' . ,.CjJ:'t<O'YJIi/' '. lmP~~~~~~; (;',;.llAt:;~,f,i~Ai';~Jl:iST?~9.~~~B1iiJi16'!ii\! 'l."li~ .. . . ".. .. I!f1 /: -a" Iii' ONp SKip f.D6C GoRE 8 AUj.<<. :sKi(jl 1 2 3 . 5 II 7 . 1 2 " " ~~.. ;;>,9.St. 't9.?,v ~S, '1'/ 51. IS" ,D'/O ,;2./'0 3-fn L;.J+, ~O /JAIL 5~lJo XS2.lfo xS2Fo 5z.Yo xSUo KS:kfo . P'-!;/11..-t, . I'iSS/4.~ :2405'$. ,'''un ".4u", :2.11,2- 13?:2.)t 5 , 7 . e 10 11 12 13 l' 15 l' 17 18 Ie 20 2. 22 23 2' - 25 26 21 28 ~ 3D 3' 32 33 "7i-lTI:J-;S. IN<;5,'1 :t~o SI$ '~\J "r2 to" </~, :2.11 ., ,,~, .,.,. - l1'Pfw /I /.-i/JE , J:/J C, JfJ.LlI PI/II F.<:rjl'l7;:J1E ?-2' 8 '11<:8 rzp 11" 18 .. DlJp 51\;p eV6E: GoRE /'oMl;'//- .,p , 2 3 . 5 II 7 II , 2 -,/n-rF1/'-<; 3 ~ UIP,. .sPf/l. 15,q~ 33,/08 11.\(8 5.'1510 . olio . /I.SF.2 I<./J,l B.ool1 :25.1'11 ,-:tIl>O 5 ;;'1.S<" , 4 Cl.3l/ I -".5, ~7 31.IS .0'/0 ,;2&:;'O 6 7 II " '0 " '2 \3 ,. '5 '6 17 " '8 20 2' 22 23 2< . 25 26 27 28 211 '" " 32 33 10711/ n\ tlla (:,,'~,.. ?-7.5k 't1f.3lI ;25,'11 31./~ .0'10 ',;Lye .- ......9 &~ (t ~'''-9'- ......... . J h. 5I?E('o/.-D A ~~ tJ . '-/ LJ'P~, JJ Ll L/tJt. rlLl(', (1/..(<..\1 r?Q 1.1 f-:2-J''i kf, % 8" I~ " Ship 'DlIJp Skip eObe boRE IlARRie~ , 2 3 . 5 e 7 . I '1~:LO~81 2 'R I-IoDI1 7YR j /J e \ ,'l'!>'>, .152.. 3'-- . ~ "''"', . L/:l.1 I/.uoS ,at/i! · 1J F<'sf'''i Con tJ 01.. 11f\. . f)"'~ .0>,0 5 r'C:f)O" "Vii .51.... 6 .03(/ 714#" " t. moo"!: ,2.'11 · Pl17i"-ntJ .." T7J"n~.< .q'f'r' Vlrhi""hl'(.U?t R~ ,3g'i)' .W1" .::>'00 '0 tli9<Pr.RT l'uT~off 7?D.. ,;253 .01/5 ,f\/.,S . /:2 8 11 ~~.J:e ,k51 .?/o . oilY! 12."\,T\i<,r,\I,t.RJ 'R61 Jj<J/I .'io? .I<;~ 13 1<<1, A?T. -N,'IlI'::; .~l{O ,. tli6l.Pr-u-r (lilT' ,1">" rj) n 1'5.~ .l/h ,/';1.1 ,I :>';;L '5 I"'JLD . o;:L~ .'-I?I. 11.018' '6 -n,O^""'< ~ oJ miu.'Ro, .1;;1." . ?-'flf '1'11 17 ""'c-r~ ,,<: LlUP. I,) I.IO::l.. :', It 8 ,12/ lu.'1'-I 18 CAPt:" r.. FM1{,f. 1,)1/" .'l0'1 IV'II.VIlIi)'1I 'fl/\ 1.:;J'l5 3./1.$' 11.1>'1:>- 20 .- 'R.n. ::1,111 I J.DI.<I .814<1 2' I. ~ - .'P:' /,8K , Jl.fl. .22 7-~I-'8q 23111\.LI<lIl"'IJ'i2t\. "5"~ 2' C-e/JTp" !nl\ - 1I,5SU ;2,52.1 /.055 /5.ott<. 2S 26 27 28 l/ll 30 3' 32 33 TtlTfll <:; /I,.:;g :r. IS,I./~':1 <g.?,~ ;;25.141 ' '1 (,0 () - SD~("~/ ('/!17'o,v - .....;# l.{ 1(3. ft? 'PI 11 A LJ JJ'::: XAJC. JUl.-lf 'PI9U c:c:::rt lITe 8-:2'~'l kR sZ 8" 1'1" DlJp 51(11' eO&E 6o/lf l3ARKotP- S/(I{l , 2 3 . S e 7 e , ,.;;J.I.J .8Q 2 ,"''''tom^'''" ()Q:IJI! . St.!? 3 CAlJAu tJjl'ow sr: ./0'1 · Duo'''(),/J~u "'''. .~J1 ,11'3$ I. ft.? sl'PJ <'In,,- PoilJf 'Dfl. .;)-~q :Jl?q .011l 6 ~""nn(jEI\J/lfuW LflNt ,O"S . '1q<< , /Jlh'). 7 ,7)o5e;"I"U-i PS 11(\ II. Il:u. ''''.13<>' .Sl(q e .11.5 ,"331 v IWPALDn.<;A '/)11.; "1" ,OuS '0 Sf'I4L 'P-or.... (fHI /11"'1 " Ar::r:: rn;, ,0", . '2'"l.3 .o'l':l oll'" '2 ,_. ."<7"; .3'1/ 13 r.. f'M.urnm" sr. .11.3 .. VWDlo!'(), - LiiJ~tll HA ,'?,2Q .'21'1 /,53 '5 "0, .q';).'1 /.1/'1 ./8!' '6 AAo.nA 61f1 1.'2,01. '-.001 . /1/8 17 .').100 ,"Io'l- '6 ,-J.S,FQ '81 AaiAlIR R.D. ,O&'l ,,~SO .tJ'Io 20 nDA,,11. P.o. '0 fl. ::2,~o .0Y'1 OU:L 2' (',,". r:: 1Rf\. ~. ^ ,,? ~.l1 ot.. :;1.0:2, 22 7f.lmcc4r::fl Poil'll ~D. ,SqS ,1'11 .0'15 23 , P7. ~ ,3?'<; ,Ulfl .').51 2' I-JIl2-t L.- Poi. n- IKO . .2/"5 .."/l? ,01./0 25 f'lQ(),rIiJ. t!U\. .IOt! Ill' 26 S"'...... 6),,;.Y1'" 611\ I.o;q .~'1'l .I.~?' s:qsfo 27 SHiN"" 'RI\ . '2:l.S .').$D 26 -;>101 '"','' Iilfl .0'10 ~ 21l 7-;l!n. 'XI? :2.0')..; 30 l-J;f,HL.fl}J/J rJR, .Fo;\. 3' Upp~(l LH-,U q{fl ,3~q 1'1.2.0'1 1<./ '11/< 32 A, (l... Rfl, .qtl/ /.537 I, So(., 33 1,'(.. riTIl (lf1. ,1/05 4.2-'(3 ,'355 I DrillS IS.qgol 3:'1,t.~ n.\~\( 5.QS(, ... .0l{D o o , .."..' 'I 'x.," ' €=li>pe~ ~~ ~ z g/' li" ON!> Sl:ip EObE (,o/l.E GIl""'" SKip 1 2 3 . 5 6 7 . 1 21/" flOI-<~t<l ""M". 3 A - J.... L.lI, (-.,- .IL'~ """ .. 1'3.1\55 I-l."i~ 1'iI.1~.3 54.1,'). J,!>1/ 5 , 52l!o 52. ~o 5280 X5'2${) 52.8" 6 " LOo..u Q3?M."" .~ -' V\139~ 10..$>- 7 6 II 10 '1 12 13 ,. '5 '6 17 16 1" 20 21 22 23 2' - 25 26 27 26 211 30 3' 32 33 yO? 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I t.?, " ('.lM,UE5 AlJe. . ;;'O{. 12 /n,.t'JF-1L JiI'lDLOC.K. _'P.O. ,:J. iP 'I 13INfSS(;<; eoJ,~2.D"%r:J ""'" .I~o .l?S:l.. I (,1.183'7 '.IJLHmi_'Dil'lUG .S'I1 .;;l15 .;l.:J.'l1 . 05.:L '5 rOUe.. (;,1l.",P.<:. . 6UJ .'1l{'/( .:) '/2._ ,3;;1../ /.307 '6~ 'Rtfl. . S 2.11 l1:l~ ,0% 111w.c: (;EtJf/r.F' 'Rfl. I. 'Xi'? .3~_ .Q'i:2- '8 'C'Rn, \7>,,1.6 U: .fY}o~r: v...!{T"1 '/.3!J... '" VI. ....CElJ"fI..- ,.tJ~ 20 tE/j(l.f.NI1:J-l..-r-0fF' 'AD. 14.5a5 2' .- JiD) AIr. RoD .fp8fu 22 I; ~"1Ic;'. .Rll OW .;;l.DS 23 S.uA('.1lA f'fliJ..J..JaL_'lID. ,Int! .?ll .L'iL 2' 1J. rJtlCo6 rn' l-LU. ~ 0 - .30.Q. ,0.:8 .SIO 25 }/fJ:s-riA)6. 'i fJUfi. 6.). -3'i'f .0';/ .O'lY 26 &,.,K All!:. _E:xr ,~ .-::1.17 .3.5$ 27 28 211 30 31 32 33 13 /~Ss 17,1~ &'.113 51..{ ./P}. .l~ "- ~ Ii';;:; \ " ",""'",: ,,'-:;~ .... ....."...."... .... , 01~"""-'9 8.Z-f!~ >'f.- . I . I l I t - ...;.;.. V1 ...... W .... ...... ", '" "'....:l> PJ 0'0 n ",,'0 ...,. .... ...,""'< I-'ot-; I no :l> - ::> I rrl:" ::E: PJ...,. :l>.a ::> CD CD :0 "'0...... ",. ::> ozn "" . -.J ........ ",::;r wCD -.J ':'en~ In '0 OPJ ~ ~. () CDn no rrH : 0 '0 ~ H . en rr -- ------ ----- ----- ----- "" ~ ---8-- "<;"-..?fl "".. '1.'It .... .... .... en w '" "" j ! V1 ..... w .... ...... ", '" i ~ $ h~ ~~~ ~Q; .;;;)10 i~~ ~ El g: !!.. .... > i: o <: Z ... Cheek Co,h "0 q~ om "0 ~~ dm 1::z ...0 on . .... tio ~~ z > -Ii: mm iE~ -:1:2 a.Oo . Z - !,m::5 .ZO .0<: i. > Or- "'" !.iQ I:~ 2 ... ." m m o " ~ lil ~ on m .... z <: ! ill o o n <: J: m z ... on > o ... N ~ Z lID W ~ ti iIA . ~ o o .. Z'" ~ ~. '" PJ <: CD ;3 t:'(iY\~ ~., 1. :.~'~' ~' "~ ; ::~ ":~\~ ;,:)~;., i ,~{ 9- ~ (11 ~ oz.'. m ! " fil' ~ fa' 1 ! JV ~ r~ o ~ t c ;:. 0 o "T1 02 6 c o o c: s: m 2 ~ f ~ I II = Ii' a i1 ! ] D o JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS PROJECT/WORK AUTHORIZATION AREA 'SePFeR.;!.ON Co........,.." C~ .-MIl> Wes:r) PROJECT NAME /989 p,qven'/~ /J}rj-RK;N9 I TYPE OF WORK ST"R;;j:>lI\JJ of .r9/-L.. CO'-lNT"Y AREA CODE: PROJECT NO:G;,~ Ral"J-b S 000808 s~ 5''/-,.7.., BREAKDOhN OF WORK ITEMS: ~Nr;"a.JeeRtNJ 'ANb "X#\J5f'ec-?-,....o"v YiI"H/PNlPNT" 'm~t:::.',.J?~ ( CtMI""!lJ+C,?-) COST ESTIMATE: 7Saa. 00 ;<;7Soo. 00 -- TOTAL: [70. 000. 00 = = SUBMITTED /YJ Ih? c.}f 2. / BY: .JJ~rl:f- K~L --J 1981.. APPROVA .3-2,/. 8'1 BY: ~ tJ-R--. DIRECT R OF PUBLIC WORKS 198_ ::: ROUTE TO: o ASSISTANT DIRECTOR c==J ROAD SUPER1NTENDENT c==J CONSTRUCTION ENGINEER INITIAL ~CCOUNT1NG o o BOARD OF COUNTY COMMISSIONERS $It ....- - - '. o o :-" . .'," e.. .:. . . ,'.,,..,..... . '. ". "., " "{. ',,' .> . i.. ~ I. ..... "> .' , .' ':. c. '.... . .' 1 .: '. ' '. .:: . . ,.' ' I. .. RiP/y 1/ U'tJC ~. --- .Pili iJT 81iTtff I-J 8-'61 . .., ...... .. ,Whi1t: qe.. O'i3'O~ Cje-08oq q6~ o8Q(q -n;:sr'D ~-'iJ'} tp-<jCJ &,-81 ". ". ;,' #.:s . ... . .,ye, I 100 ;.,e. ! ..' .' ' f.. ~;' j: , " "~ ,.. ... . .. '. . ' ,. .' f .~. j' f I. , I. ,'\ .. :,' :, " f ,. 1 ~. " . '.'." ::'", ,,'. . .' ,.'. .i" '.' ' .," ,.... '.:.. ' ..' ". '. " .... . ,:.. '.' .' : ,.......'. ...i' : ,>, ". i'" '. "". ..... ...:/ ,d' '.: ,,::..,.... . ...,',:'. i. :":.. " ,:., ,;. ", ~ '" "", ,', "",>>,> ;.!, ... . .:' .::,'. .. . , e . : i, . '.; '.:,: '.. . '.' ~ "'':, .... . :". :'.' .: , .., ' .,..:.,. '....,.: . '.i' .... :.: , ,..' ,.,.... . .::, . .. .:: ..... '.' .':- ,'. ..,' ," .... ':. ....::: ',i,' . .,: ,.'::. .:i :. .:\ ,. ':' '..,' . .' ",...':i' '. . :'.' '.' '. ;:<::,:_:,,~:_:,:;"'/':";'::~'::,;:.'.:\ <:';"',}',:>:,; " ,:::' :::>,~,'" :->,1, :::.: ,...., ,. . '.,',' .... "..;. .. . . , . ". ,:' ,'," '. "i ...... ..., .' .,'., .': '. . ....',> i. "', <'" . ..'. . ..,.'.:.:......,.,". . .' '. ..:, '. , . ",'" .' . . : . : .... '." ',:.. ",':. :.' .'..... ':':.,....' ..' " ': i.' ',. .'.: ',' . .' . .'. ..... ....' ". '., :"":', ..... : ',:. :", .>, .' ", "., '..' , ." , ,'. , ..... . .. "',, :,,": . .'><.'.' , ,,' '. ','. ,',..:, :"', >. -:. :" " >'. : ' , ,...' ,.'.' ". '. : ". . ': ,', , '. . t: I J. ,p,;" " k: ,. '.' 't,,: L I \ \: r: . ~==~~ 8286 <ZD REQUEST FOR APPROVAL OF MATERIAL SOURCES 6EE REVERSE FOR INSTRUCTIONS Date 7 -6-P.9 Cont. No. M T 0 8Q8 Cily/County or S.R. No. Jefferson F.A, No. Section .'d Ilem No. 1989 Pa"elllent Marking Project / Jefferson County PUOllc Works DESCRIPTIO" OF MATERIAL SOURCES OF SUPPLY Local Supplier Manur.ctur.". Brand Of Pit No. 1, ,3,4,5,6, Painted Items Norr is Paint Co. Salem, OR Norris Paint CD. Salem, OR STimsonite Corp. Niles, ILL Same 7, ,11 Thermoplastic Items Norllne 8 Type II Lane Markers Same Epoxy for Lane Markers QCM Company Kent, \~A Same \l.1i~If"""(~\IV 13'"ll \G_~. "!:_~_(i ,-."' \, JUL 071989 Submitted by: Inc. I, <0 R\ . have reviewed all items above for conformance 10 contract specifications and requirements and ftJ) recommend approval 8S Ihese items conform thereto ( ) do not concur (Attach comments). ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERiAl OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPUCABLE SfANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPART"'ENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY . Sourcaa of aupply ,or anlteme checkad (J) In approval column ara approved for uae on the above Improvement provided tha materlllla delivered comply with allapaclficatlona. Action onllema Incllcatad by numbar In fhe approval column 1.lclenUlled p.r the following cocl.: t, Source Approvad. Approval for Change of Sourc. muat ba .ecuracllrom the He.dqulll1era Materiala Engineer par Chapler 3. 1.7 01 the Conatructlon Manual. 2. . Approval wlthhald; aublllll a.mple. for prallmlnary evaluallon. 3. Approval withheld: .ubmlt brand nama, name 01 manulacturer, or traatlng planl. ... Approval withheld; aulbmlt TflnapOl1allon Oapal1m.nt pll numbar (II known) and lagal cleacriptlon. e. Approval withheld; pi.... eubmlt catelog cula andlor ahop drawlngl, e, Approva' wltl1l1.1d; 7, Sourca Approved: Acoeptance of Materlall lor project u.a la to be condlllonal upon cerflllcatlon of either 100 porcent American manufacture or IdenUflcatlon of foralgn manulactur. and materi.t. coat within the parmllalble limlta lor the proJeol (See Spaclel Provlalona), 8, .. MaUl Flla-X- Ol.t, Admin Ganl FII. --It- Matll Engr ProJEngr Sulll.lnlp Ollie. --..L..- R.vlewedby .A1.J~ K...:LL,f Phona No. Projaet Engineer wlllaubmll control .ampla. of malarlala _. covarad In Conatructlon Manual, Chaplar g, Matarlala Englne.r D.'. #.J..+ /7'~ff .,~#'ff./-# WHITE-Haadqual1er'. Matarlel. Lab PINK-Olltrlet "dmlnlltralor CANARY-Contraotor GOLDENROD-ProJact Engln..r OISTRIBUTION: .- Appro"," ACUOd . ,L L Ir I I ,v..7 --- , ,'v I ~ ... . '. . " t" I' L --.J - -~ '~ ,,~>.... .w..... . ' \ - i - ^'::"!t . ,~, . Q 0 ...... . f .-. =::::.,:;-----., Book ~ PageL 5(5' INSPECTOR'S DAILY REPORT Contract No: ,A'f'To ! o$" Highway Date /o/?G,A:;9P,E, .:5c.on- ///AE..e /7rf7 '" ". Section (Title) .<:;T/<//1/,o<;- Day 7:yW"?-::::'04V Weather A. H. ' / P,H. ./ Contractor's Representative(s) and Title Locaticn and Type~Ork rb"'~Aft~d rAT aJcJA,#/,v'f - ~/'olc...C'T / / / 1/ / ! ~, , Number and Classification of Contractor's Hen and Equipment Status (In use and/or deadlined for maintenanc~ etc.) He> IF r r (cJk{' /) ~7'7- d 0/ / - Diary (Report of day's operations. orders given and received. discussions with con- tractor, visitors from Headquarters, District or fHWA, unusual conditions, recol1111end- ations and statement for monthly estimate) ~ A/I d(J"-!;:;. ,r>,v,4 J cdFo: o~) C; 1<7? L../ ,.c),f; " Alii) .~ ;.}~'I'-e"r C"cC>Hh' h:.T.€.d ./ / , f r ~1 ... DOT fORH 422-004 @./ de? r?:d~.-r11 ~. t \ REVISED 7185 (Signedl \ / Insoector . :"'.:'.;"-':'/1 '" \. "'. ... ' r. \ ."...../" ," " ',' .'. ' ,.,. "":"\'" '. I'" ':,. '..' , . :.,":; ~ ' . .'." ." '.',', ,", .'..,',. '.', .... .',J'" ;fl,""" ," " ". ';. .', . ..' ." ....", ' . .'" .', ' '. , "\,:,,'0> '..,..' ".' """ .' '. ,': , r .'. r .," """, ".', ,:: ,,", .. ".'" '" . ' " .,' ," '.:. .' , ; ".', ".' , ' i' ", '. . . ". I'," : ,'., ,,:, ,'. ,. ': ' ,:/. ,':" , ". , ' . " .:, ,:". :" ,": . ':, ' ", >;;( >,.:,'.: . :," ..,'." '" '.. ." "" ' " .' ", '.. .'. i""" ,.,'., ...,.....,',.,...'" I"~ '. . . . ",' , , "".: ",', '" ' . ,."'.. ',:' .,' .' ;:' ',:", ">, 0., .' '.' ' . ,'",,:., ";'." . ': . '. ,.,,',' " ':'. ' . '''.- '''' .... ,,:"',' ,,' ,".. .: ",' " ;'. '. "'. .". "'-:: . . \ ',J' ;'.;:'.' ,"',: : ,'" ',' ':'. " . ',::,". :,..,.' .' ':"',, , . '.' , ... I , Q o Book .!2!.- Page d- Date /0/2,- P.E., 5'<077 '//M~~ rl');o.?TIZ-1<7 '/95'1 Day l.V.-"'d,ulSh'j P. N, C/<; /J tf ' v~"/ f/',c<!-?€. AlA/I': /ff,( -""""'iFS /VoxJh.,,/) e Book -2L-. Page.....1:.i.2 Contract No, ,MT~ ,fall- Highway Date /a /21/ IJJ p, E,.fro ff" f//-~.r Section(Title)""'7'/."',)~ /9d"7' '/ Day /""<'$'/""- Weather A.H. ~A''T,,-.,/ r/cu)" ~().. P,H. ,:),.....u.....c" ~ ,;)A~~ / / / ' Contractor's Representative(s)-and Tltle Location' and Type of Work .,;'~'/~ en / /) /4n',/ /'/b .,... .:-0';;.<' r ro~~c:' -4 ~r Number and Classification of Contractor's Hen and Equipment Status (In use and/or deadlined for maintenance, etc.) 0/,-, ~,..... aJ?),.t'~ - ,.,<,p"cr....s T' .5-";>-'<; R,,//,/ Diary (Report of day's operations, order~ given and received. discussions with con- tractor, visitors from Headquarters, District or FHWA, unusual conditions, recol11Tlend- ations and statement for monthly estimate) jI~ '/..-{'7 /<'HOQ ("'oN'T"rrl'd 7';F"'Lv AN,) /v~",~.-'<:d / "",/ tJ(/~ ':;-0-;;) ")~A'T#r/' ",-:J/l",v ('?n!'<;. C;,y-;d 7>,.........'o:./u/2, #~ o"-//"e:>/""-"",) ~ .-?!' /,...1 40)"'~ ..o/c? 7"O'r."........''''-Ro~ 4< wou/dJ r/..s,,) ",e.}I'L F4o't.(y, ? f//v,r AR.R4,u'}. {I /, o",; 76, ""./lo.rlr,:; ~ /n 4:."",- 14 / / :;,L ..S'e..vJ 70 ;-::>...,/ '-A// dvr ,,::;~~~ '?/R!;r r t"l..Jd /7...." 0,0<$. l;"". ,~- . ' - . I . - _."......'''''._..,.~,.........~..'~.'.M.._....''-.,... -, i ,.,-...,,,. +. ." i ~ .- ... VI =:::.~~ Book~'pageG-ix INSPECTOR'S DAILY REPORT Contract No,r11Tf7 f'I?J Highway Date /o/.U#J P.E..:5'c....>r </;"'c!'A' /J?J , Day A-'/'",P?t y Section (Title),5n,,Jnl/? , I L, rA/A//;v9 (' /0 c/Jy ~ /..;, /Ah</ Weather A,N. A;;v C /a <"ly P,N, ,- , /_. / / c.. Contractor's Representative(s) and Title Location and Type of Work ,1')/-<.') '-'/or -Jo,L',C' - ,~A/;.y . Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for maintenance, etc, ) <.~v r!.J doT ~o,('/C. - /A 1,yI Diary (Report of day's operations, orders given and received, discussions with con- tractor, visitors from Headquarters, District or FHWA, unusual conditions, recolllTlend- ations and statement for monthly estimate) , ~;:':' (() /, IJ "yo r .0o..tL::. /3, I/'/ / k l: . t> I~':: p- ~. I' W ~. , r I DOT m~s:~27~~~ ~p(!J ~~4;b-7 t "<Si nedl Ins'ector r i/i/'.'?,>' .<,0'" "". ' . . ". '\..i/i/ ;, X ~ I ......><;",.;,........ "{/i' ,'Xc,......,. ....' , .... ...... ,,' ....,..,'iN. .,....'.. '.'-',.' .... '.', i i,\,. .... I ,'.......:,:",,';/..\!........ Xi' ii;/ix".... '. '.X;"X, " I i x"'@'> 'i;. ....... ........ "if .... ",,/, '. ......,; ,. i"; ;[)..,"'/,/' .' .'.......' '. t' f ,...'.,i';,;; .'./X\ ii' .i ."i.;;;,:,,)...; . "'>itx... Ie '::\'C' :::":,> >","2',>:,,:(::,::': 1~~~!1: i<., <,i;.i,!? x ,.f',,;" \",/'i'i<'/,/' ("," ...,..."'r" c" <, "P'>'i, i\,)'i {;i.{ .....'>/<< {c' 'i ......... . j ,/: / ... ,.i, ('/,./fil,c;'i,,') :Ii;.i; "', , .. ....., ",' ,',.i'i';'"'/,'" ;"i;.' ii', C'. \>J:.il'...J:\;l>,';t,L, ....t >lil";;/';';:1;"'; >, \;>":;'0,:",. '" it ',i,y/"i":",:,. ... ....' .........>: .....,"..:,.. , , l~ .,,~:,,';j ':i! I. ~PEPARTMENT OF TRANSPORTATION Book 0/ '. Page~ Contract No,/I!'TC? fo!f Highway r.);rA~~/,/;~q ,;){.If;? r A; ;r& '- Dale /,?~''''4/P.E. de 01/ z:,/rlc-C /l'J'l 0(9/ Day ~//./)'/v P,M. Contractor's Representative(s) and Tille Location and Type of Work ( C_;) .../-1,?" ,0)..../44:: .6>r.Au.>~ o~ /.? A '--0 Number .nd Classification of Contractor's Men and Equipment Status (In use and/or dead lined for main- rQn:) .47'- /-t )0/2 ,c. Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations ana statement for monthly estimate i?,c, ,?" ,..'0"/7-tc T~J ~'f"pf - -"1 - ~ME A,.,)d Tly W/o4,..__~J ~;S r/.,s-v' cJ,u/"')"'//J/ 6.'" OUfEL ..6.<;.t1(./J'~ d/ "<A'/)h-7'./J /A,'v /I.tb""T /c).'CO ,4~ ., / (.V,// 7;'v d.?'..-7 t"().t=c','" / o 75~.. rrJ"C-f /J,1rF- J , /~A) .,<.,-&.--. j0R.)r c' () t/ -d T r//>CK~~J IAAJ.> 0..0 t/E.5' rili4/ ; c.//,;U ~ /o"AA'L'/~9'5 ~ cJ,0 t:?A-.t: ,.,54y' ./ ./ rJ4r (fir /1/'2'-4 To .,;5:;)A.vs;~"/ r/ /ti_ r.5.J I .....,~,.?,kf/;.s 'bOT. t.~':~.~~I~~ ~ ,,- , --:;:..-;;>- _-J pfJ~ (,~4 ~ (..-/ /f;.~";) P-<t~~ . . . ,(Sloned . . .. -. n.pector "~. INSPECTOR'S DAILY REO @EPARTMENT OF TRANSPORTATION Book~ Page ;:}t:J. Contract No. t1t7<" Y oil' Highway Nit,!?! PE -rc.n /-:'/,.,1'''< 'I . . Day T' <//('.$ PM ~~~";f"" /:; ~AA'~ .. . " c.. Date "'Section (Title) Weather A.M, Oi/~'cc"'~" r"",,,,/ Contractor's Representative(s) and Title LOcation and Type of Work t: ",.J.f -<1/1,.( K ,,;;:r; c:s../ C)A,e: '.....n-;."/' Number and Classification of Contractor's Men and Equipment Status (In use and/or dead lined for main- tenance, etc.) /,,1/5<: ;57""" /O.5'..,~/ /~.e """I ~r:>T/ .,LIrJk;J v;, i-v r)"':J 1M..;) Jf'1, ~ t c:;; .lsp# 7:iJ .t'e& I Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations ana statement for monthly estimate ;<f'~7'" ,xPvS.> /';;;A" t3A,t::: (,f'...,... HJ, /1r~w~ /?J:ov 7{; / iJ k, ..... ('1, d (" owe U' .J1 rP/ ,4,,~ /~ ~r l,v , ,..,dd //,? 54/;) ~,?;) di9 60Tr/ ,(",<: 4)L'~.bY' hs h/~ 7/7""1.; u/) ?;;..b 0.,1 rip C,.l'Yu)/ w6.;ct'.. , f R~AAbV.~; ~T~/J ,h1L'~ A~ 7.1'-:)" S;rA~ red " o~ r?A.e --'~ ~'I /~),,& /...rt..uf ","/,"'K".J~S A~.pl/r- // c:.tJ , ", G:>r ,<'/.-1 d'M-?rJ n, ?<<> .4/ C) ~ "p--o",-.<1cJ" )7 0>'"' pi ~ -r/...L- ~~ c T/<J,.) 07" ~~ ~y hOM ;:::''''A)/(~ ,:&v /1) ~ C941ff< ~~ _~< AL- / A"'~ ..' N ? 11" ),$ of' C 0 ,1//~I'''J.4 T /0"-/ T,,( IJ ./l ~l. <.J1l'7j ".5; ,(,./m,{.. baT . ~~':,';'.~~ll~~~ ~ (qr-~-<v~ . ,(SIQn.d) \..:.,../ In,pector ....- /;;; <;#- /r/f/Jl INSpEcTOR'S DAILY REPQI' Q;2OEPARTMENT OF TRANSPORTATION Book ,01 Pa!Jfl ~9 ' Contract No.;.e.o;:; tfOYHighway Datc_ /:P~/.?7 P,E, ST,<::~,_y" . /:7cf' Y Day ,Ccou';;y; ,1'4'')/')1' :5:5 P.M. Contractor's Reprcsentativc(s) and Title Location and Type of Work /~ /....JOZK s; 077' a19 ,;{'; 4;;-,e Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for main- /V~ (/)ot?,L Diary (Report of day's operations, orders given and received, discussions with' contractor, visitors from Headquarters, District or FHW A, unusual conditions, recommendations ana stalement for monthly estimate 5TZ:) ~ 7// . s~/> . AMd 7' '7 o),rR,t ~C4 /d9, ~cL ~ ;,(,' /. r -! C"'ijoj~ 0/ 7;.., 'RH'...,) 'r/~ eRe: ;:";~~d .. -~, 70 c)~,., 7TC,!. 4 T6T#/ .-::;; u~,?<; o~ T40~;/4'902'J'r,(d 'W \;:6" k <'I h-- >">-w<-.e r//",,,,. 7,(, . C""'~"'4'':;'''" .',~_ 4// 'fn,- /Ie' '-"a f '" =~~;,. ,iJ Md A'" ~_C04':I,~,&t. 74;:1' ';,AO.f. ~,u/\ 4.[;} ("',")N~' rl1..,.R~~,8 ~ R4~..J'y (a'dF A~~ C<!'A),T~/ &:J.,.,;J bOT r..c::':,~.~~a:>>~~ - INSPECTOR'S DJ\IL Y R~::;)<T -/< . ~~i DEPARTMENT OF TRANSPORTATION Book..E.!..- Page ~;J~ Contract No. MTC) ,f'r:7&'" Highway Section (Title) ,"'.-( ,(, > ~ ~ ' W,eatherA.M. ~A,,.r;/'7' C~<;';}Y' I' / / Contractor's Representative(s) and Title CAd, Date JT/<.;~~/ ""00/ /D~7ff/p.E. r::J'r ~-'T ~/hofl-..z , /' /7~~ Day ~FS~~ P.M. /1",r-;-;-y '5""7 ~;r~ Location and Type of Work ~ C~':;'''r~.( Ed, ..... "-r,, K' K"~ .A A/J/) /, r..r/_/ ,c? ./.~q ,I)", / Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for main- tenance, ete,) . ~.JS r5T""/J \"',,/ - o k") LI2-'9';u lt9iZC) ~1/('fE c:::..1.50..../ /'A~ J"i/N ' I Diary (Report of day's operations, orders given and received, discussions with contractor, visitors frOln Headquarters, District or FHWA, unusual conditions, recommendations ana statement for monthly estimate 1'1'/~r ".-f/k,e~ t /;'0 ,..,r r/le ,:5',</"'" AT" c:;;7:3e> ~ I r;;;... o!j -' '" /-~ ,d F# r;#4-"A..y' /c: /J ,7' ~.< _ 7;'" h,... /:.. 5 S L..v'~ ,~t? "',)/7';1/ '/4__",,- r::,7!"/ c;J-.-vT' 7:'~/,.v/'~~ '7,; /1.(t:... (M;?~ ~7.o/ ~.;J,L~ .41' /I .(""." r- ,/ C?,. <<'0 '7'" 'T ,.,,-: 5r ;r</o""" (""0"",, ,..pI. r~;) .,-r~ " ~,,4/1 AlAi) /U:tA.J,v/~;) , I' /;r/~{)u:J ,If CO-l,/Jr:,/",/r "'!/'o""f ;r4E /J,u) ~G /I/Js6,;r ;"/,,v ;r;{h,i /J/Jr:)~ rO,-..JTA'D/ ti),/f /"<'/~"''*'1. ;rtc....... oj;;} ../ ;) ,.... '.f70~ 7;? &0,.", /_ C ~ <- dE.. r ~~ " - ~ ~ (?A.J SA_.z .s4~~,# 7?4~c.. -U,M,.///, bOT ':t~':,,:,.~~;o/~~ ~ _f ,(~},. ~ "~llf:'" :"i Book '~ Page $!.L.. Date,;''' .It .JJ' P. E. , r:- 0 7T' /; /M,s" '/ ' .-17 """';77AC7' ".. 7!i,,9 Day '/"/a.':>';A""" P.M. ~v,v"""'~ 7. "u.:>...4......., / c" > ;r" A .M"c ~ ,- Numberand,Classification of Contractor's Men and Equipment Status (In use and/or deadlined for maintenance, etc.) I(~ss .57 i~'1 /)ja.-/ ::To/'./ (A;..J'Io.o{d {/I OIf-~'1 "65 T.44 ~'4 ,.., <;' /" ( A'7.fi.~-"J Diary (Report of day's operations. Ol'ders given and received, discussions with con- tracto~ visitors from Headquarters, District or FHWA, unusual conditions, recommend- ationsand statement for monthly estimate) '.,It-~ W/'l'-4 <"0-<77-<'-'117,;,12 /1'/ Ad.:>vT oiF/S Ad C;.4,)~ ~. ,ftI A /IS 7'" //.vd ......,q #J i>l :/ Th... ,,""'&,4.4,J.r....c /, '1 " , r d" /l'.-rpc:/( .40;) ,',,,,,,,// ","",'All' ""'''/peE'''' s . 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Day rY,~)"41' " / P,H. <"lv,l'p(",.f('J'" Contractor's Representative(s) and Title Location and Type of WorK )0/.., ",1", > " Number and Classification of Contractor's Hen and Equipment Status (In use and/or deadlined for maintenance, etc.) ~o i)/1I',I:.. Diary (Report of day's operations. orders given and received, discussions with con- tractor,' visitors from Headquarters, District or FHWA, unusual' conditions, recorrmend- ations and statement for monthly estimate) \.-?A?7?1 (7";) 7F".e", / ',,,,,/,'.r"dt'J " , ",He 7"'</7 zL. c h 2.r~ ./(" - €:. .,,;J ~~,....... , ,.VA r#F/' THEY t'.lJn'7 ..8: ,;-,"'1 / , ,.),?o h) (;[ ,::;./ /)/,d~1/ /' ')' / /,~ If '" ok) Jf~ #41 r ......1,(..:;. /",)",,',; .r'j9 ~V~~ ~A.,. c"r< r-nu) A ~1 .#%~';)A'/ / ,.,A'" A'/"~ .r~/~}r; - "' :=~.:t:W:...__ INSPECTOR'S DAILY REPORT n .....:;.;. Contract No. IIITf) ~O 3' Highway Date /0' !'J '61 Section (Title) P,(}UEmfifT fnmlC/lJ,/ 11'11 Weather AM, 01/ a. C ~sr ("00 v./e-r (Milt! mr(>t: Contractor's Representative(s) and Title In ,I( I' L I (}<'SIf{cJ/'J-o..- Location and Type of Work A) 0 &dOf?, 1 c. Book ---9.L- Page ~ P,E, Scr,tf KllfJ'ff"- Day 7!1uf.Sch.y Number and Classification of Contractor's Men and Equipment Status (In use and/or dead lined for maintenance, etc.) AJ 0 II-)O/?, t::. n \.c.? r; .....1' Highway Date BOO<k~ Page~ /O'/()> f f P,E. .j('d-f 1',-, c"It/1. Section (Title) Weather AM. / ij't 1 Day 7iAi':UW , Contractor's Representa.tiv~(s) and Title fJo /)'/ I/({ luo/l.lt. P,M, L'" :7tS1!{Oi'!- J,'f)/ 'Ji~ Location and Type of Work Number and Classification of Contractor's Men and Equipment Status (In use and/or dead lined for maintenance, etc.) ND I.J.}O/U(.. G$OEPARTMENT OFTRANSPORTATION ~ Book~, Page -B- Nci. ./>'1"'1) tf(}8' Highway /],.,Jf- -",'#,v,.. /J1",,,('~/-V? &> ' / bO r'l>:?jY / t:/~ /J ), Contractor's Representative(s) and Title %_ Date /0 /=- /,1' j P.E. ~l'" , ,5;.,,;r- /"N_,rL LoCation and Type of Work ~ Day P,M. C:5 0 .fUN -t" M'T (lv~L C:4~"- r/~" r~""r_",..-> c IE. ....JEd ..- '" u, ,1,..,,,,,,,,,'T"_ (. , ;r;;!",~..s,}A:;r /' .5'0>w"'; Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for main- tenance, etc.) ~ (O~.v) - ";"oLI' ,...,.,.,; ~ ~/'..}.,.f :r)Co?r'" A""i.-..Jr~~ ~) "'-04-" I) To"-,, 700 ,5"T"?,1 A,.-, / L doc ~ L4 r".,:;Y T,Rud:. ' ,(""'1' - -/ /" ?4/~", / /) ,r.~a 600 Cfi?,o Diary (Report of day'soperations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations ana statement for monthly estimate 67,1j- ~r 5'#,,,,,1, ~70./ '" .<;......// ;77...", .4.1;ov.....) 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'17cf)l, -g' 20 "',lIlAJC.nJ)II~}lo,q- tf?p."'oluh t IAU 2' SWil'''''' ,..: Jle. +t"'A JroN2A o I A" /JV-<. 22<:! ." +-t.:!,..lilH !JP,W 23 7?l1mu ~i'IC'..J >'l ,hM 'lL -1lP(J. fir- J! 2< 1< /ffYlI: "" -:;;r. . e... IdAM f(RIJ/nf'. 2~~ i)ll~o'" f""", )dO, -;;;;'"ILJ/ 2- ",P(lIlL , , 26 27 21 211 : 30 " 3' ~. 32 ~.' oM' 33 . r ,>,.,::'('~.TT '). .. . . ,... '. . ,'.".:. ;1 ,,: .'... . ..: \. '"... r :.. > i :" ,.',.',; '. . .,,' .:.... ,. '.. '. ~;~: ...... , ", '.'..'. :,....:": :: "'.',".. ",'. ..,. '... . ': .'..' '. ~::r ..',.i:,,: " . .' ,,',.'. ...', ":', .... , '. .. - , ~;':'">;',5 - il, ~~:~~:'n.___ INSPECTOR'S DAILY REPORT o o ' 1/' flTTn xi)? ~)?lll() iY! (J ^ rr . Highway 11111fi!r i i!J Date q/:2''2C; Book --1..2.L- Page ~ P.E. ,Sr),+!- /:;/ (ril{'I'2_ Day Tu P:s'F111 1 Contract No. Section (Title) Weather A.M. Contractor's Representative(s) and Title Location and Type of Work 115(9 P,M, // ./ ./ .../ / / ./ Number and Classification of Contractc5;:;s Men and Equipment Status (In use and/or dead lined for maintenance, etc.) / / ,// o ---~...~ ~. 'ij;j .-. YJI ::;::,:, ~~;!~.n.portatlon INSPECTOR'S DAILY REPORT Book -0-- Page . 31 P,E. 5c"o-tf fl'LfYlf:;C Day 71A ES1Jii! / Date q. 1:;),'5'1 f Contract No. Ii ITo 'Bo5f Highway -- Section (Title) 'Pf)U:-'li!f?III lill)'"t;I)~' I'<li?q Weather A.M. SWJ/Ji (,,()' r;/SitlJ ' - P.M. :SI4IJIJIf ./fU 0 Contractor's Representative(s) and Title 11)11' <I L, I u'!C:;1-r. Dir-- Location and Type of Work '7}1f/./IIi,so I?:o.u ~ /',fm' "J (' " 6JAI) 01')(.. f/1<--' p..' -1-0 \'~tJ/IIJ5/)),)uille T/yf,)~)(!(lItJj) , 2J1/Jiilf:.JD/J:'i/1i! ti I!'IULT W/1il 9_' U)//ll.fl0 /1)/11", (j QSCJ(<<l1.I r;:uJae '~. rj/)!c V!/iU (Jr:fiAIL -fr) IhI01(J,:5e 'T_lfp/2" <J ,J Number and Classification of Contractor's Men and Equipment Status (In use and/or dead lined for maintenance, etc.) 7..)11 f).,c'Jdi- h,MJI'1I)/)'I[)(;tJd::.- I. FOr;& '150 S-tf:,IJ,~Ja-r(il.Aa:.... ,'S'u.Jif ~ (;If)I/Jfe{Z.. I'- (,)110111 J tu..J fJa"';/;' ItA' -fIiJ)(k.. I.lrf.... +1 iJ. ail (l((~ ./J v Diary (Report of d1{s operations, orders given and received, discussions with contractor, visitors from Headquarters. District or FHWA. unusual conditions, recommendations and statement for monthly estimate) i?1e-{ 10m f).},o,(i a-f t!/J;JfX trl Tl51'7rn. lJ(v) ./Io(itff'f. /.5 )Je'I2~~ Idi11. 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Location and Type of Work WPm, /.):I-I1n,} POI ,',7' I ijJ'I!ft7[);'i't' ([,'ifl'f r:..'f) Book -1..!....-- Page "', ,;:. (".,j\fl f(ilr/u/ P Day /)/IMJ(Jd,V I Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for maintenance, etc.) I / / ~:~,i~:tt~!~::,~~'}) :~;~:,~,;s);:',;/i'S'~\:. '<i"""D '/";' .-. .. ==:~~:...- INSPECTOR'S DAILY REPORT 'Contract No. Ii n) 'ii: oJ 'j Highway Section(Titl~)' O~'1v(/n'tJ'''JT r~~'/lI?V, ',J Weather A.M. Contractor's Representative(s) and Title location and Type of Work f /J,,' I r.n " n Book~ Page~ P.E. ~'.;j hi /:, L, ;!.f'~ Day I"' "01, it... ....,"''; Dale (I /I >f' "1 P.M. '" '/ 5? 'c,',.{l ; 1/,/('"., fJ,11 ;fj'7 ( :;, / (hM/.Jdi(kc A'J), Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for maintenance. etc.) / /' // Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters. District or FHWA, unusual conditions, recommendations and statement for monthly estimate) a ../'L(/-!lffl (' "0 L"~ (& Ly -hlJl,;JP ",! :kwl?f.' I I -H,., ~7"I'i~;t;'lc ":/'.:/'J'" v,":I,}'''I/ I,: '/-I./f ~ .c~; j'~ 'II' 5<: '"\ " ,:,:,,~..J '1 F.!"" ,,' '-" f /, J. 1,1" <7V !..JII i I""" I ~ ^ d' ;, -", , ,,' 1 Y I /~, '.'I.):JtI~ C~~I ,J' I< .J ,:, / UHh'h-r/~;.il1Jf: ,:~i'/..J /1', ~'l' ";; 1'_ I." ,.)-1.. -1"'"1 -[ ,t~ -f. ".':."' f J:.- Ilia,!'" ~'("I..f/'-,J"")'~' ..~, ':':r~' 1; ;" ,1 h":a'i-~: I r /J_ "-I., "H I" I :Jhl! T -1,.,11 j) ':.i-j'Y,L", I~' 'Y" ,,' ('I._ ," ~l:' j'" .c:/'/, ;"':-,' I ./_;1 ,""!~-I-' . ,< '''''' o - Yl, ::-"='=~~~;:'n~n INSPECTOR'S DAILY REPORT ':;! ..,' _ Book ~ Page ",;;;.J'I. "'.1,. '1 /1 fr P,E, "i',:-,'ii J,;, 1 k'i'7 1-1' IJ""'},.-')"',>)>;> ).11 J/: r. ,'I' Date Highway 1;1 ,d." )., /';/;,1 ,; ~~',~'" ~ ,.., $IIJj P.M. //), r (, I f'I(J,;/(r;,jJ"T-- i, " J ( . :1), Day /',1)'\ ,.; ,ll/rl / I ',:1 (11(j/11~ </~}'ll\i( Contractor's Representative(s) and T,t1e Location and Type of Work 'I i j.1Jld1 /'l,j.t n4' ./)"'.iJI' I . ,,",' " ,I" (),:, .,!/ {..' f/ ./ ,./ rIJ Number and Classification of Contractor's Men and Equipment Status (In use and/ordeadlined for maintenance, etc.) Tr.',~., n"f ~- r~,,4, 1",.1 ;, ) ; - . r-i .... <::;-', 1+ - P,l' ,)1" /7 ( ". -i FI {",t,' Diary (Report of day operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations and statement for monthly estimate) .T Fr ),'i -i f f i , ih .... ~'" rl :-'/i,' /;'v~, 7~) r /) " {' ;Lhjl~) --!'t;:;U(!r /"/j':;, -iLl, //'1..f" /~'i" '; ,; i J 1.1' -A."/I' i- '.,:} ./ 11u,{! /"),,1,, /,{\" I,V:;./ (1.;- ~'f -l,,' illi'FA r/" r1'Plr'f-.n. <'~i-\ii-tJ -/;, <Jlli1",uhl i/,' ,,.../ " Ir:., '1 ,/~, -/..t, "I -/ f' J,~ '.1' j\ " " ' - f -- ~. /)_. , ,..,:--' ~ " II (1 ,~ ~- /;'-'110 /,',' .-1 r r,~(" 'J(:) 1/)/,., ,;/J I"J' , "-' ,'I , , (, I,., l ,- " r:: / ,', " /! ~./ y .~ ~ l' , ./ , , ) / ,( I " . . 1/ . ~ i /<; ; f. /, '.i~1,[", oJ': ,J! ~. 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Su NtJ" In 0' " I Contractor's Representat,ve(s) and Title Location ,and Type of Worl< jJ 0 o '\~~~,l Date '1- '7 ~9 P.E. Book~ Page ?~ '=~( oTt )4fi, nit/!- 11?t] Day 7huf5di(J!/ ! /l};kr u.) of.' /C. P,M. L, / ll61 fJ,()J'J..- - /ii'pl',f fl ../ /,/tJ{ Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for maintenance, etc.) " ' j) () wokl<:::- Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters. District or FHWA, unusual conditions,recommendations and statement for monthly estimate) J:."'(',~/1P,( li/ji"'rICioJII'" IXI '/nn..., (AI'/({ aSkNY h",,- /1~iJ SOO'<.) /p(}j)U/,? Jf oC;l~1 i.:J 7f{{.(r!c. I,J J('..q;.t5olJ CouJJ! . I -laIc{ /11/1'\.... --!-};r;.T -Ii/Me 0'{5 a bOL-d 3n /!J;/pS -/0 c'PJ ClI.Jd /& Inlll'S of I,:; Ne- Inaf..kPl5, Ci'sh,.o /1;IiC ,f -Ih" .s.;l.IM, C"ew dlJi. -!1,tAf oli. if he. /UleV. a "ir/Jplla+" (1M I.,,) , !f~ .5til~ -!j,t1.1- he. WO/Alcf (,):J,obtlblij 51'1-Jd atJo-lhU: i..' I ' , I ('fieu) II. -f111/( Ie WJ iA IrY l7e R e. jJr x-t ('all nJC.. / / / / / / / / / / / / / 422-004 DOT ,Revised 7/85 !..--/ 7) f)~1-- Igned) '.7 . , J '/. g-<t-,_.i;i~ tf/ nspector - - ~. =:~=-t~~~::'naportatlon INSPECTOR'S DAILY REPORT Contract No. t1IT;) ')I(),\? Highway Section (Title) '?;il1Frlif 1fT ,11!11FkiIJ'j Weather A.M. -f!J:J'1 IlIil),l;,/ Sa" ,P,M. Contractor's Representative(s) and Title /? I; k e L ( /:} f.<d flOn--- Location and Type of Work AJ 0 /..I) () p I::. Iqg<j Book~ Page:::';-! " ' Date [r'-:::q.S1 P.E, '5'cuH j(/( vilER- Day Tt..Ii: 5(Jt'}~ (J / e ~ fL 51,1 fJ!\J1f khlJi,llf '1 vI>' / / / Number and Classification of Contractor's Men and Equipment Status (In use and/or dead lined for maintenance, etc.) ^ } n L!.)'i) :tIC. /' / r ~~: " ~ ~i l~i f" ,. ~:. ,t i ~ , . il.. I 1;-:: f \ \ t ;<. '4"'~' 10, , k ~ ...., :.-".,.~ .~#' ',. ,,- :.,',..'....,:.. ," " '. 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" ' : ',', ',," ; , .,' "".'..,' ":",' ',," "",", , '. , . .,'/ :.' " " , ':'.. .: '.' ,,":.' PHONE DIALOGUE" "'\ O''''e) ~B:lliL-'BE1i.LDf--"-"'----------'-'-" - .......- .-- T:~k~d witt, Jlli~.fd!J.t.S.fl{oi?l... of -'l'Pf1Jl(--IL-LJ:Ne./~___.. Iy/,~,~~~~ ~arty called Time__1L (511rTL__ Da.e...'t.'J8. - ,'81 SUb,ect --Y1tJE.mWL_ mf11ttiJJJ_J1~7---.----....-..---,-,-- '"_''' Whall said _ VQ!,d2 mite.. a:60U;L__~jfip..::..S.eJJJ"jfJJ.3 flfi~AI'lY ...../tlPTJL..1..J!C3IL,Do_., y er:.. HeR..€..-, I..-fn/&", him......-fhq-f_Jf.f)J/iJ.!j -4J.ffIugattlh.-8 D~:s__h e..yOAJ&..-Ibe-i f.._C!fJAJtfl.lld__ihW_C."IAL .,jd-..__ ...eode.AJSiOAJ_,-,QlJ ly_tJ.......co..up-le....d.ays_..Qt_?Y.P/Y;.___, "" ______ What party said: --.SBi.t!l.__-fhe.y--.!1.I3e..,....J'.AJ~__t;1f3...f!A..___o1f_.. 'f::._p_-L__ 9;1L--fhR-.._dJJ...te._f.lIVIiI...,Lf?"h-_Dc.:roQef:-,_,,___,____________ Action Needed c , ~ :': ...'. ',,, i: \ - ! . ..,'.> . : . "': ':, '. .'... " " > " . " : ."".,1.:'" , ;,.","""..,. '-1(. f , l I : , o o - "' ==:-ri:.:'~ :~i~aportatIon INSPECTOR'S DAILY REPORT Book~ Page~ Sc{"),H I); lUIC((_ Day lh t, ((,,,1)0'1 '700 Date K' 17- 'Xq P,E. Contract No. r') IT f1 '9 AS( Highway -- Section (Title) "(',1 j" ",Pili' II 1111 f,r j Iq':;'Cf Weather A.M. ("if" l'Ii -,+ ~ I;j~d bc" /7<' 1,00 P.M. f"dl" I Contractor's Representative(s) and Title j , I j "(' I , I rJr.::."'l i' ,-) t'Y\ Location and Type of Work GI'f~:O;IJj1I( (J1~'I!J. J - (~(If<I(JIJ (/0 !tl')y.. (JAIl) 1,\ (hJl'"~ oj) rlpfil'Uj c<~ COMI. ()/r. (,f1UJ'o\rf', Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for maintenance, etc.) JlL'v(! Sir",uf((~ ~lJ('(Jn'1/1 t;1 ~)t!:(/l:({_ /"'[;:(,),-('. o"1"j',") ,<Ti~I/);tij,r: 1r~LJr/" (J likl ':-.1,<">)> - 1.'1/f)j()f, '.1""1'>1/1 f'ii'OM"J,iJ-/6:vcr.. nI,'". _ ({ 1')('(';";' ..IJ ..I Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations and statement for monthly estimate) m'-It!' I; !.Jr:111"1l~ fXv-Il/l?M~rO li)l! {Ii:lll nI'/P\/PPd((1.. rA'l } :.3<')1/1')-, ,T (3J/A-Ac.!,,{J II., ","" 9'.;"7/1,,, Ui){),) 6.,1("" "'~ II!P"Il",r2, 1;1' "",(")..117.,1 J-"~ "5-1" [,;A./4 ('I?€W I,)()/(I,( A,! i" -11,( 111f.I''' 'Inr/i(J'f'-IJJr<'f 0(/" III ')~'~I',II''' frlJalrf" IUvv.l/, ~lJrtl h)"" I.,{J t.. ~ ,^ '. I aU. ./" I, I~" L L,-i Ill' >,.J I'~ T -In {J 11,,~ 11141' 'fl'eu eo" /67 cL. ../11f .....n. r:.r-7(J)i,lfllf, rUit1tl ///0 1/ ,AJ h/iul' ..Ik,,;. '/lfd'l 1))1' r1-1 II/e 0~:hd,IJ(lif .:510(1<,. I ~1(l1- "tJv (InJl-l/Pllt"-I7)f,' C<'( -1/,1' ",!vC>f, a'l IO'I':J/!rr.. IN, f" <:::;1~':IJn:_ -Io1!l fi"" ..u.......J;L^..}.,^,,, 2",,, /,ifl/),,;S Dr <leI1ot<.! /)t7iL.J1 A')L-t kdoJbl OIJ-fl., U;,?,f!.s. 7!lfl" <</",'.{p,r:r C;itkd,lld' 7Pit'(J, c.?(( '/-1- /1 I~m ClrI.};{' -Il"'J/31;,r?? <;d /I;;;,J ""h- I . . - /'In"'; 5:J"'f+~J] (jl () (~/IPr;'.)"rP 111'):1 nT Jr ::~!(I/, .j)..iH ,;?f I:X05p,?1. <::..1 "J.:j;' r,1 ~ '-;,'liR/)"Woll l-it,,)l1 ~)/I e)1 ~.('/) '/i" ('.AU (?;1':-';/>5'~'rt' 177 1;;;'(30,1'1 aNt) 1",,,1 j} a+ q' ~') ",A ""-fn",\,,/,. td II'd'"d (/'\'.:0 ~~, 1'2"':")-"'1" ,-<,,),,0 Vlt7AJ Q"+ ~(:;';I..-f fl'/' h' ..-:;,) ;:)/'',0 )/,-('1 i ,/,'p +',0(11/ , ~"''i v 1 ;S1tJ,_.- '1f? /jhl olJ yellow -t 1',^T..Jlt/C' ,J1( /1 I'JlJm),nf OIJ I/~~adl.\ .j.,.,~C'Y . J- -(vIr(! /?/,'j-" )(..(.5./VC'R.. .' -r ,,';':, /; 1.+ -1-1," h, k 1IJ1.) /, j -fi,,, 0'- J, ,..N /1/-', ';/J... A ,.I~< Com,,;Jti ". J1"./, -H,~ If!, ~~ r IJn -(/,.).., h/C' f' ~~7,,)I 1;,4(/(' 0-11:;~, ;:i1 ~ ...(..1' nJ If"" / // // '5 / .....- .....-' ,/ /// .~~~1 /L..-~L . '(Signed) () Inspector ,..' '::'-~-, '.. . ,,' . "',' . '...' ',." ,':, ,'. ' ' :, ,', ,':; '.:-'," , " ::. ',"...,'.. , ", .,', , .', ' ' " .'.' , , . ',e"" ,',:' " . ',", '. '. ':, " '. ,," ':.",' .,. ...' ":, ," ; ." ," ',', :. '.' ';:'" : ".: '. , .,.. ',' , ;:,. ,'.' ':, .:'" " , ,', :,: ::': ..., .' . ;", ,:"'." . '" '..' ,'c.." '. '. ,::, ,i .,...' " , :.... ' .. :: .'., '.", '.', , , , ""',' ,I'"~ ':' : " "",', :".. ,:::,., , ,".','" "', ',. ," ,..... '.', . ',' .,,' ,". ,', :'" . '. ;" , ': ': ., ,:".' " '.:, ,'. ",:, '. _,I" , , .' ... '. " . . . , , . ',' ..., '; ,.,.',' :. ',. ..' .'., '::. :.'",' " .' '.""'...,..... <- r' '/:..',' ',,"" i I ~I. I 1\.' ;rt~; PHONE DIALOGUE" (\!;) I (Name) -M~'Bf11U;if------------ ,_,_______'_'____ Talked w,'h .J1Jitf. Li !;gJ5rRJ)1'Y\..... of -'1pf-y 11 li'f/:::-----'---'''- ~ called [J Party called Time _~~_"~_~~ Date __8::J!E:.'8.Cf_.._._.__._._____ SUbJec' -'P.-f1J!t.IY1BJlI._iYlfJFk.i^!!J__,_________________,,_,___ What I said: Q, party said, ...!:IT 51: Qlli...tl'1..-lI\B.!:I:L...ALo..w~: II bL iA.l..:ihe...__ tVlf!JL ~..;f- ~'?;(L.l1~........waLm e.e--t._fh.L....~+_-J1J.L _G!!JR1:Pi/'.lU..~ _____ Action Needed '- ./ ~' ~. 1: . ,",' , , ..> " ,; , . . ,,' . ," ,', ,.' . '::" ' , " :'''''',:' ., ..', .' ,:-:' '.; :.." "'.,'.' '.,','::" '. '.' ":", '... '., .: {.. , ,'... ". ,', ",.,..' .' ..' '.,...'.'.., .' ..'. ' >, .'.' ..'... :.' :...,', " ...' ',..: " ..'." ,', ,'... ... .' ", ," '. " ',': , ..:,','..:', ::,',' "::"',: ! ' .,i', ",,') :. . ", ., .', '. , .'. .':' ':', '. , ': '.. ' ",,'" . ,,: ,:' :..,...:., .: .;', "", ' ,'. i. ':" ",., ". '. . '. ", ,', , ',' "'.,.',' ',,< ,:: : ' .<:, : ", ..,...,.:.':, .' . ,.!. ',.' :. ' ,,::' ,'; :,', :>:,.,', ~, .: I \,. ,,.. " '.,' ,''- ':,", .'.' " ": '.':", " ' " ': ' ,:,'., ',' '..' ,', .','.' , , , ',' ":::. '; ", ' " ' '. ',",. ',' '. " ", '.:" ,," . .': ".."::. .""""". "," :. ."',, '.', ./,. ".'."".., " ",' '. , "','., ':. ,:",,: ..>,1 .-.;, ':,:' ':. :": 'i"' '. . ,.::' <- , .." . .. ,,;" ':;:.::,~,"_:":,,, r "j , '::''c'" n':':" :, " ,""':" ",:' . ,.',' .., .' . , .", ,'" :,'"", " " ''':,. :' ,', ....,.. '.'.,::." ,'....'.""., ::, ",.: , :.. " ',,, ,,:'.' ",':" ,/, " .,:." '. ;:" '., ,:/:.~' ,', ,,' ,': '. '" ',,' .' :. ' , ' . '" .: ":.: '. . . ': :.', ,,", ' , ': ,,". .. ".',:' , ',.,';', ,.' 'i . ,'.,." ;'< :., :.. , ':,' ',,' " , ,'.' .:,:.' ,.j ""':" .' ", .' , '.,: ,',' .'..,,':'. ,'", ','" """" ..:."., ,. , ,,' "," , .' '.... ... ' . , " .. . '..,' '. ,".., ' , . " ',' \':i', " . ", " , . , ," .,.. .... . f; p f .~ "" ".. ,'. ,1 t I f , t, ~, " ". ~ ,l.)~ ' " ~. .. ? ': " .. .' ," , , , - y" =~~W::"'",--n INSPECTOR'S DAILY REPORT YY:T' ? f) <;;- Highway Section (Title) 'P.'7c!{:l~t,u.f fI?;:?fk: ":) 11 R 1 Weather A.M. :,..Jcr J"U:;C'C:+- (,,0 P.M. Contractor's Representative(s) and Title ,l'lJ / fr f C il} r<fk/)IJ- Location and Type of Work /j 11 l' ) (J I? r Date Book -L2L- Page 39... ?, /I" 9r P,E, "-(oft ki, ,.,,~[? Day /1;..,.f ,.;r;cP al/ / Number'and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for maintenance, etc.) ! In I <)/).1\'<. Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations and statement for monthly estimate) ~)'~~ Li-M~){~' C~II~~ ~~~ k'(J11~; a~ .~~~ l~ t,I'('C)r::;r- ':{ 'UP ., ',~_ <' ~: :! '9' ,~ y It In" f"" I' I r1I?(J nlolI/lo . __ Ci :_ld~I..).4 .Ie::!'::' 10 1\.. I,){,) if t, I~ 1<: 'i"C e I '''':,/'' t~ln.r;:/'.,.t:;'", / ,-(11,/ 01 S-l1~();'J' SCo+t ,\'i ~,.';U' ,~:':'1C,0 I")'E '7?, (2:'71"'" 1/.;::; (1/1/, / [1111'1'1, T ,I,A',/Ir II :(<; r-J", ;, i:<^':<~:( "': :::);t~ :'~"$'II~~~. -11~~ :":J:~ ~"7~ /~(/~ ';: ~";: .e..~ 'cl: d~~f" ~(" ....7c' ;, ~"'~:." ) ,~;, < /..."~-.' "'. /), -~"'t' -~"~.'1 /..1~~~. '~..~'~~.' ~~ ,;1~ ..J.., ,,~ '~ .'~~'~ ~;,~;j~~; ~~1~. ~' ~.I../J"U.'/..~.{J'I. (' /{ 1 : ;: _' , ~. ({;, v -:< {I; " fJ ~ .9 .; , ,. If' /7 , .-- -. , ( "RrlT (\, ("LL. '..' / / / DOT ~~~;~~~ 7185 1 / / ,/ _/.>' /,;; (1 -,;,?- I ) tUlh. V-1~z7t- (S'gned) Inspector ..~, ''\~....,,,,; ".,"~ ~. ~ t1' \ ~:' '" 1 .~~ I, I I '. ,,' :: , ;.' PBONE DIALOGUE~ ~rne) ~...o:r=:r::________________'m'___'_..'m "" Talked w;,h tY\ ~ IL. ~ of -lkp-pJ.y-=-,q...::.L/H.<r!".,m'______ (] I called pw>arty called Time --9-',fJO-JIIYl.- Dale --/h(9'-ltl./Jflf---_ Subject _?_~"?...l.l':J_I_________.____m_...'._,_____,__.. What I said: ~i:-!*=--de..c..I.L. I.ov ,w_y:.AJ<.-...1l{_bf\IJ>. ...,______ -1d6J..e.-_1_~R_-9er:-_,.. K...!9tis.___-b_..J/J1'i.K.t:.:________._ @al party said: _MLLL~LH:D-..h~1 <.'-. ~ftY....s:...-.:J-~!:;L{._~ ~Y--~f\.-6.nqO~~-._-w..I'0~---nfr:,--Kt......Q.>,':'>S~- ..~~e... '2N(!)'"'1'+ 1A.>J2~~f--/2M--PE__ -~,(D~~ ---,- ) PHONE DIALOGUE~ i~ame) -d:JZ.,EA J 'Bfli I G~ "" Talked w;,h m ( ICe of t:}~1 ~--"t....Li...AJ{~ _ ~ called 0 Party called Time ---'-1_'3_5_ Date J~LIe....:::.Jg____ Subject --3r/f.if!J1J(! J .-'l, _ _J.. What I said: TOL-O Hi...... 10 ,/)'Icl ~ .._ --ih.~-tJD..",-,itf2 dD-LI::,,)_7h~4/lfljJJ..f.fL---a,~~_ -1T:s-f.)fJj---'k,qitJJ~^!!~__, C)al party said: .~Lh.L-.J.J_o.J,d rfJ &t t {fYK( b~I2e..(p~ 3-ft'b..--b~U..,11r---0{V1JP.fiJ-/~~K~-~- Action Needed ________ ,"'", ::.,'.., ':; '," '-, ":',',.' ,"<.' '. . '. "" '.. '. ',.": n' .:' :,': '.::: ": .\ "" ' . ".;' ,. "" "', ': ", :' . .,: ' .' ",' , .,',' ' : ' ~ . ,. . '. :' ..':.: ,':' '.' ,.... " , ...,,"...,':. 'p'. ,.' : '... ..' .,' ,'.' ,:.'. ': '. " ',' . ' " '. " '., .,: ..,' '.".. ,..'" ,",' " ,:;';:: ., '.', .,,'.' . .- '., ,.\ ':, ,'.:,- .",,'." '.: ",.'. .' ,.....' " :,,: '..' ..... ',' , ,:".' ".. . ' .' .'..". "'.,,', .,', ", . "'" .,.,.,.'.. .." ".. ' ":: ' i ,,: . '. .' .,.." .,.,..,.. . ..,., '.'. :", ' '. , ': . ,,', .: '.: ' ':.:,,:, . .', ". ',' .' .,' ".:' " ':' ' >: ,:-. ; ':, t.:: ,',:. ", , , '.,...., o o .- Y7i :::~t ~~~:an.port.uon INSPECTOR'S DAILY REPORT Book~ Page :')! "j,/O ::"j'! P,E, SCt; IT I", c.Vf'1e((. Day 71Iul,"5d(J.<! 15,;1 J Contract No. /77TD '6D'8' Highway Section (Title) ?fJ Ur: /11 /?iJ1' In Iii:: ^'''1.)1 I q 3' t7 Weather AM. ()[Ni:{'A 51" 6 '5 ~ v P.M, OVr fC.(It(") f Contractor's Representative(s) and Title (7)ike i,l ;'1's-IRDI't\.- /' j . (' J (' Location and Type of Work l?IH?'o.'ljoJfI<, J.P11 ...;(DP4~ ((ReA. . " Date Number and Classification of Contractor's Men and Equipment Status (In use and/or dead lined for maintenance~etc.) '7\U)S StitJSON- tDl(()r1'lCUJ 71}{J~r)IDLt1..'I";z.. 1- Fof!(jT)lflmoflaOj/lC-/f,iAc.{<- !--InN!..' FL tJ.(,t,tf.. Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations and statsrnent for monthly estimate) I ("rJ(Aah1 II/) wiN, COAJ1{.;'adrl(Z {~f q t!)tlt ar 0nl!.d'IJer<.. f3eMh Rd:.' o/Jd oLD Gf-111.01I0efi. /-fUJi). RU55 S+IIJSOJJ tf'4ue me. cC (loPI/ of -f1'ili!.., <;-fr~ b!d{s -N,ey,. d"Q )1i!5-i1({.d~'I' L cf"chefl. v /JumbeJ(5 , t<.,;d- '//Jt'u was 0..- d'<('f(t- arJC O!(/.J{)m/ot'5 he,fuJuNf't1i/IJt .J.iJdZ -fJ,tlKS ON g', 'd. 8' -,If",", ,'llIsseJ2 It s-lM! bOIL 01,1 Ch,fi/tfCI.II1'L- 1M, af /J~J'IJ(k I.UfU5e'Cf10JJ, r. I1.}D(Lme& (Russ'ShAJsoJ) 0'( -this Iii /1 flll1. ,iJM1L t(I:Jt.Jc /;/11'1 (bpi!':) or I/JI( IJvmbttlt'5 -r v ," 0.+ -fhaf -hnle-, .J- wafchu(' CIJ^!f..acfolZ; UJo/U '^:- -Iht!- (tlpi'. ueOf:lIt:(I\et/-. 7(1 f/ VI ~d a.-!- a '" fmt<- h!'a(/, h(J; cd /). 'I:; r~. T / iN a+ hcd -hme...J 'u S lJ50 ") J -fh(J v)e/ie /(JdVI/J(/. I tt.skuf /;Ui ./n {,,"tJ.UI.L /)1(.. tJ.. Co I nO!' a. f 111f.. -5)10 '))11, ch /u did! STrIPM1<S To TfI I., f-'ii''il? ;}..qc; X-{.()r1Ik5 -!u7f11 <6-%1 3'77 't-Io'd 13g, ~/I'-I X II? " "i-F--gf '6-1''i1 g'lo81 ,nl ;;l3.l. --..!I.L , , SSI.f x-/;J DOT ~;~i~2~ 7/85 zf-/ (j'~ Ml:0. , ',,;v<. '(Signed) ,nspector ,~ ili. ~::"'-=::'t :~'::.........-.. INSPECTOR'S DAILY REPORT o o Contract No. ;) rr 0 'if 0 ~ H,ghway Section (Title) ?nUt3rY1tlVi 1111,)12/(IIV C1 J "10 9 Weather AM. OUeteo..s+' (Q()o ../ P.M. CU(if.-c((Sr '"'J5c Contractor's Representative(s) and Title rill K( (I (. C/ eST!<ol'i'- Location and Type of Work 6p'i NIJDN (,)~(,U'E.U{c " '011(JOfj,' (I) Valley I~)/} ('HIt11/1C(,.(I),,- ,-"irtJllC,tJl"fi otJ Date y. ~l';N P.E. Book~ Page 32- S(01;- Kl ,-IYlto/.- Day lJJ t.DI,JP'JJlJI/ Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for maintenance, etc.) "NUS5 - rol1~mlll..J -If;(JI?I1JO /C1!(NZ_ /- [otrO T/Ii'kl'lloP/'1',I1C -fPU('k. f1lwk - FUlb6Nl. o - "/I ~~~:t~"::_.........-n INSPECTOR'S DAILY REPORT rn7'1? 710?: Highway PI1,)fJl1;P,,7 />'11'1((;:; flJ'i ./ Dale :? - )? xq P,E, Book--!2L- Page ;21 'SDr/+ /(, [11-1€12 Day / 1..1 E.5{)I?/.t / Section (Tille) Weather A.M. Contractor's Representative(s) and Titie In I Y I' Location and Type of Work Iqr;q P,M. <; (I wJ'( III df-,7f<o/'J-... J / / / / 1\0. Number and'Classification of Contractor's Men and Equipment Status (In use and/or deadlined for maintenance, etc.) Diary (Report of day's operations, orders given and eceived, discussions with contractor, visitors from Headquarters. District or FHWA, unusual conditions, recommendations and statement for monthly estimate) nlll /)J//,/h(J,"0;.} /p,ft -lh(IOb at :;:','1"; .om a.ffn2 -f1,(Jv ";, ,.p' '-' ". J ,/ .., ~" . dr" 1 ,no;' ~ ("5 (I ?.5o.-v COU,j/c ~ ,I, rf II/I h,rk T,.1+I7I"'. 'e +,'0) t1 (~I'(i -II->, I'b~ 0 ( .<l ; ~:'t(j -fh~~ i~, -HJ~ /'nrHrly M'fa -/1N -IfhJR~II),~ -IA7;..) , -Nil'/) I-J(' /I j,/re If /JutJ. /:/e <, a f((:' -I1"lrrl ~! !-)Ol.( /& hfJ/uV oed .LJ;Ol1.)o'lt;1((' rRrf/ aMY -If?<'I.) -Dlf?) Ipft.(/!LJ.uJu--B.JID'Cr::Jll5./lLJ- . T ./,-,/,(J Au" "/0 .:1(./1' me. t:< /61 0-( rR.n,,(f' ~I/>r:t'" 5-'~ -117;;-/ 1.. ('11'/3" h,)('/( (;0,,(/ !))(7C"Yt" w)",,+ fj,,,,! d~67 ti,(J..i,: c#lJ...'(~ lIe ~,-1!t1laif','5. -!f1d-f -If?!',! ludl be dOli)!!... OJJ 7htJ,f?sd/J..'1 (/.JIlt, -/111 <, li<-f I'.f "1n,fl ho (1 , DOT ~~e;~~j 7/85 -/;Uih_ t.?a..;iL:t. "(S,gned) , cf" Inspector o o - .." =:'t~~~apor18tIon INSPECTOR'S DAILY REPORT Contract No. /tfT () 'i!eX;S Highway Section (Title) ~Pl)UEmf/JT /fh1RKI/Ut/ ;q!f1 Weather A.M. OII/J.11.5t-lNNlf' &50 - 15" P,M, C'1t?/A/L Contractor's Representative(s) and ~itle mil: e.. L; I q "sir< 0 Ir-- LocationandType of Work {,II /tJ O~ TIltj:lno, UI 'cS )/IJdlock.. 'fI~f.J.-. - I" ()/<I"55ill/ I c/lw2cH uJ /!J/{J//f:.50IJ, "3f.!il- ".Lf{otJda'le. T-?"Cl. Date if'. ;? iiC! P,E. Book~ Page 2 ~)Coi"t iii" i'fH:li Day T/..I e';['Fi}' /tD" <; U~.JNI/ / Bll1l-JC IIf /lrVL';'O, -r",T';;/CS€ct;OAJ Number and Classification of Contractor's Men and Equipment Status (In use and/or deadUned for maintenance, etc.) Russ. tbRnlf'1I..J tf'lJctl TNtmo l<1w!- /.r,//& 15-?/'/JI'.m:){)I'1"'-;/Ic '" -ir:;(HL HJ://JI(. FUI6U:-11 ' -.-.-. -.. .----- - --- ~ \lt~ o - , ._. ~ W..h1nlllon Stat. . ....,_ Dep__loIT'.nopo<Utlon INSPECTOR'S . DAILY REPORT r)-r- c 0' ? 1. &''1 Contract No. I I 0 6 0 . Highway Date Section (Title) f>lll/tlr1f)JT 1'tI1!l<lr'itJu I 'n9 Weather A.M. (i'Ii!{I{:. SUN/J'f 10 () P.M. Contractor's Representative(s) and Title In Ij( t (i~ :J1:S1f?{)/'l~ Location and Type of Work IV i) lu()F.. {<:. BoOk~ page~ P,E. 5'('crH- I( i ......n!: r Day /JlO;.iOFH( Number and Classification of Contractor's Men and Equipment Status (In use andlor deadlined lor maintenance, e\c.) /JO !lJoR/c. Diary (Report of day's operations, orders given and r~ceived, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations and statement for monthly estimate) Ilhkc Lt/.qes1A'ol'lL ('{{//tct7 mt ",,1 1/15/)1'1'\. -fJ,e w)(}iJ / ~ he... /iN/I!.- to 1(1, -11Ie~liIo{)I'I:,;f1'c 5 00 1I10iZNiN . T/if uJ/1I I)/U'I' Iile. a.-I ,!1>i!. III-dlv(/( /0 5-/1-11\1 -fhR/l/OS. Scoff k, (me,:. 11/15 d'qwhfJ 111 -J11,f.-r -h ,.lIt . - / .,J.'~"""":fq!;r,~!Zi\!\\~'!fl""1"',1"'N""'~~__________,_,__ ~:__,~>.~'"'~~,__ PRONEDIALOGUEK ~ame) M'RGA) f? r;ht51f- Talkedw;th 1YJ,le.. U'gcmf>>'A..--Of /ffJ'r.. II Li 1./t7/kAJL_ o Party called T;me --'J~S_ Date -.:i.:..."8.::::.J'..J Subject ..Ih.:tlf.m.oS What I sa;d: ~~utl a-blj ?rN'&.. -/vI c-.( rll e /JJe d I)e5 Je"- .1 ""!..Ie" tli -Iv Inee-/ .fh(l.1' r tin-..- If, ('nl t:1 Iso :;1 party sa;d:, -W~~Lu.t,jJ-U{l--/:Q~~~~.ld2 - -lbl!f_tUl/J-bt.-"hea__ a.-L_!L3DJlI:},.,c~Io___~kJ?LJ~,p:"!J~ -fhu.!J1Q pJLlf>1Lc. S PHONE DIALOGUE" , v;~ I (Name) MRtV l3"liL8V__,_______..___..__.._____, _ ,. __'__..__ ~edw"h rniK& Li"gLS-fRPn-...- of..1J/~l.LJ-.jJ/L__ ______ I~ called LJ Party called Time -1.L::i:LP-~___ Date --Q-~~_-:,~t ~ ___..__ __..-__ Subject -...E1J.Ilr.;;r;,gM._m1J/f};1..j)J;,__!!i~'L____...___.._ .. , ,____ What I said, ....lJs~_-!1Je.. SchPLf~o/'_--!b...~1J1.0p_Vl:!Ji..':-5 "------._-~-- What party said:.Jh..e, 1AJ~~SJJt~L..if.zt.lJy-./J~_-:ll...L.....!J..y,e""JPAl JL" " (i}JJTues&.~..1!1f)...fuJi1!J.~ f{ud.1fJO,..wD&k..__ihe-kJ._I'1:_____ J/Je.a--f11UJ..-_&1J.L"::;EEJ:l:_Jit1iJJS if Se.,+S -Iht.1:J:..-_hgc:j~_ _a.AJ.pjt,U--~ar------_,_.._ Action Needed ..... ) PHONE DIALOGUE~ 0me) KJ1u;) f>t1i df- Talked with J11Jlif l.,l L-Jes1AOIf- of IIppl'f. f}- f//JJ~ r-kbl~ o I called [~y called Time ....!..L...15~1J'J......- Date ;;. 7- 'iftj. Subject TheMiopJs;.-f1c...::, What I said: t' i iI eti party said: ...fl1iJ.~ln.cL:lht..1~~ u.. r mL ~l.-_ ...J!lM..MtI...._().J,)_w.eJ.l\!eJd~_fYlo/VJi~~A,nvJ-sfMd: _---/'b...e~ i' . i, k. Action Needed ,. t ''',,', "".".." . ,.:." ../".." .".. :'''''''..'...'..' \.." ",'.. ,"., .. '. , ". .. . ' ... .."., . ,,' ..':' , .', - " .........,.. '.., ,...- ..:.:,' ..: ",. ". .'''- . , . .,...... -.... "'. ".. . '.." . ,,' '... ..', '." ....', . .... . .. .. ". ,..' .'."... 'i ' ."j - '"'' ".,:..... ,'. ..., ::, '."'.. '.'. :'.:,. ".. : .. \ " ", '. .. '.'....--.. ..:,' '''',' : ..i .' , .. :, ,,:c, ' "": '.- ".: _'. . '., .. ". ,:':,: .. ", ..,.' ,,' ',. " ., ' ., ':, :::. ,,"', ' :, ": ". :: ','.... " ~", ,'>. '. :. . " -', _'_,' C', " . .. ,:'.", ',,'.. ',,'" : -," . ", ,:,-". ' " " .-. ',,:' " '.." ":'.' ',", ,," c' .': , ", . ' ,.,' '::''':'.''.'' '.. ."".,: ," .,< ,,' . ... ,," . " ,'. " '. " ." , '" .. :;, ....', " ..' ": ,,":,,'....,. ',' ,,' , ::'. ..": ....,. ',', . " . '.' . ," . : .,", " ...',,'" ," :";, i,'" ,,' ,,, .' ,;" ',..,...':....,...". : ".., ' ' .," , ...,. ..' '. :,..,..., ,'.' ,..... .: " .. ,: ,'..,..: ;..' "',' '. ':'", ,'.". ',"':"" .> '" "'..", .... ',,' . .':-. .' . ',,"" '. " ". ",.' ". '" "c ,,':. ,....'.... ".:" ," j.t, ;),' \ f', ~ , t j I " .': ~ .:', ,',' '.,' '.-. Wi :::~~~ :;-':r~.portatIon INSPECTOR'S DAILY REPORT Contract No. /IJTr>9:n'R' Highway Date '9. J. 'i? '1. Section (Title) pI1Ut;.,ri/';.-;. '{. rJ.'IJ.;J/;;/",,. ~fJ /Qp9 Weether A.M. P,M. Contractor'sReprese'ntative(sj and Tille 11/:,i- i' ( '11~"<;';'p"y^, Location and Typa of Work .J ),.., /;.,) Of? 1/ Book~ Paga~ P.E. <:';r<'l7"T"K,'{ r;1~1? Day I()~ (fl, f'( '(,;7 Number and Classification of Contractor's Men and Equipment Status (In Usa andlor daadlinad for maintenance, ate,) ,II) (J t / )r::''Z I( = -- = = = ~ / DOT ~~ei~~d 7/85 If'~ fh . ( ~,gnad) (&~~ Inspector -.. .- o -':\t r; - y. :=:=,=,:~~~.Port-uon INSPECTOR'S DAILY REPORT Book---D1- Page'~ ) -:;;1, 27p,E, 5 (,)fr IIi Uf"ft;K.. Day Thur.:sda'f / Contract No. Seclion (Title) Weather AM. nlTD ?,'O?' Highway f~}Ut Yi1f AJT. 1II;lfi!(,/J<l v 1969 P.M. ---,., C.II 11:: S#ro/h. v Date Contractor's Representative(s) and Title Localion and Type of Work IJ J In, 'u W,)t/( Number and Classification of Contractor's Men and Equipment Status (l~..use and/or dead lined for maintenance, etc.) / // // Ct?cw, DOT ~~~;~~~ 7/85 I / / / / / / / / / z1." /)., . /J - JI.//L. f72VJ(/, I ~,gned) ~spector '-'" "', ,i, W.=~':'t~~';~a--on INSPECTOR'S DAILY REPORT Contract No. )) IT 0 8 () Ii' Highway Date Section (1itle) PI7U{1/Y]f'/I,T I17J.7Rri/JQ NJ('l WeathElrA.M. 1){J~'/'l nJ,<'7-UIIT", sf"", P.M. Contractor's Repre~e.D\~tiV~(s) and Tit~e .. /11/ k 1"-. illS !-;.W)/1-,. LocalionandTypeofWork LOI-jf),iJf, (J..1'1.J7 fiT III!(}[.()( Ir ,,.. o "~ \~t~' " t Book~ Page~, 7-'::)1.-S,/ P,E. Sliyri- k,/tn__f? Day Thu~s,.(Ja1 <:;f/rP ~., Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for maintenance, etc,) rtl j /( r ,"">fA S 1I/'1K:... - fDb:/JM ,() j. fiw d' ~?5.J 5TIf' P/IJ4 '"iF< uc r 1,'fJiv/-:Cr,I/?<)ON" I1qiAJJ~1l- 1- Tb'(0711 H/J6n;lJC; '7<(/('/(' .. ... ... . .... oJ.,.. . ' Inf'JX- FLIt:/',ffZ Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations and statement for monthly estimate) fr",II~~~(~ ',' !;;,;:"I.!J p/l";1 4+ ., ~ Am nr~ ;U<;)~:rL -Fc;I:{l~M/J, In {/, If-+: pM.. JOUJ ,-/n IrJ(M!, If"; () i \' -fj . l:i";-. j~I/';~;::'~~+ ~pr';~~::'/:cf;(:(~11;A~; a;;;~J ~/;~;l~;::; sh?,pdJ. (ih;p~"(lol(l,.o 1J,?(Jt ";;;'1: 1/ (/)(j;:'''''''' of: )1"11001 (''''liAr!- IJlvcf/r"./i ~ / / / / / 422-004 ,./ Revised 7/85 / DOT -f,~./l&L 8::1.; t:},,~ {Slgr'ledr LI Inspector rYlTrJ 5't) -;;:- Highway fl1l)pmp,JT )17/1((/:./1; niJlf/f'ri"i S</'> Contractor's Representative(s) and Title I'll,' i:' f Location and Type of Work () ffl? " il.., h (V/,?"((uJ",f~r1 t?/J '~, Date 1H'i '7 -,)1" /71 Book~ Page-2.iL P.E, <:j IXft k ( I rn di:- Day 1".h'(':II'>S/.Jlil /" "j 0 P.M. 0(/,' /' ("0"\" ! , [ ,,(/ \ -I?;'OYr-.. ct'.) /7 ,[ (".li/ fl?1J / ( y:' d ,1/(-/ Cd o ~;;~. . - il, ~~=~W~.n.......-n INSPECTOR'S DAILY REPORT Contract No. /r}7o '20'6 Highway Pfl(j(: /lHM' 11)/lR/.:,iJu Date 7-.15' ,r'f Book~ Page ;.;J)2.. "8 P,E. j~c() 1-1 In Ul1t/Z.. TeA t'50F1l( I Day Section (Title) Weather A,M. I '/ ~''f Contractor's Representative(s) and Title Location and Type of Work ' <;J'IIJ e. /..fuNI (AN/) f'1? Vfl- J /?},J<.c- 7U} P,M. SU 1'.11011 l' j . [,I'jI'S-t-\JI'J-... :5ou-ft, Pr, Tf/{.1 { L like. A/l. Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for maintenance,. etc.) -" -" ./ ,..-/ o o :i...:.,,1<; - ili =~~~~:.................. INSPECTOR'S DAILY REPORT Contract No. n'lT7? 'R 0 'X' Highway Date Section (Title) "PI'IIJf:rneIJT l11r-vf?Kil'!j Nf'/ Weather A.M. ('Ipap 5uIJ"r 7D" P,M, :::'UII^)!( Contractor's Representative(s) and Title 11/ i' t L I ( (, r<;Tl'()/'h Location and Type of Work . Li/lh)/-i (i(,O In;',;, ()()/i,jl (~)(d(' (Z;O, () "()' I Fn.,,,f i Po, / Book ~ Page...2.L-- 1-)5- 'f'l PE. Scoff- 1(1 U11F.P, Day 71,1. f'<::"'1'l Y 85" 2", !-1I,I",(7 Pi " Number and Classification of Contractor's Men and Equipment Status (In use and/or dead lined for maintenance, etc.) /}/i.'''IJ ':::/J':;"j,)/i. (...,I<tfri1/1II ;. f')(,,,(' 'l{nC/lltrJ,)~II\;.r;,N:" })/;ti (:;)."01," iP.1;lJlf(!, } '-:e'ln-lA rtna<i"Ja -!('vr(c I ~') T I .., '? Diary (Report of Cia's operations, orders given end received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations and statement for monthly estimate) .I, 'H :":' .~::';V - YJI =~~W~.-'_n INSPECTOR'S DAILY REPORT Book-LLLPage ;Jo ~:~t~~:;;'t~~) J!:~!~ ~ ~n- ~~~;;Yb A!f J '7 X 1 Date i-d' ~I, Y 0/ P.E. <; (aD: I(;//:;;J~; Weather A.M. (l/(Jffl1- <;W);Ju dl?y 7D'> P,M. :5/UJAJY 'Ko" Contractor'sRepresentative(s) and Title' rn I(f J ,Ia.-s-fi\on, Location and Type of Work S)O/i1UU/I!f fJf;'/.J,7J !)/HK4/;t!,). /.I) ,'0 l,hJiU,,)( r; IJ(~ r'l ),y; ,Jr)(.( I ,/ 5~ti J ((0 ( k ',..j I ,II'; {,~, Number and Classification of Contractor's Men and Equipment Status (In use and/or deadffned for maintenance, etc.) / / / y\ INSPEl!T~~'S DAILY RE0T @OEPARTMENT OF TRANSPORTATION . Book ~Page ...l.:L- , coittralNo. InTi) 60S' Highway ~ Section (Title) 7'rltJfrnttJT If'lF)t'J:.iJ.J6 Weather A.M. e Uti f.. "'SuniJC( , c!f>t Contractor's Representative(s) and Title n) I Ie f!. Location and Type of Work 1/ tJ.r2I.; (Ie' sh.;P {J.4i 1)-f~/.JtJ V3UIlJ , Date 1- d-({ - '19 P,E. 'SQJf! iii c.. mft- /'181 Day /'));/Jefay P.M. I If t.1~'5k:(Jn- J , - LA tJ/v/1N I;";} Sf'm', - 1tK''1ct !'lumber and Classification of Contractor's Men and Equipment Status (In use and/or deadJined for main- tenance, etc.) , '.' )- fDlleY 1:5:J /1-1 i;r/ YIr\~fpf( /)hl(~ SUS1JM- ;;/?~rml/J -ff\t((/c r!P;;t/fR. /. 7O'foffl -f/t7jJitJ-/tRucJ:. - r71,h - (fi; Ii. rifle m/JY- FL1766Ef!-- INSPECTOR'S DAILY REP(;;;1 @PEPARTMENT OF TRANSPORTATION Book -1lL Page 13.- Contract No, I/)Tdl?o'K Highway Date 7- ~ I, f;"l P.E. Section(Titlej1hUtmC,"ff /lJlld'I'liJJ ;1'19 Day WeatherA.M. . rJt)dl.. t /I.'5t r'PP, 1 P.M. Contractor's Representative(s) and Title J11J e I ( 19f' j)Ron.. Location and TypeofWork /J) ()a!!fJl/ f', P.JtJ It IN. ;' (In..r!f(( S'(~di k,trY/flt (,:2, I (V)I} I r?/J (/ '(},:; (' I, fJ P J Number and Classification of Contractor's Men and Equipment Status (In use and/or dead lined for main- tenance, etc.) / / j/ " I I Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters; District or FHWA, unusual conditions, rec~mendations and statement for monthly estimate ,<;:~",~,<) -k ,d lu aNd' +11 ,U,' I iO '0'Jf;'~' DY,i 10' :J 2'11 m,l,< (',,,Iu {{/J >4j'U', e ~~" " .+ II, ': "" r, ~ ,,1,,& 0.; uJ f'"-I a I ~""a :::, ,; F:;r'" (;'N'~I"r{"~ I,ll pnll," Mud ~J do(J '"'~ 1,.(; 1 f ' f' "', V, tid t'v1 -IvIfAy , IVhrlf 'I 0 L I; ,AI 313.l (, ,. , '}e/5 0 J , ~T'; I,~~' ~;u>>;) ~< '1 >j tt'., ~,0'~;,,11 b, aJa / bIt I) )OlJrfJ 677 IAJ/)P/J -11",., /ill --/1J( 1/4+, I ..,- I (J ..{.-t sh-,p A1 3 : Su fY;' / / ~, DOT ' "'C::':,':'.:~I~';~ ~ !> :.~~:,... Contract No. Arr!) Iff) 'Y ' Highway Dale 7 -;JJ .ff I'.E. S ecff /1/CrJ16b_ :~;:~~::)%~I;j"ffro/;:R~';U' 19:: Do, F ((iay Contractor's Representative(s) an~~ Title j/J/} i k t l'!J f.Sti1o 1-1./ /)'thlt.or /)/..JDER')()!J 'L-nk.e @ /O./fJlJ.)j.}:S 0EPARTMENT OF TRANSPORTATION Book J2L Page.--.L/...- / Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for main- I' ft-N) 156 ">'II?; .0;"'1 7i?Jv<<.k. r .../ "- @oEPARTMENTOFTRANSPORTATlON Book..flL Page ~ 7-;}U ,g'l P.E. Surlf k;1 I VY)r-rL.- 1'1'iq ..' Day 7jJt{ r;<;,f)tfl P,M. O/Jnf'A<rI- ch,'I Contractor's Representative(s) and Title II"Jik e L i (j~ ,\-/!jnl1-. LOcation and Type of Work (;J. (JAlley Ref}", YflJkrnounf;, .tJl.Jdlel2SoN /r-1KL Contract No, IY{TO 'i5 0 <{Highway Date Section (Title) 'P/)IJrnJFf rr mt::;J2/ciN6 Number and Classification of Contractor's Men and Equipment Status (In use andlor deadlined for inain- tenance, etc,) ,/ / / / / Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations and statement for monthly estimate --rf)pyRI}AJ Ou7 ()J pIJi;;-/- at?, pav fH)/) Rr?.f7I/flJa+ <:;'hrJfl .j ,,+ 11////' miLtr:1~ h{l -IhP. ch.y' yt.//o,,) <{;,I.3 :2.'7 )?o,,( 13M f ..' .' 0 A ';LOOO - 3"10 - ,uJ-Mr 110 .'2,~ IDII 10 tAr)');J? <;r;-;;.. 1/% hW)l/ . !tl.(I-ShDlul1f - 1./ PffL -10 t1h I;) 1)/)/1(1/ atf / -f1?(J,/~,"cR f'IJJ"rYMUtJf- tJAltO --IhtJA) tlN))(l((')oI..) I/lff Rtf} f/I?R,"JPf} hlJrk /.d :;:~ a;"f~~ ~'I~ ~ ~ ~~'~: 3"N_~JoUJh+ . y I/o',,] }n/ll. . N ~R Ji ..J-. rl~~ssP ... ' f-RfJhlfn--. u;,'-t1,_ t(1 5('a/.{'~/Jr?J h", a JViSf 0 -In P'y-f/un-, all- ) i.o ...j L( Ib !::/L. -/1,()<.,,, tflD4~-1 1>>111-.. ~ ChtJNU... ()f!<rt)U?, Tdrf(/,<:;~O 1?11h c:::,U<;A)f7(2- of he/Aj b I!.;~h+ 41J,{J -Ih~+ (.IN i ~ 0 10 ola v c tdl--.. .s'-NCe..11,C4 d,'dJl..ir t1,~jUsf C<.Ny-tJ?"Y OI-J -fRqck..., L,rXtcrftf'1-/6/1-1 7.''10 DOT ~':".~~7n~ ~.u..,~ . . ...... pm . . .Slgnedl ... In.~~ .. . . . INSPECTOR'S DAILY REP@ @EPAilTMENT OF TRANSPORTATION ~<,~ ......., , , ' ., Book~ Page ~ Contrac\No. /111010'6 Highway Date ].)O-~~ Section (Title) PI/ii e /'i" vJvT VtJI)(l.t; ^j P.E. <:; e.oft )\1' 1 111/:/2.. Day -rhWiSdo..~ Weather A.M, P.M. Contractor's Representlltive(s) and Title Location and Type of Work (I) 1111/1(/ PI?', (/}(,/I.;')'//)/h/T I Ilk;' aD ' t' /7 A)j)t:/(.SO i-J Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for main- / ./ / ./ / / .~ - INSPECTOR'S DAILY REI'@ @EPARTMENT OF TRANSPORTATION Book~Pa~ ~ Contract No, r'rIll) X'tKHighway [) ,', ,'.,' ,(61) t '17 (N 1 Date 7,;)<.) f7 /) Jllli I (NY ) 1'19 P,M, P.E. ,YC;) ft- 1;:', }'rl N Day 7 hlArlJcfJ'7 (HIN! ('/Ill d:'I'I'i' / Contractor's Represenlative(s) and Title Location and Type of Work Number and Classification of Contractor's Men and Equipment Status (In use and/or dead lined for main- tenance, etc.)' Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendalions anil statement for monthly estimate n-! (jJ,Ut'I({j..J.n hI' (1h{J'Wc< /(lcfl In}!' SU'i!tJff( (di~'o,;(f() Sf/iff/ ;)(.1 -/f11)I'Jh-I If 1;)(1:5. '-S:NI'e. I Ju,{l JOIN Ol)(?((' nJIl.iJ -II_lire I,Jlft-, ),Iivli:lhnl.rr -1111'" t<f{~t<. I'UJrJ ,;yO If). iiJl(Y ahov-f -1111' -tUt?AI )tJIJr'J frltuP~-r IID//(/1 ifM f)"O hV ~t-'\Se?C) (~/ilrJ/(, rR4 __I he? Auk', ' (()Ii'J'^'tJ ",, d(l{',JJ/J~ /r, 1.utJ.;+ tAu/,/ ali",,? ('A'p-Sl'~l'f)tJS d!.ovw, f/palSn hilS /,4- r,f'hip-<:'rJal(i.{l.JtJ&1 Mol>-. Q?Df1t'Jd;p'1<1HlTlfm') 7ho f! 'If, '(1,\ 7(.{, )^),f(Jf.~ OtYjll,' l.~)({tYf( ("I,C,,!: , fhh,,~;J (, / II mAr "'.,.., (<j) fl. (I P ,f\i OL i)', M-,'::,I1)ld,'.l,SP ^ \,.0 U;0 Ii (\, ,]" (: ,J ') " , ") #Ofh ~;J/JQ (;0011'(;" W"J) ~r d liS O/h '" J " ; OOT: '..~~';'.~~~~ €yEPARTMENT OF TRANSPORTATION Book~ Page ).3 .... Contract No. mriJ 'to'? . Highway frlUi! In g ~.. .. /11.11 (<k i NJ Date 7.;)()-'69 P,E, SCt.rH' XiI..Vf1tf(.. I q ';'j Day 'TI/(.A~'Y'';''^i P.M. oua/IIT'::..,. d,,{ Contractor's Representative(s) and Title LOcation and Type of Work J?hnrPLf V)(i,l/(; Number and Classification of Contractor's M n and Equipment Status (In use and/or deadlined for main- Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHW A, unusual conditions, recommendations and statement for monthly estimate C IWfliA~ ftl,,Jf j'UA1-1' "7 -In/h7,)! .f,) f<f\IHp LfWf!,L o.houfhMJI .spQC- aNd) hI' (Jdv,;'PI() ,/ /h "(X'( 1l;J&J !o+l1lir -In ;)7tk:P J,L J(JSffl.:;>M 0. hou -f NO 11.) .ot?', cp -I, Ded ()IJ (lhl1l!J-<- of{Jlpf2... (J Ai';; III'/; /'1r/1 11 -I- IJ,X/ / )~ f <:;h JO III / Il : I., /IIi< DAli d -/Rurk "'F- .. f . /~ d, T 1 PrO / c fL T I /) Lll -1-<10 (1 aSr ; Yl'\.. ..fo StiPP)'! a NrlJ)pRIU' ")n-!1,A-I w/{,!e ~ ch~^9e... Ii O{1.dpf< /.Jp <:;A;rO hq IdOlA/if (Io.f! iW j-jarfc he fU)lltJAJ c;~()f"'- " ()Ntl5f/h T /1//iAjh+ uf (.J.Jlfh pY//iI.,d s-lAlffl?. r?AJ {(AotOr [YR/JI L)~ IJd.d'ff{c;fJAJ info irO Oid<1 5hfpi1rCJ ~(}I^ ./I;om /1J.11i..J-JClrJJ~jm()l?~ ;;411)i, -r -/nU -1171'1}-.. -11]/5 I.<Ji/S (rY>Rf , OOT ~~':,':'.~~.~n~ I · '1 ~~-:1 ))h fie iJ!-0 . .( lon.d) . Y"IPlIICtor INSPECTOR'S DAILY REG) JEPARTMENT OF TRANSPORTATlOrl Book J2L Page ~ Contract No.1'Yl77J ~v r Highway Date 7 -;).0 -,5'9 P.E. Section (Title) 'PI1U6meltrr /J7 !ftR.1:; Nt( J Weather A,M, (! / J I",{l I? dRy P.M. Contractor's Representative(s) and Title --.!llJ'U t;{Jt1.r~ Location and Type of Work flt:ln,.od( S Ht,(J RNIlle:)( OCD-H- ki LmEt!... 7hull..scfa..'t Day Number and Qassification of Contractor's Men and Equipment Status (In use and/or deadlined for main- tenance, etc.) maCe SU.SJt/ljL- dl(it/~(l.. -( fblzf?mA'.-.) r17 ,. It; - ' ~ AIIJrUU -r AU - fl1J.JetL I - fb~ 73" f'1 i J..Jh<i~; {Jt?tL- /- Toy_ of" HAjfN.J ~/c.. Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHW A, unusual conditions, recommendations ana statement for monthly estimate S{},+!- kUml312. tllJR L disewsse cL -Ih~_ Au"-, .$om YI'.IIPRttl<y I!~ sflid -/hi/+- V30/; lJ6Sbrlt uJL5 dl?i vi'!} kJifl, hi Ih !Je..h/}Jtfl ~q./ f'ii.rt .-MucL /lJJrR if- /oold! I;f..t'_ -/!,uc/ ltJas. k /1Juc.h buds f'nm; A.!J ou.f' h/L -!t,/ JU AI.'> ilL C'tt / (~tL f3oIJlJf!JSbdt a f- 7:P,Ot:i'hL.. -In tlSv abOu.-r hllI}i^!J (Jo;.tfIMC!:Il1l -/u.R.;. J ~tR (/t:iu/J.S h.4d tfowAl -10 I,,)htll?e. -!hey dl?uJf '.tJ4.sh":!J "0 muvJ.. At?-&~~ ffnh .JJM;I-;- ,0 k. 'rf.. ~p itl~It.:r di<;/'J ~,""otO -!-h, n/lJIt#r {<IIw--' (1)AI"Ac../oI?_ aN"; -/hey -/heAl! -!hI ('''tV J'e--f 51!;,., 0/ hM..J (100M, Cyesrt/2.{)t'IY mOfWj~7-Jq-g~ /'5"i /jM Wk\ 5.1 Ibs of rBawsJ{AJPl1f t2 I?nAA!jt-- ore&1lL) TR.u.cL h~o/J.jhl' q M~,./~ nr )'eJlnfu f4;AJt tJlJlL 'I fJ4//vk 01 )~~c& a~..(/d.. td &.~Ol'l"', {bAtIi?K:hlL dt:x.^} I'YJlliJJ!e;J1/IJCe rw 5lflifJi~ -Ip{.(~ DOT ':.~~';'.~:"~~ zf!,()lh- t& .an jt Co,.,f!,Judl (Signed) ..,....~PlClor INSPECTOR'S DAILY REPJ':"9 (@EPARTMENT OF TRANSPORTATION Book~ Pa~ ~ Contract No. ln1'o 8"ut' Highway - Date 7-19'f9 P.E. 3&1f f::/Lhlh? Section (Title) (JfltJE;meIJT m;::;cek-t/J 6 /1&'1 Dayl::l.! ~ Wl:OIJt:7JIi)' Weather A.M. P.M. PtlRt-J""( el'~J ~ Contractor's Representative(s) and Tille Location and Type of Work {'a.fiL beoCl.:Jo (j?rlJ S. ()i5~ue.~'11 S ,},u:"h rniJll'fl / ,X}.,14('"b /1>or r;,J~ F,v-l- lit ck {.f.r a? d" m;Jle/l , Jlm.1"ilJ/?.'i' AiJe , Number and Qassitication of Contractor's Men and Equipment Status (In use andlor deadlined for main. tenance, etc.) Diary (Report of day's operations, 0 lIers given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations and statement for monthly estimate We-vi- old- 5 f); <;t:ol)(Zl?y R/) -b fi;Ji~ IJ.JhUf -/I,~ a/I/.) ~(A.,+ a-f ~~~:~~ ;~~~~:~~e 1~~;1r"-~ ~~~ :~;,'~f1 ~'~ ~'~~f~ Pi/lli~qrl tL-r ') pn. 'IJ..JJ~ t.JliJ-r AloU/.. ON V OI<;o,lJ~ S-f4 R7fRlZ. f)}J *=/....Jllu.h rn,'/I,fL A+ S: /0 prr... /1)u.rr FRf'rl- DN ~-h~"i. 17 AJI:St7l1J (}/V C1>D.t. fit/€... E.xt 11-!- t :30 pt?1... /);t& A)af ln~tll>11v1- .r /oc/~tl. Ct#le M 7 f~ Y i I!--( rO /k. fo~Av ,: lVnf~ ?J3~1~';,(' = '5./' /;J.h+ tS~,7 '(L ul/'f~ 0/ I V I:l..l.ol.d -=;;;r;- ~ 5 % liJht Y"'fJ:ifl.S 'fi''j'<;f) -=- & It) Gllht' T... 4111. l"niV Sa(;J{IL .,{, /e4IJt.- p;iilllf nr -llt4f. (l:Jlmllc!DL h4~ 16 k.Mft- t,R.. bUll! vb 4.~llj/Jt... "aOJ>1 ,~hq? /1AJttl m111~ jJ4'iArt7hfJ,,! ('Ji/I/JP, oJ of' ~patf\ ?b1'Y1~IIO") dJJtCl filiAli-, DOT ':.C::':.':'.:~.~~~ 1::~ ~.~.o.~ INSPECTOR'S DAILY REPJ'''?J ~J. C)EPARTMENT OF TRANSPORTATION Book~ Pa~ ~ 7-/tH'! P.E. Seolt'Jr'iunE,e.. Day 1 tA..t:SOfl/ P.M. 51t'dh.{7I (' {()U4U &.f..H . v I 1 I Contractor's Representative(s) and Title mik.e L-/~f;S[l?Otr-... Location and Type of Work Chtla.Lf-S AJe,.Wl.<JlL l4lfJ/'ou:-<RO, '-.JesSes C!DtWe.1< tRh)Jr frl:IN/ t.j ('nRIIJf.ll-'\ ,,i S. ()j~tXJl)f~t, &pl? Ge.nicJl1 tRQ ~ t;"ad;^)(J~ 0),) t./ &tJ?/l,,~J , {?hoL N~S"-l ,-riw;Jt/)a../~ 6 ;n()Ofc.- ~ / 1/ "" V -f1 /Ii ap-a+- f3 LA- lyff Contract No.mro a () '3' Highway Date Section (Title) PAvcmW-r f{)AR.k.'Nj 11?<J Weather A,M, Number and Classification of Contractor's Men and Equipment Status (In use andlor dead lined for main- tenance. etc.) Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHW A, unusual conditions, recommendations anil statement for monthly estimate .SfAR-I-,..o ^}'-<;~"\ Cbtwe.t... R~ o.:r Q:5D.AJ?o-- w;11., 10-& Df eolJ/~ nr IrJft.~5t..C,.fto'd. ~ pAfl.{;A.1 ou rf?ho~ &1//"-, tf (!OR~~ jJ.,'"J hu..t1rA OiU-t S. (X~/^vep,'j NJ. bJlAJr rJ~-(- ('Apt: ~~ f2..tf cU..;ti ~ oJ 0/ PI/"IJ-t hy (!"m},S QU l'a.nll back tl~t2 ,did dj{1ji#.lt..J DP a.ll -thtJt aOIJI1~ fJliA.S :;:~tJd~/t> . t?AIJ lJu..+ n-f f<Jh,h... r;JI1id/;y Cd14L Il~ OM ,vasa.; Lh:t1l\Jll2. fM. 61/01 tJf o/J Pf/'id a.1Jd. blAals .... {d4- .shop lIf ,,)~o.s (JtrI. . . 6~ f.JtSM3.~ d;d cdff!:...El!!.1L JJJeJ:Jt. ~ ~hu~ l}"itl€.,. 10 t};~~ t1v+,rff eM, Ifd..d ~h/()ms abouT 3~1)'\ wih fl1';iJ+ 8IArJ ,<;hu+ -off - 1Un:::.',Q /Jb1- 6hu+ -df' &mplddy tb i+ ~',bhjell OM ,1JI-tl12.Su.4-i'tJDS. J..... C/ouklt,9 --!hI. ('1)I..I-hA~ tt.-+ ,).{) mp~ IJI-J etlg, ',Ale, P-f' 'I tMAJ~1lS f<.cP tt+- 3!:30plh. -rhp.r Swil-e-ttt1.. -4 YtJ)/Oll) ,::u.;'l. bOT ':.~':,':'.:~i"~~ ~ a., tL ~"~'n,.",.;-K- INSPECTOR'S DAILY REPJ8 "'-:'t ~EPARTMENT OF TRANSPORTATION Book J2L Page ..Q!L- P.E, Srvrr j(j It'Ylo"/2... Day U)f:J)/JP""iO(:1i C~~cl N~ 011" ."" H'....' ~ """ ,.'H~ Section (Title) _"PAUgmer-n- mA~i ~ Ib \tl'&'tt Weather A.M, (1)f'IU"tS-r dfl.'1 P.M. Contractor's Representative(s) and Title ffi i \:: ~ L-i \1,.<;-tRo/b ' ",;-<io. mdTY':' .1 Worl< _<1 AI< " {In 14=" 1. 11""";'''' r9~ -: . 8~.fJ(J-I , t;, mlllMol~TlJtJc Number and Oassification of Contractor's Men and Equipment Status (In use and/or deadlined for main- tenance, ete,) 1:~: 150 ~AJt,-,,>-I1;>lPPdl.-- l, , b~ t~jlJ.j -fflu4 ~ -= ~;~.~~:~:~""'J ,"",1 A<'~ Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters. District or FHW A, unusual conditions, recommendations and statement for monthly estimate 1: ': :~ :r "'.:~ ~;';"".f ~':r 'i7~t f ',.yf- ': ,,~q , !I~:: Jh.~ ~- ~':!' b ,<f ,i..~~.~ ~' ~'#i ~,~ ~~I ~',J Pf~ h":'~':", 1'n~ ",n-::_~ ~~~.; ~"i:~' ROe '''i t -rh"l "''t. 'I ""'~ AJJd. 4,. _I · ~~' ~;.M~ ~ :" r;' I"~ ~ c;.,1/in, P: ~fl ,h',., ~:.l4a: Pr,~ - :~,~M't~:/ Z sm,~~1"'.J"&~ ~ 1i~J- '~ , ~~~:::'~' :.~ di J A~: ~Mql"~ :;~ · "'~~ U<JI'~J~~ '1- ~ S;; ir~:'~ IJ^": ;NU- if? R~:wI .f ,~N' d.~J ;;-- II; 'A"' ji d"-' h',I, T-ir:'~ 3 J, h4r :'^'~ ~~ ','" ":: A,. s ~ '~"i /:;;- Th~'<~ ""'-l-A-j ~ D \ L , Acl~ bOT ,;:,:::,.::f;,~ {~~...\~ S~ -= = INSPECTOR'S DAILY REP0(00 ((0:PARTMENT OF TRANSPORTATION Book ~ Page ~ Contract No. mrD'B'o"B Highway - D-dte 1~J'i1-'(q P,E. SCoff' K././YIt:e Section (Title) ?/ltJe m €IJ'I m f#./C;;J 6 I q ll' r Day !UBSIJr-y Weather A.M, P.M. J I if}hfl7 cbucP,/ LJj/-J~7cff2y Contractor's Representative(s) and Title fn/K.({ L i I,J~ n..... Location and Type of Work Ch'/n4f'1A.1b. tf?tJ ed"Je./:N(! ~Nd2. BeAJU? V tI~tl't ~ tL'J~ /;/Je. ~Di;.)j Sou-f1-.. Number and Oassification of Contractor's Men and Equipment Status (In use and/or deadlined for main- tenance, etc.) ~ / ( Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHW A, unusual conditions, recommendations and statement for monthly estimate Co~rfd? tJ.f.Jnn (lAD Du.-+ ()f ye-L/{) tJ pM ~rt nil.l 'f/"m (f~ I?iJ liT. t/. d) m;)e 1 WlAH- fJMI Jo S~f -!o 4d ffJoU /U),ir€..- .0;11 pJ.aq Chi VMCluk Rtl tJ~&... ~e/l Vtllff4 '1<&/ /d..{f ~p...Bt. !:/.pm... + Sfl'lf?.Jdl l-1J~~ Ch'-fVlt:tUu... {?~ (bNL a+ l.(:~ f""- S1-AMI1.,() fl>>.4../eL lI6-lI'7 ~ I1r -g + rn,'/E': t:JJtJ B~ V, 1M} ~A) 1'>1,.1" at !J'Ar#.1 /'If- S pm.. UJ,;M ~~ /'I4Jl:J -mu.d.... ~ mo~" b(l4,(}I, HIJIshMJ I3PAIJ>i.l!. J/#-llr tf~ rI S-:VSr-. l31d # ,5hrp Iff- (16)r-r. . {}U.ilwlr"rUfL k..J,nH:r..h, /O&~ fJ/lIAJ-(--q'" hu~< ~A/;~ 4.NtJ 01 (ip~dJ4 ,{. a. ilJ --Ih~ /noRMA); . Co~~ I,.f{- , T U-- {\ J A1JCoe>Ij' I'OL TIlE 01' f/+ 1 os ~m. ,T. Ivek.t~ "1I1e.. IIf 7.'O{Jrl? yi (:\,4, -rorc -!1,L r1DJf; , \~ ?!t.?I'l..- 6/ ~ .' "1$0,"'-'/ c.lll,l~ '/ 'ft;.l-W\U ~,H ---= I b I~ht II)Hm; b,&B = 1110 Ijht BEl'lo.5 S'IM ;~t %-r- Srll-H-k;/rYlnz.. d~uisl'tO mt.. To u)~",j r'nA.JftYIf'..,/r>fI... .Jo Je-+- (11iiJt db,,)..) -Io",.~~, OaT ~':,~.:~ai'~~ ~ .' $~ ,1O.nod' ~",I.' INSPECTOR'S DAILY REPJO ((j';PARTMENT OF TRANSPORTATION Book~ Pa~ ~ Contract No. n1TtJ go5f Highway Date 7~/i-f1 P.E, S(!c)-H- lr::f/..Jnt:.7t., Section (Title) pf/utm8,ur m/l{Z.tA/lJt5 /CJ't9' Day JueslJo/ Weather A.M. _________ P,M, I*JNfiaJ '" /0 u~y d~ Contractor's Representative(s) and Title /l7,'k {~ t.., i I.J~ ~{.J l.ocation and Type of Work FlA6LtIC RO. E~e-/,'A)(J ../1e~-r Number and aassilicalion of Contractor's Men and Equ' ment Status (In use andlor deadlined for main- tenance, etc.) Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations and statement for monthly estimate 'rJf:' ' 22-l!.1S_ 0/, '. ~1l1 yr;Uow YIUIJ mIL &nv~ ';A~ -,;I I~ ;;: t. /0 l\jht' ltJhi., hr 'IJ .,21;2,1~ '10 I . - &. ' til -:-'7S~ /8 Uhf' ON I...)!,,t&, ,.1- CA./lf& U,t'l. 14.u.RilC, L+ II. I/O a.n.- nAJJ tI;-;~JAS.'<",() Vi' I~ 11.1;-/1... htn.. tJl chl'itfprQ -1-0 tV4la.J ecA.H~/lcirJfL of l{jkfplliAJ.f- I1AJtO -10 aAjusf- huvie!.-, /.tJp t.UO/A..td IollfMI-P H,;~ aa., ba:1- pi 11+ -Ii,..",::, "'- P.t.f4iAJf- v.Jou Icf OCC'uL ...iNI'..IUr1;"!j beFlr)/31l. I/",t-uy l?cfl.. I1AJ!d(!,hlh/lff'l.In. ~tfl Af J;;;c..;5fYY\.. -Ih'11d21 s~.,tP..- ftl/6t.t/l.f.lJ 'lJ)ifh q bdll/U I" IvAif..- ('f5o Jft/) {).AltO /;)5 jlll dye/Jow . {J1Li- iAJ 1/9 6oj< ,,{ hi 11 tP... :J..cI,'io POwJ&s. Ai :JPf1t' t'hlt'Ja/J -IhIie vl'fJ/~ . ' I I OA) 11)),i~ ;~~ '; 3 oln h.1ht I --101.0 -11ll.n, .Jo LMJt jf A.t- -Md".. m;~ SU"VPlI.... c:.tJ.j~ -f'h~'f /MIl!; Wl'lhi~ up ...4/L l3ea.vell. i/a.II~ Rtf) IHJtf fJ Lj'il,~~ .;lc,L/ ,;;1. O/, If' /L)f)ultf ~baJ>'t I^JfJ'~}jf lyhflL eAnS ~ ~i~ ~~. ~ " l~k ~lP molW1lj.ll. _./I ~ c.,lIltl/lUt:Q< Ci n04~ ~.. ~ bOT '::::':,':'.:~"n~ - ..' ,.,,^' """"~ . ....".~..".,' -~.~ .......'"" "",...I""""",~;;",,,,,,,,,,,~,,,,,,,,,,,,-,,,,,,,,';.~;!":i.,.,.,,,.,,...... . . ,....._...... INSPECTOR'S DAIL Y REPJ;10 (jEPARTMENT OF TRANSPORTATION Book ~ Page t2..!e..- Contract No, inTo 8'oi' Highway Section (Title) PIlIJ/?me 1Jf- m",uliv 4 v Weather A,M, O/lU..I'Ar;t tU.j Contractor's Represenlative(s) and Title Location and Type of Work 6blV[;l2 7.tH"! P.E. S Colt' ki {meR.- T UP5()A'f -- Date /q '1 "I Day P.M. mik:tf LilJis-l<<o1J'- Ihu.ey f?/J. t: "'~d./ve Number and Classification of Contractor's Men and Equipment Status (In use and/or deadlined for main- tenance, etc.) mi/a~. 5USIJeR...- Fo~mA;,) ",,7i?<<C.L 61R1,;el' {tldtJ.. FL1966 f::/2-- ' rni kG - P/li/IJT Sf~Fl<f6L I-~ 750 f),i.JT5lf(iPef!.. hfla.jf^J -I1<~d- Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations and statement for monthly estimate LeJ+ <;htf R-f '7:.'30 an. -A, K-H?iR' {1tRvl3R- /J11iU.tt C?C STfWZ+e&. Iff' '1'(j5afl\ . f/~i^.!J -flr.wJ( blaNd; dJ- htf"./&.dioAJ .tn... .~o milJ"d~ hlk~ .(;/lOI()/iJJ slouJ~, Slr:ps alJdJ s~+s loole. JOo&. I( liveS. SJp,~~R M4~('j.,jA!J tJ6.,;-f;~ mAf{J;s, S')j"'d-- OV~ bfA.7- lo~t>I~P"1iJJt ~')/p~.';/,~;~": ::::'-'f:;~'~~au::::/J.1:,~; ~~t:s~", a- ~ ~ ~~ht~, . 1- "~,,f -fI'JY' ;A> ..Ii""". *' 1"',,- _""'1/" <<jd~ :~F. ~A'1, AfJiSh,ti7 g 4..+ CJ:3o At"r.- fwd s-bM..f7~ ()A.J ~/i~ 8:t. 9:5{)11~. 717er hAV{; 1.11.) ~"~n:..k. if,) -II,~M. h~~j,hll()i":J ~b/~m,! /.cJ/-!ft o~e~s,PlAf ()JJ -It" ")hi1t f: Jgp, I;A)(J IS If oj/Ie. ./Jail Bt!J:!d.fL !//IUo/-Rtl 4,vtt! Ch;miltlL n. {{& e..d.Jdi/IJt-. t'JRp,j tJUJ a.+ shop a..+- ":30 It"'- -10 ..gq"f rn{)ll~ DOT ~':,':'.:::~,.;~ ~^ A. /3" ~h sK....Y ~1II/i.Jua( ,a~ UV?L- ~ -;':'7 ' INSPECTOR'S DAILY REP~ OPARTMENT OF TRANSPORTATION Book -2.L Page --.&- ContractNo.I)lrO ~i,(i Highway Date 7'/7;// P.E. '::;;'JIf f,lmlf 'PtMllltiJT /J/ilk/ u-!J IC/J7 Day j)JOluj)l11 Weather A.M. :/ P.M. PtU-li,1( C /J/Arf~ (Jrl'" Contractor's Representative(s) and Title rl / I r (.- ( i I... j t'{16 orJ"- Location and Type of Work /lurf /,,, r k 5 My) H IJ/'Jty I.h;/O",J,'A!j pAin1 -1 ht41-s Number and Classification of Contractor's Men and Equipment Status (In use and/or dcadlined for main- Contract No.1? JTl) fiD'? Highway - Date/::- J -J. f:1 Section (Title) !fA U t-rn f/V7 /I'l{f<r I tV () G)EPARTMENT OF TRANSPORTATION Book~ Pa~ ~ I'.E. Sr./J7f /:,1 uhr:J2 Day /lJO/JrYly Weather A.M. Contractor's Representative(s) and Title Location and Type of Work - ~ Number and Classification of Contractor's Mjand Equipment Status (In use and/or deadlincd for main- tenance, etc,) . . . / .' ..' ..... . .~ = / = / . .~ / = (9EPARTMENT OFTRANSPORTATlON Book-2L- Page-0- Contract No, fJ717;J/[cf) Highway - Date PJ/uf-mFa //14((/( irJG 7-17-8'1 r.E. SeoHKlLmflZ. Day I1JG"/JMY Contractor's Representative(s) and Title Locationand Type of Work / Number and Classification of Contractor's Men and Equipment Status (In use and/or dead lined for main- I / / / / Diary (Report of day's operkons, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations anil statement for monthly estimate 4'/jl\1F?Orfl' ,s4;d-#:~+ -Mei tAS<! hal?f<t'6. of' jJl/id, WI ~4IjwS(/ -Ih, /111 I. ~"J-t vlrl/, She/!' l md~ /, E:rfjiJ /, All! -fhiJy' {?R{'~(L ~. jP, olH, ';r, (',or!, ,iJR {,'/'/I',' /)1 <;CUSSCI,(J 1),1y SC'hdhd" u)i'-/t, -it" Irr..--' ~ y .. ~U((lL(AlAf{r'L tYfllAilN~ fRIO/( fV"ohlnJ1<; wi-li o1hlil rPOnfr<#fC-hO . ~ "o/:~lo/t -:,;' bJ;:t ~~i:t Jm~';' ::':;:;~;:/'tJ c;fff" llll.f)(J/(' .(l'j('(tfrl- -b /'''/7/1/((1 v./) kif !.')i! -I1ml'" eft.(, RIA:! tJ, peK . fh~~ WDI\{( if 1 J :n"f?( 1kN /0 y ))r)~ ~r:;' a:;/r(1;' teLA 7J: r-fo ((J Yr7( -I~A+ m,l(e StASI-HfZ Is i,,/. (7h~~4t -of -Ihf' )0);' ~L \. 0{-(r((\,iJA) Couvlj -rf,fJi/' <)cfJp,{iu((. 1.:5 c/O "'i-l!?,~(7 Ro~cfs lr/?,\+ 11J,'rO -!f,u,ILal ..fhfF!nJ<?fkihCS ('IOfojhi!t/('V s.k OOT t.c::':,,;,.~~a~~ (DePARTMENT OF TRANSPORTATION Book......llL Page ~ Contract No.' l'7n"o 'gO'g' Highway Date .7'11 J'1 P.E. Sf}) If !<;'LmFf2- Section (Title) PI!I)'Fmi::;..rr 111A{?K,tJ4 ;qJtf Day rr701JMl./ .--./ .-- - - "1',"-- /-" P.M. '/ H 1"I,)if/ Location and Type of Work :/../ ..-/ --;;z--- y / /:Y /' -:;/ ./ Contractor's Representative(s) and Title Numberand Classification of Contractor's Men and Equipment Status (In use and/or dead lined for main- tenance, etc.) / Diary. 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CoIJ-n/Ju (" 1/ 1:&/1, ~;& SK bOT r..~':,~.~~I;Op~ INSPECTOR'S DAILY REP~ \ Contract No. iYrro 'if/) 'i5 Highway --- Date 7-/7- ';1 r.E. S& H- l\; fme I?. 711UEntt,fT JnflI?IOI)(t> Nt r Day /J70/JDl1j WeatherA,M. (1/0u1Jy ,'hu+- d~1 P.M. -- Contractor's Representative(s) and Title /tll/r ( L "I.(j,,-(f(on- Location and Type of Work Xlv !J)()RIr Pf?6-,)0!3 rnu.7J'j! /IT 17)./A/eJ( 11)'I'A-I11~1! f!,(J,!iJOfl-f tU/l.S ';;fZ. R/I'iIJ -/0(#; <:DEPARTMENT OF TRANSPORTATION . Book~ Page ~ Number and Classification of Contractor's Men and Equipment Status (In use and/or dead lined for Ill.in- tenance,etc.) /JhKf ('-UJr? tfrrf"n,- JlftoJ'f 11 I iAll (;i't?{fJfj)FSf/10r/1 tH~ SIRipil.!J ('f{(7U) -In tUr.;,/f; a.f d pm .J....) IA/.J/O/ldl f4iAI+,llJrV brplh #'Il,,^- -muck:. Diary (Report of day's operations, orders given and received, discussions with contractor, visitors from Headquarters, District or FHWA, unusual conditions, recommendations ana statement for monthly estimate r!3nbJJ~ShIH-(hrJlrlll l'!J/'It7IK, fl<uo laiAl?,e~(~uifR{jc-hOI/ t~I/"IJNf(. Fa~! ,/1 )~II)- S l-hp . FOfif'rJI4AJ.. 5r'flff. k,'!,nefL- ~LI1)jAAIJ .l:~iNfff-/ ~I(I( ~;rp .. SjA) IW11,').' /(;jRft.J (?YI/lfy ',,///<;f(!r1of:- aNd, lIJi/rr /,d~,~tJn--.. -k;,n1 !lfr)1 J'7 LIIJ€. (TAlC fl<etl?f.::s(lt)/P.-h!/~ I/..Jar a.i:. ffle~rJ.h InniJ!,y a.T '611n-. t:1f 111A/,r!r (}NNt'X TU}f:AFf DuelL pRP-Jol., hR.,^- /.<1111-. (~,rld(ar-{JJ(? (1)t! l(l,,,cu)<;P(Y n;li'5 pR'2JR.al'h /f}~J"!J, <i{1fCf.dl ',Sf.aC/.f)fIJ11niJS, Ai/tV IJ!()/(/( <;('h"rful" jn!U (iIJf',\-h?of1--. S41tP 3h4+ +t"1 nt<1 'rfJ.oi~ uJOflk .(;(f -'/h, fJ.f). T iJJ -111/') IIR/?'f1,- ..:YIlj,pi'Jj aNN -f1.)(Jl?m oflll'rhr _~/ III l,v M/liA (~ II Ion r IdR, ,-)~f(fI! ~otJ ('/,)/I J rf r () /Jrf -11)(/ ,,).J.;:;-h:: j). (fJ: tH -lilt! ,")/:')1171 -hmft. - wh, en 1'1/1'': ('Rt vJ 111A~ in -fh~ fJl?Nl (S-If.'IP,NJ o~ -IJ.'fRI'ht).) Cot.d1I;"'1~' ,. SK OOT ~'::':,'i'.:~:~~ I ,- L r'-- :~; 'I' \, '" ...: II ~~1~ JEQ..SON COUNTY PUBLIC WORKS ~,>;',',!..RTMENT \~'<lt": ~"" CONTR. CLOSURE I RE'fAINED RELEA' ,SCHEDULE /?N ?M 54(,. hr./2. </-1 Job No"flT'fo' 'iJo lr F.A. No. IJ/)tj S.A. No. N I Jl Job Title: 'PlitJ8meM Yl1IlRlciAJ4 /'1t9 - Road/Fac 11 ity Name: J4u &UII/7Y /fronOS Road Number: Contractor: 4.PpLIf',t:) t.-itJc,' INC. Address: /0/0 FI?OIJrA6 r; RD, N. City: /J1?t!i Fir_' State: tufl Zip: Project Coordinator: Se.ott kiLl'Yltl2. Document: Completion Letter To Contractor Completion Letter To State Aid, C.R.A.B., D.O.E., etc. Final Estimate To Contractor Final Contract Voucher Certification To Contractor Notice Of.Completion To L & I, Contractor Compliance Unit Notice Of Completion To Dept. Of Revenue Affidavit Of Wages Paid From The Contractor And All Sub-Contractors Certified Payroll From The Contractor And All Sub-Contractors Notice From Contract Compliance Unit, L & I Certification From The Dept. Of Revenue Retainage: Total Contract Amount 5J Retained'As Per Contract Documents Interest on Retained Amount MIA . 9tol.f7 Date: }.jollunhM Zl 1&119 AI /11 , NOII&m hPJ!... ;10, /lfF9 JJol/i.l7Lhu. 2;;1. /9 i9 Ru:ie,;<jL No". J3,1"1'f"i A/ollimhu. 2:;:2, l'Ii9 AJo/Jt m6l11. ~y .YbtN"";'PIl .Jl1to.JIA rW.'1 :11 Jqi' 1I/,qQO 9 Iq~ 1~.19f'l g- J q fJQ. t '8;2, lo'-t7 ./f5 - cJ' ~.13;).?''7 , Sub Total ( Retainage plus Interest) Total Liens Against The Retainage _ Total Retainage Less Liens Retainage Dispersed to Contractor Date ';<-1':;-9'0 BY~~ · Attach Lien Detail /?I~# 7:!!3tJf1 '. .- 0' ,.., .~o (;) o o I;) .t N "~o' .. a; ti ~ "------g .;.----~ ------- '. ...... -Zo.. :,'~ .... ,.......'~. ......~ .... '... 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'" ,.,. ~ A .. ... .. .. .. ~ ~ .............. ~.. .. ~ ............... .. .. o to W I\J CD .... m (J1 "" .....m-~... ~;:: ill!= ~~ ~C 60 8:1;; ~ ~E 0 ~ ~ > ;g ::tlm::o m ~~< ~ ~)> -I ~ , ;;: ~ s: ill o m 0 ~~ ~ ~ 6 2 -n .. ~$-l g o l> 0 z~." ~~ lXllXJ ~O ::0 ." n " ~ ~g ><::0 " Qi ~~ 0 ><~ m 0 ~ c n !e -i is z (f) ~o c: =. ~. -~ o m ~ ' ~ ~ ::: 0 - o ~~ ~: U 0 .. m "tlZ- ~!:!l!Q ~ \ ''\:- -'wv. ~.\--... ,...,'h~...lP.. '".~~".~. ~ ~;;e.!f!.j.,4.:.( "( i\~'fj~ ~...;. '~ , .)' JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jelle,son Street P.O. 80x 1220 Port Townsend. WA 98368 (206) 385.9160 Gary A. Rowe, P.E.. Director Robert G. Nesbitt, P.E., County Engineer January 8, 1990 Apply A Line, Inc. 106 Frontage Rd. N, Pacific, WA 98047 Pavement Marking 1989 MfO 808 Gentlemen; We have not recievedany certified payrolls from you for the weeks that you worked. There weretWQ in July, two in August, one in September, and two in October. The dates are as follows; 7-18 to 7-21 and 7-24 to 7-26-89, 8-8 to 8- 10 and 8-17-89, 9-11 to 9-12, 10-4 to 10-7 and 10-18 to 10-24-89. Would you please make copies of these and mail them to us as soon as possible. As soon as these are recieved your retainage can be processed. Thank you. If you have any questions, do not hesitate to contact me. t(~Y - Karen Ba~ Project Inspector xc: MTO 808 State of Washington 0 Department of Revenue Audit Procedure. & Admlnlltratlo" Olympia, W8lhlngton 98504-0090 Certificate of Payment of State Excise 'faxes by Public Works Contractor 600 553 941 Contractor: APPLY A LINE INC. 106 FRONTAGE NORTH PACIFIC WA 98047 PWC 79284 We hereby certify that taxes, increases and penalties due or to become due from the above named contractor under Chapter 180, Laws of 1935, as amended, with respect to the following public works contract; JEFFERSON COUNTY PAVEMENT MARKING 1989 MTO 808 together with all other taxes, increases and penalties due from such contractor, have been paid in full or that they are, in the Department's opinion, readily collectible without recourse to the state's lien on the retained percentage. This certificate is issued pursuant to the provisions of Chapter 60.28 Revised Code of Washington for the sole, purpose of informing the state, county or municipal officer charged with the duty of disbursing or authorizing the payment of public funds to said contractor that the Department of Revenue hereby releases the state's lien on the retained percentage provided by this Chapter for ex- cise taxes due from said contractor. This certificate does not release said contractor from liability for additional tax which may be later determined to be due with respect to the above mentioned contract or other activities, 11s/90 Date at Olympia, Washington, :'l;:; ij \I. It::: I STATE OF WASHINGTON DpARTMENT OF REVENUE ~/lt~ SUE M~~,o ODiccr JAN 08 1990 ,JEh'l'::iiSOi\! COUI'WI\' , /-'1, "--'. ~n"",,Ot....~ n'=D~,ROUTL\JG: \~'lIjIC CUPY--Disbursing Officer, Cnnury Copy-Cnntrllclor, (link COP)'_ File. Gutltenrnd Cllry~Srceilll File. FORM REV 31 0028 (3.115) - ..e- . o WASHINGTON STATE DEPARTMENT OF TRANSPORTATION HEADQUARTERS Q FINAL CONTRACT VOUCHER' CERTlFICA liON 013-6OlSCl Apply'A Line, Inc, 106 Frontage N STATE Wa 9804L-DATE 11-22-89 25, 1989 FINAL AMOUNT $ 82.647.45 CONTRACTOR'S CERTIFICATION I, the undersigned, having first been duly sworn, certify that the attached bill Is a proper charge for work performed and material furnished to the State of Washington; that the same or any part thereof has not been paid; and that I am authorized to sign for the claimant; that In connection with the work performed and to the best of my knowledge no loan, gratuity or gift of money In any form whatsoever has been extended to any employee of the Department of Transportation nor have I rented or purchased ari'y equipment or materials from any employee of the Department of Transportation; I further certify that the attach. ed final estimate is a true and correct statement showing all the monies due me from the State of Washington under this con- tract; that I have carefully examined said ,final estimate and understand the same and that I hereby release the State of Washington from any and all claims of whatsoever nature which I may have, arising out of the performance of said contract, which are not set forth in said estimate. x /;?1a<;"'~lg~ LX"-f' . C ONTAACTORj day of /I. (Jff rn.bt._r DEPARTMENT OF TRANSPORTATION CERTIFICATION I certify the attached !lnal estimate to be based upon actual measurements. and 10 be Irue and co".c.. ~ X A/..:of-~ EN INEER APPROVED DATE /-Y .L?"",- /9R'7 l\p.d-~~lL~ HEADQUARTERS USE ONLY Date of Acceptance By X INSTRUCTIONS This Final Contract Voucher Certification Is to be prepared by the Engineer and the original and first copy forwarded to Head., quarters for acceptance and payment. The Affidavit of Wages Paid must be prepared by the prime conlractor, all subcontractors and all subcontractor's agents and forwarded with the Final Contract Voucher Certification. Contractors Claims, If any, must be Included and the Contractors Certification must be labeled Indicating a claim attached. DOT FORM '34.148 REVISED 6.78 \ r~"'7tJ;9''1 ~~r,~(~-;?,,' >; If'' '~:(<:' ,;..c-':, r\!; @ JEFFERsoftCOUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O, Box 1220 Port Townsend, WA 98368 (206) 385-9160 Gary A. Rowe, P.E., Director Robert G. Nesbitt, P.E., County Engineer November 22, 1989 Apply A Line, Inc. 106 Frontage Rd. N. Pacific, Wa. 98047 Re: Pavement Marking 1989 MTO 808 notice of completion Gentlemen: You are hereby notified that work on the above referenced project was completed on October 31, 1989. The county is processing the final estimate and the final contract voucher certification for the project, and will forward them upon completion. Additionally, after the payment of the final estimate, the following must be received by the county before the retention can be released: Affidavit of Wages paid approved by the Department of Labor and Industries for yourself and all Sub-Contractors and Agents used on the project. Release for the Protection of Property owners and General Contractor approved by the Department of Labor and Industries (DL&I form LI-263-83, properly executed and submitted to the Department of Labor and Industries by you). If you have any questions, do not hesitate to contact me. S:1::;'a,~ Scott Kilmer Planning Engineer xc: MT0808, corres. (I~; ~ k ;) ~ /l. _~~d-/ ---;z; (j=<-<- ~~ ~ 100% Recycled Paper - . \,"., , ~. ".. J I.. ,. I ~ State of WashingtoO Department of Reven'ue AX-02 Excise Tax Division Audit Procedures & Review Olympi." Washington 98504 Q NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Reg. No. Date November 22, 1989 From: Jefferson County Dept. of Public I~orks PO Box 1220 Port Townsend, wa 98368 DO NOT USE Assigned To Da te Assigned P.W.C. Number Date Description of Contract: Pavement marking 1989 MTO 808 Notice ,is hereby given relative to the completion of contract or project described below. Name 'Apply A Line. Inc. 106 Frontage N. : Pacific, l~a 98047 Phone Number: (206)735-3232 Address Commenced : July 17, 1989 Work Completed 'October 25, 1989 Date Work Accepted'October 31. 1989 AgentfsAddress : Bellevue, Wa Bonding Co. 'Fidelity Deposit Co. of Maryland Contract Amount $ 77,533, 90 $ 5113.55 Amount Disbursed: $ 78,515,08 Additions . ----------- Amount Retained 4,132.37 Sales Tax Total $ 82,647.45 Total 82.647.45 The Disbursing Officer must complete and mail three cOpiea of this notice to the Department of Revenue, Olympia, Washington 98504 immediately after acceptance of the work done under this contract. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate, and then only in accordance with said certificate. By ...()./ ,.>;,t-I:(.~ Disbursing Officer "- ~ o '7.f!t''" l~ . ; ~." ..::-....., STATE Of WASIIINGTON DEPARTMENT OF LA130R AND INDUSTRIES 905 Plum Street SE, HC-214 Olympia, WA 98504 NOV 281989 November 13, 1989 JEFfEHSOl'j COUN-fY oU8LIC \!,jOR\<S DEPT. Jefferson County P.O, Box 1220 Port Townsend, WA 98368 ACCOUNT 10: 480,137-00-9 Apply-A-Line, Inc. Contract No, M.T.O. 808 @ Gentlemen: Please be advised that the Department of Labor and Industries does hereby release Jefferson County from a~y further liability pursua~t to RCW 51.12.050 and RCW 51.12.070 as would otherwise incur in connection with a contract calling for road striping. This certificate does not release Apply-A-Line, Inc" from liability for additional contributions which later may be determined to be due with respect to the above mentioned contract or a~y other contracts said contractor may have performed, @ [p Very truly yours, VJ\ 0A~r, ~ ~ ~~~~jorlJ:g 0Z . Administrative Assistant Contractor Complia~ce U~it Pho~e: (206) 753-4398 CCU1:44.bf57.1 cc to Apply-A-Line, Inc, 106 Frontage Road N Pacific, WA 98047 TO: G..." ~c.,. . .,. . ; ~ , '.,,~._~../ 8J 88~mdavit of PREVAILING WAGES PAID Public Works Contract ($2500 and OVER) Com plete & mail entire set WITIl APP~OVAL FEE OF $25.00 Deparunent of Labor & Industries ESAC Division 925 Plum Stree, HC710 Olympia W A 985044401 o INSTRUCTlONS .,~206>..?S.?,~,I,9. ON BACK 'sWlLLBE~~'~,E,~,!? i~l~~~~~~~~. ..;...,DI~~=~~~~~.:~~=~.~~~:~~;~~.wat&d. App1y-A-Line, Inc. ! 6-12-89 , 7-89 ......~,.......,.........................""~'"""'..............,....~,...."""'..........,.......,.>N,...''''.''........v,~m.m.."......,........__-'-.....~wm ."..."..<<"''''-''"...............,''1...CountYwllerewoiicpertormC;;:C'.fbaiework'compie~ "', L06 Frontage Road North i Jeffeson I 10-25-89 'c'i'iy......""'''''......................................,,,.,.,.',.,.O'...,.,...........'''',w....,.....,'''.................,....,......,-,.,."w."'Si8iC......"".iip.....~.., "...,_.A...........,.'..'.r..Pii1i1e...contiacior-...'.....''^'^.'"'...~w.'''''._"~'__.."H.,.....___--...",. Pacific, Wa, 98047 i App1y-A-Line,lnc, "''''''PIBasB ,iiov;,miiiimum'Oi1o'iO"ls....wo;icT;,gdBys'!i;iprocBSs/ng7ro;;'ih, "~.".~-'"r\V'asa~siiiCmcnTO(Inil~f.~~}~Jcif(or-thfipro;l~!:T .CJjWR~Elj!w7:;5n;,~:..B;::X?'!!!!?~~'!!,!n!..~.'!!..!!'LC..'?!~~~~.!!E!"!~!!.!!.!~...j ..._"~.._.....,,.. .,.,:~..~L_...":::,~..,.,..~'''~,,.. PUBUC AGENCY Jefferson Name - ,0 1'";\ W---"- \Q " REPORT OF PRIME CONTRACTOR'S PERFORMANCE Hdqtr.. U.4t Only CONTRACT NO. mro Ft()~ SIGN RT. (Co. Rd./CiIV> With reference to the following features of the Contractor's operations, state your opinion on this project. indicating whether EXCELLENT. SATISFACTORY, MARGINAL or UNSATISFACTORY, giving brief explanations. Under eOUIPMENT, give your opinion of adequacy and condition of equipment used.lisl major items of equipment rented. rather than owned, by the Contractor. PROGRESS OF WORK Rating SMi;ft;:fERYf{fI1(.... GUitA: UAJTit.- C!I(iP-M:"Ic.iJJq Pfic,J(l.fl/?L Hew THem UP.7huJ eoJr/tIA h+d. Some. f':ch.tluli~ pil.obltll1S If't -fk. ve.fl.1j tNtfl." OVtl- t'l1I J dtd. We./1. Q AUtV-6F-WORK Rating SMt~dm.I/R.Y Thutm'?f}IIlf1has look ,JRl()...-t. ().. eoup It.. IlIJJ i Ntus nN9Rks" ~ well" OAJlr nI; :;se.d ROI/J. s-f1lipi"!j doA)e Vu''f EQUIPMENT ;9.a:~g ~oocP- snP.pt..... /..Ut.I I Y/14lNt'm/Jdl wif1L ~u.eNf allMJ,'/JJs o-f fl/-M'~"'NS, 71,t.JVI,oplll$-lic... e.zuipmtl\J1'i'" 80od. ~!'~pe. ADMIN.lMGMT./SUPV. t!J:;lf, Ratln Sll'fisr:~ /'..M . b ht. hf -H::.- flU...-jO" m~e.fjAJ. g C'o~/d... hl!lll- lI.€4,lAif/.t&' -/1,,,,+ 1Mt.maJ..J o~ 7nt. JD C>iJ -+hq,. -Db DiJ.IJ'f SUhv lli d.ll1' '" JIIJJl'lS SUm. -10 t.fMfe~-I1'1iJ&. wM-f !'lllbS fj~:' Io)q oti- ht.-Ifell... ~N' 1'1St I/W/... -10 WI/Nt ~ ch 115 good.. "-Job <'IS WO/{/C.€(I.S ON UD. f3d;f- "I COORDINATION AND CONTROL OF SUBCONTRACTORS Rating St:lfjsf1J~ 'fA , LA 1-I1Jd... Sornt... scAe.tI..u1i':!j f&/dtmS WIT"\. O'me.f.. USUI/lly t!ltflivt.tO.. tUoSl!.. -If> 'scht.dult!t/l. -lime.., WDtUr.. ;/1.. -/1,e Ia.* l?loN-/1.-. &d DISTRICT COMMENTS AND RECOMMENDATIONS oVt.R.qll CONmAc.tDl. &iL Wt-I/" r wou.lJ. Rl.C/Jm",eiVtL. J,; fI.'"IJJ -/1.,<$ &mK..4c.1rJ 1r,JIlI IJ ..Jo tkJ fht.- f'I/VtlYLelVt'rnAUfNj {JDArfMc-T, PR JEer ENGINEER DIST. A. MIN. OR CONST. ENGR. DISTRIBUTION: . ". ,', " .: . :'. :,1 ' , State of Washjn(~tol:1?) Department of Revef~~ AX-02 Excise Tax Division Audit Procedures & Review 0] ympia, Washington 98504 F ......~ NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Reg, No, - Date NovE'mbe..<a- ;).;) I 'Cf~'1 FromJE:ffERSol\J (j;1).,.Jty 'Dirt of'Pu.blic. WoR.~ p. O. ~D)I 12.'l..D PT. Tow/'olSw&) Wl'lq~:;(p~ DO NOT USE Assigned To Date Assigned P.W,C, Number Date Gentlemen: Notice is hereby given relative to the completion of contract or project described below. Description of Contract: 'PAvE:merVt mARld tJj I'Wq mro 8o~ Phone Number: (135) :;l0t.-lB5 - 3::1.3;;1. Contractor's Name AjlpL'I A Li Nt) ItJC . IOu FRoNTA(",E /J. PAc.i1=iC. IWA qWI./l JLl.L~ \"1,1''1~' ;)S ,q'llq Oc.to bLI/.. ~) Date Work Accepted: : Ficlll.1ity O~posit Co. of 1'Y11\1t'f1AIlJ. Ba..lle..vu.e..1 WA $ ., '1) 5'33 .'to -$ S:;113.SS $ '7 ~ I S IS. DK 4,13:;1.,37 '3;;l.)~41. '15 Contractor's Address Date Work Commenced Date Work Completed oc+.be.f. 3 \,I'l?~ Surety or Bonding Co. Agent's Address Contract Amount Amount Disbursed: Additions Amount Retained Sales Tax Total Total :$ 'is':lJu,''l1,Y5 By Disbursing Officer Th~ Disbursin~ Officer must complete and msil three copies of this notice to the Department of Revenue, OlympIa, Washington 98504 immediately after acceptance of the work done under this contract. NO PAYMENTS 'SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate, and then only in accordance with said certificate, \ 1-G)/ .....' 'h~:(';t; \ '-~,,~~'?~i...; ~~;t:c7 ' J;,,!; ~~,><', I:/~' .. .' 'Yc' JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O. Box 1220 Port Townsend, WA 98368 (206) 385-9160 Gary A. Rowe, P.E., Director Robert G. Nesbitt, P.E., County Engineer November 22, 1989 Apply A Line, Inc. 106 Frontage Rd. N. Pacific, Wa. 98047 Re: Pavement Marking 1989 MTO B08 notice of completion Gentlemen: You are hereby notified that work on the above referenced project was completed on October 31, 1989. The county is processing the final estimate and the final contract voucher certification for the project, and will forward them upon completion. Additionally, after the payment of the final estimate, the following must be received by the county before the retention can be released: Affidavit of Wages Paid approved by the Department of Labor and Industries for yourself and all Sub-Contractors and Agents used on the project. Release for the Protection of Property Owners and General Contractor approved by the Department of Labor and Industries (DL&I form LI-263-83, properly executed and submitted to the Department of Labor and Industries by you). If you have any questions, do not hesitate to contact me. Sincerely, / 1/ ---d~ ~-v1 Scott Kilmer Planning Engineer xc: MT080B, corres. \ C0lJ' JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O. Box 1220 Port Townsend. WA 98368 (206) 385-9160 Gary A. Rowe, P.E., Director Robert G. Nesbitt, P.E., County Engineer NO~_~b_~ 22, 1~a9 App1y A L~n_, Xno_ 106 Franta.._ P_O~~1Q, We.. 98047 P_~_~_nt Merk.:S.nq 1999 MTO aos not1c_ o~ QOmp~_t1on a_nt1emana YOU are h.en:"eby not.:l.:t.:S.ed t.hat work on th._ aDO""'D r_r_re:n.Cl_d. pro~_Qt. _as oomp1_t._d on oot.ob_~ 31, 1989. The Count.y :L_ proc___:l.:n.q f:1.n.a1 __t-1m_t_ and. 1:.h.. f:Lna1 oent.ract vO~Clh._r o_rt.:l.r:l.oa't:.:1.on for th_ proj_ot., and _:1.11 for_arcS them upon oomp1_t:l.on. Add:l.t.:l.ona11y, aft.er t.he payment or th_ r:l.:n.a1 __t.:l.mat_, :l:'o0110_:1.nq must. b_ r_o_:l."ed by t.h_ oounty b_rer_ the ret._nt.:l.on r-_:l.____da Afr:Ldav:1.t. of Wag__ po.:Ld. appro'Ved by the Cepartment oOf Labor :tndu._t:r:l.__ 1'!or Y'ou.:r__:a.r and. a1.::L Sub-Cc::on1::.rac:::l1::.or_ and. Aq_nt_ u.__a th.. PrQ'j_a1::.~ Re::L_a_e rc::or 1::.h_ prot_a1::..1.c::on of Property OW'nera and. G..n_r_J.. Cc::ont:r_c:::l1::.c::or _ppro~_d by 1::.h. D_par1::.~_n't:. c:of Labor and Xnd.u_tr.1.._ (DL&X ror~ LX-263-B3, prc:op_r:Ly _x_cut_d. and _ub~~t't:._d tc::o th_ D_part~_nt Labc::or and Xndustr.1.__ by yc:ou). Xf yc:ou have any qu...t.1.on., dc::o not h__.1.tat. to contact ~.. S.1.noe:reJ..y, Scuott K:LJ..m_r P1_nn.1.nq Enq.1.n__r M"X'OBOB, c:::lQrr___ 100%. Recycled Paper o STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Gcnt'ral Admini5ualioflBuilding . Olympia, Wa.shinglvn 98504-0631 905 Plum Street SE, HC-214 Olympia, WA 98504 November 13, 1989 Jefferson County P.O, Box 1220 Port Townsend, WA 98368 ACCOUNT 10: 480,137-00-9 Apply-A-Line, Inc, Contract No, M,T.O. 808 Gentlemen: Please be advised that the Department of Labor and Industries does hereby release Jefferson County from any further liability pursuant to RCW 51,12.050 and RCW 51,12.070 as would otherwise incur in connection with a contract calling for road striping. This certificate does not release Apply-A-Line, Inc" from liability for additional contributions which later may be determined to be due with respect to the above mentioned contract or any other contracts said contractor may have performed, Very truly yours, K~~AALJ4~ Admr:~~~~~e ~~tant Contractor Compliance Unit Phone: (206) 753-4398 CCU1:44.bf57.1 cc to Apply-A-Llne, Inc. 106 Frontage Road N Pacific, WA 98047 RECE\VED NO"J 17 1989 N COUNTY JEFFE'CRSWOORKS DEPT. PUBL /.~W;'\" . -,...' .?- .~ -.If; '" n ""'" W;".'. ;is~...:': o ~' ':..." 'l:':~'.. STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES General Adminisfration BviJding - Olympia. Washington 98504-0631 905 Plum Street SE, HC-214 Olympia, WA 98504 November 13, 1989 Jefferson County P.O. Box 1220 Port Townsend, WA 98368 @ ACCOUNT 10: 480,137-00-9 Apply-A-Line, Inc. Contract No. M.T.O. 808 Gentlemen: @ Please be advised that the Oep~rtment of Labor and Industries does hereby release Jefferson County from any further liability pursuant to RCW 51.12.050 and RCW 51.12.070 as would otherwise incur in connection with a contract calling for road stripln9. This certificate does not release Apply-A-Line, Inc., from liability for additional contributions which later may be determined to be due with respect to the above mentioned contract or any other contracts said contractor may have performed. [P Very truly yours, w Kaye Kjorl aug Administrative Assistant Contractor Compliance Unit Phone: (206) 753-4398 CCU1:44.bf57.1 cc to Apply-A-Line, Inc. 106 Frontage Road N Pacific, WA 98047 .. . -, ;'::"''''''' ''''......~+- .- ;' .~ l " ~ ~ . . " ",,' i ,.... ...... I " .:. ':. '-:';__ I .; , . ".'J.' " ". ';'" :. .c ':,,;': ',. -: " . . . ,,". '.':' ,"", '. . ,.' . '.". ..' ,', "".,..., -,' .' : , .' " .< '.' ',"':",: '." .," " ",.' ';"';',;. ..' ".' '-',c'.. ..' " '.' '. ' . . ',: ., . ". :. '.'" '." ". ".: '.' ',..:.'...:,.'....,:: .'.' , , ". '. "." . ',. .-". " 'd.'..... ..... ::' . :,. ',:".':', ,', " ...'." ',' . : ' , " :".' ~''::' , :'- .'.,' "':" ;.',:, ""',' ":: '.", :., . "'''.''''",'' :", .~. .;,~ . . ' , '; , '. ..'<\ " ,'. , .' ,.,.' "; "',:' "','- ,.:>. "<::"'0 ;> :: '.' ,.' '. , <; : {,':' ',' '. ..,::-' , ' .' . '. " '. ..'-'" .' '. '.: ". :' ", ",' . ": ,." . '-: . "," .<, '", "':,," "", ",.' . . ", "'",,' ,-: ... .': ,":.... ,. 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WITHHOLO'.. .'......' ~ . , ;j DEfltI"TIDNS" 0 ;3 <:) .. '" l" ~ ..~ C g.... <:: <::. .:.. ::tJ ~ ~ I!l1 I'ii '" '> ~ ~~ Sa C!l , l:J 't1 ;lJ '" <!:l ~ f11 ;; g ~ 3: ""- i% c 0'\ :::c. ~ :;; ,.,'., ~ ~ ,~~j .... a .. 0 In 0 In 0 In 0 In 0 In 0 In 0 In 0 In 0 - Or.-OR ST. ~ !< "., s~~ ~ i ~ co() . i:i ",. , IX) = U1~ ~__ ;;: g 5! ..', x. 10<> c<l ~ -; -;; ~ i ~ ~~ ;l- ... ... ..',. "<l 00 a '~ ~ """- i en 0(\ c: I: p. 0 ;!l D<l be ~ c'K\ R. ;! ~ g' 0 P<:" p-q "<l ~ ~ 11 ;;t !!. ." <:>c ~@[j ',. ~ w g 5- scl ~ ,~ " ~~b!i ~ =~ <:::>B I' ~ ~ ~ ~ 0 " ~J ~ ).J -:-. ...~ e ~ ~ ~( ...... i::t\ ~;;I " x --K R ::I .' ",,-, ~~ u, ;-- 0(\ E~" 1'..\\ --.J R ---.l , ~ ~ V, I~ zgi!l. 9 ~'" , ~ ~ I~ \'l!jtt 'Q/j :;., ~ ~ ~\ '1:: ( Y'\ ::l ~~~ Y1 (', , I ~ -l:::.. ~ ~ ~ "- z "~~ :fi iJ:i !b ~U ::-. & I~ I~ " ~ ',' ~ "'" ~ ~ ~~ ~ _ f'1 IBJ ~ ::. (;\ ,;, \)tJ \.\l , In ~I~ ~ tlg..( ~I 01 lJ:; ',J ~ i~ " \':). ~ N '...1,\ ~. ~:; ~ I~ l::i ,> ..1 k ~ t,;.., (;'-.. ; i i!9 4- ~ *- ~" \ ,~ ~ 0/'1 ~ M! ...... ll'\ <",> iN ~ -.. . _".", __,_ <>~<"" ~]~", '~"l"~C~1;::':(:,,;;f'~~,~'~';:7/f(~;:~t.~nE -- .- L __,_-,.,-,~..--__.""H~~~" ~ ~ ~ ~~)J ~lA-.~~ OJ:: I'll \) '" \) tJ~\l;::",::: (I, ~ I ~. <. .....~;j r- ';J r- <.""c::J t,)l11 \ _.0 r- G"- ~i:i)<X\'~ ~-<.jjc;) :;:'N :<- (\\ ~ 11 K~\' ~~:: ~ ~?J t~ ~G-~S:PU\ ~ 0, '. ~~~~~~ ~-<. ~ I3J -" ~, <A :):;:1'11><\,;": ~ ~ ~ ~ ~ --I'- "-l~~ 7C l-j ;;;;" .::!:l )lr\ ()";. a ~ 0; ~ I \ I I , ~ L o .. '" ill ' !< ~ .. -~ t ~ '..." :t > ,en ,.t't1 ... ~ ,,'.. g 3: ., ;;; Q In !< "" '" o 3: ... :!: PI '" c:: ~ o "" g Cl c:: 3: PI ~ ' en t-- ~ >-. ~ t:!J (:;, ~ ~ th (t) ~ 0 '" 0 '" 0 '" 0 '" 0 '" 0 '" 0 '" 0 t-~ ~ '" ~'" ~ 3- ~ ~ 1'11 '- ~ . ;:x;; po f<:> - f">. fX' ~ ~ ~ ~ ~ "- ~ "" ~ ",-, ~ "- ~ ~ ;::; ~ po. '?;::, ~ ~ -- ~ ~ ts (:;, t> 0 t> ~\ t' &' ::, - - , S<-.l I',s, ~ ~ ~ ~ ~ .. ~ -... ~ ~ ~ U\ ~ 00 ~ ~ ~ <:no ~ " i ;::"; i l'_F~'~ ~~ ~G> \ ~';~ :0 U ~g~o C::-. 0 ~~;o s \...>.,) 2) ~~~c ~~i }~ 9 ~ '" ~ o " ~~h{~~LDl~ ~ [AEMPTlONS ~j~ .::::::c-- 0 ;1'. " ~ 1-" 0 ~:E g'- ~~ a"",S a '" z " o -nT, R ST, ,,~ "'" >-> c::. a C:0 ~. ~ ~ ~~... ~ H ~~" ~ -;: ~ ~~\:::J ~ i~~ ~ sa ~ ~~ ~ ~~:tJ ..~'.. <J ~~ s~! ~ ~rn ~'~ ::IX i ~ ~ :; ~,li ~ a~~ ~ CI1A ,,~ "" )~~ :;. ;I ~" "... ~ n o ~ 01 ~ In 16 g: :> . ~ .. ? i ;;" \S- c !1. o' ? .., ~ ~ 'f '" ~ S' ~ ~ o "l:. ! s ::i: g ~ '" p,:;; ~: '-!) t)g '?'), U",s lL'1 ;J~-'2. " p ~~ ~' III :q i': /.>'" '1'~ ~~ .. '" ~ n ,. " ~6~ i=!= " ~~ f::J ~ ~ \;l - o g~ ~~ ~ 1l :IE ii~~ g ," ~:..'-~ .,~;~.. ,<''f} \ ,,,y . _ ,_' . ,_ _# d ,..-""""''' ''0''',",;'" ~'r",,"~""l""';lI'':'';[ . -. 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",P'\ l<1 t ~f;:'S. ~ ( C/l ~ e r ~ ~ ~~ ~ixlC.~- r-O-l:) ~~b ~~ , ~~:T1 "~ o o ~ \o<l ~ ~< ~\ "- , \ s:. ~ If:, ~ \>-> ~ 60 _~ ...,..,8 ~~ ~~,~,\Ja ~x~ C)-in ~~ ~ ~~ ;,,"l~ i~~ ~ a~ "go '" C;' ~\ S3lii - ~ '--J ~ "t~ .\i 5~~ ).~ \'.. - ~l C"- o tr L ~W-' gl!! ~ a ~~ \~~ <><l ~ ~ Sl ~ ~ -t::. ~ ~ ~ "- ~ ~ ~ L !ill 31' ili i",:E~ ~t5!:l Ii !:I .'___......, ''''''''If''''''~''\'J'''l':Z~::~';:: Ol:: :tJ~~0>~Gs-jilA tJ ~10~ ~ "> ~'-'---I:.-"\UJ ""-fll='[t::;'JC)<Ul 0,~~~~::Jr-';'l fll~~p-.~~~ \? tlJ fll--J ~:() 1:: 6'- r-- ,,'.(\ /,,,,..-,, \J; ~::'l ~---<::l.j ___),).., <;i lP.C<l~:"'$1::> t , ,;::0,;>. "'" . I <:l, ). '- X;,..." ,~,- 'J -'-- IV)-.l" x);: I ~-.(),--< -<(:>~ ",. '-'.,,-;::; fl C<l ~;-'1? ~~Uj :i: s:~ ~ "n~ ~ ~ itG-~~Elr)O~P;: ~_::::: ~ fll ~ ~-.<. ~I ~ ~ ~'~ ~ ~. -<- ~ <-J~:Z ~ R ~ ~ ~ () l;\ O~ --Ilr, 1'-- ~ ~ ~ ~ ~ i:l :0 .. ~ ~ I i:l ':0 !l: ill !( '" 12 t c: '" ~ , "' :;! in ~ 3: o ~ ~ ;;J ~ '"i :t: "' en c: ;!l o ." o o o ~ ~ . ,. '" 0 In 0 In o en 0 en 0 Ul . o :xl "'9 ~ :>--\ ~ 5: ~ ll, .;:0 ~ lJJ ~ ~' ~ "- ~ ;: l;1 ~ o (Il 0 III 0 0<) C"I ~ cA. LI.I ~ ?< ,;.q ~ ~ t ~, It"" ~ "" ~~ ~ ~ 2 ~ ~ ~ f ~ f.l'. ~ ~ Co ~ "'<l "'"" Cq loa ~ po.. ~ ~ "- 'R ~. ~, ~ ~ :--. ~ ~ iJ\ ~ \:\i ~ ~ ~ "'- " ~, ~ ~ .. ~ ~.~ ~2 ~ 8 ~:~ (:)j ~~g ~ ~;u ~~~ -~ ~~ ~~> ~f" ~z ~o ~. : ~ ~ NO, OF '" C. ~ WITHHOLDING pO EXEMPTIONS ~l~ n ~ !!!o; ~o 2~ o z 9 ~ ~Ci z " c ~in ,.,0 '" ~~ ~~ 0'" ~:!j 00 :c"" !!is: , 0'" zO '" - ." 5l g => 5" !l 5l "" Cl 11 S' => !!!. s;: "II .!'! > en -< i~ c !l S' => . ....R ST. :l:l.1)~ i ~ )' ~ ~ :;:;:., ~ "i~,.""'~ ~C=~ . ~ ""'" ~ '-C-J c ~~it: ~ <~~ :I: -< -,G g 5l ,,;,] ~~ .~~ ,. o !,:.~~ ~ $! - --..." ' ~;;l $ ~~~ g~ ~~" ~~t' ::002:1 '::J y::\ ~~~ - wlJ-, ." <.:"- )<( 1'-~ :I: -::-~ g~~ ~ ~ ~ li' ~ ~~ La~ g~ ~ c :0 ~ ~~~ t:>-.Q~ \. ~ l.~ ,~n 0<< ~~-Z ...JQ ~ n ,. <l' 3 =: :I: * .... 5i J; 1.'-\ ~ ~~ - ~ I"" ; ~ ~ -....., " I~ r-:;, ~ D--\ ~ ~ " .,', . .,. ..', '~''''''. -'! ).l \:\1 ~ ~ ;-.... G'o -. lI.I ':-lJ ~ "- ~I ~ ~ S 9~ ~ ~ ./ o 0; iim~ ~ _ ""__'~'~~'~'-"~;~"'iJ1~,.",~.~"1~~~~~%:~'~(j~~fi~~~:J liP ~ U\t::l ~,\~\:I~'lJ),,^~~'ll\ ~\:l ~~ () D'uoF\:.~ ~ \1)~ ~ ~~~--.Jlr1~t;:-..) r- <t.. \ lI\ \l1 \ [j, -' ~ lA" ~}j~",-.Jf::;~~(~t \ cs 'iJ "'- \ ~ <i' '" <tI ~7-i~ _ ~ f' '-J ~:>v ,!::-1 ~- ""'<::> 1:: \)', ~i-~ ~ ~~~ ~~~~ ~ '-I "'=-- ~ PQ""" jd _/JI D'U\ p~ ~ ~ ~ ''0 ~l '" ~ ~ I al ~ !;: !< ~ t c: ~ ~ ':1 :x: in I, ... g ~ " ii ~ U) 0 \I} ~ , ~ o u> o o k<' p<> ." !; ~ ~ ~ 0 u> kl> bo .r ... r- fu ~ ~ 0 u> 0 u> k I:><=- ""'- .'> .r' .r> -4 '. :x: '" , ,..' Cf) c: . ~ , 0 ." I,., g - (') c: " 3: '" ~ ". Cf) " .' .' ~ "- S'- ~ t:-... ~ ()'- ~ ~ ~ N,-- ~ ~,,~~ ~~ ~ ~ & ~ ~ b ~ ~ & ,~ ~ tI, ~ 8 I~\ )'... 1_ I'" G [:i"- l:"'- e::, <::> _ f'- I ~ "" ~ ~ ~ ';.\ ~ ~ \\ ~ 1>-, .e.. ~~ r-- --.J .. % ~. ~ ~~..~ % \....> ~ ;~"~ V\. ~ - ~~ [" ~: ~ ~ (>. 0 00, Of '" y~ m~~~r8~~G R... ..... ~ jc; ~ 21~~ \3" );;' ~~ ~ ~ ~ o f! % \." e z " 3~ ~~ gg a>> ~~ %' e,. ~~.; !;: ~ o "'Il' ,-OR ST, i s~ f-.. g ~~~ -.:~ ". ~ ; ~ -\ ";;-;;, g. g ~ ~r-N ~ a-~ ~~ 56 ~ -I g. 2 W ~ :::I ~ ~ ~. i ~ Ii' gS!:') ~,i:; :0> (l'v l"I !1. ~r -t \::)... ~ c o ~~,; ~ ;~ ,"~')c::.. ? ~'" -::,~~ i' ~~~ :I n~ Jl ~ ! S~~ Q ~'~ ; ~ ~~, ~ ,,_~~r' gG~ ~ t- ~f . " ii .' .. H \::. !:l ~ II> . __'~"''''~ ,_""1t:l:''''~'~''7:;:t~~~,:ct! ~ ~ "' ~ (lI ~ ex::. \-.\l ~'S b ;g e ~\ ~ g;; c:I':: Ili'I o 1 ~ ~ ~~ !l ('::>0 ~~ ~~ .'< r-J~ ~ \:l - ~!l g~ a g..!:o: G e6m!:l - 6r-. t:!iP b::t:; ~~(&, ~ &. b J "":'CJ.....~ 'l:::~::: j' ~ ~ r:} ~\)~-..l :rl::J1=-q>; ,,~' l;1r:tJ""'-' :--\')- ~ i;.I~~Q:;:-'!;J,~:;)~~~ ~ \ \JX I <. N _ t<\ '" ...()u,-J:J G> . ~ Xi ~ ~;;""b - ~~=-~ ~ ~ (l'-;s: <Ol~,,~'e US ~~ ~~ ~1~ \-f;-" $. ~ f--lJ\ \)(/)) () "3 a .. .. ., t ~ I a .. .. Sl !:( on ~ ~ r- ~ G:l c:, .::l:; ~ ~ Q\:: ~ rn ::c 1- ;;". /Qj <::> )I;J IT, ;;<:, " o o " " " f/l 0 &II 0 '" 0 be. 0<4 ~ ~ c<l DO <Xl """ l'- "'"" ;~ '" o " c ll: ~ '" ~ )-} P ~I --\':.' ~ A ~ ~ ~ "" ~,'" \:& '\ 2. ~ ~ ~ ~ ~ 'ill ill ~ ~ i' ~ 6'- "J ~ ~ IR \~ ~ ~ ~ ~ ~ ~ -G W t\\ -:-.! ~ I~' If: ~~ ~ Ul t.\~ U\ ^'" fi!j.~ LlJ -,,;:, ~ ~. QL "'- '?> Ii'- "." ; .. '" ~g gx S s> .~ ~ ~';~ \"V ~~g s~ ''\t.~ ~ s~~ n ~ mxsn ........::::. '"n ~, ao ~g ~.r n -=:-- l- ~~ ~:(." ~ ~o 'Q ~ ~~" ~ ' ~ " ~ >,(~ i ~,~ z . OR ST. ~ ,,~~ ' ~~~ ~~ ~;sb ~" a ~tI$ ~~ .' ~ \~J-I "p..; ,,~l-J ~ ~~W :t~ ~ ~ 00 ..... 1',{ 0 ~~ ~~-:-tJ'~ o ~~\::) il '~~ 9~~ G'''-' ~~(:) ~g~ a~~ ~ 1i ~ "e.: ~ . "'~ <~'\~'- I.~~ ~ e~ ~ ~ ~~ ~~~ N~..c:.. ",0 lj;!: ~' .. g; ~::. n t " aG~ i~ " ~ ~ ~S: 56 ~ Sl - h !Ii ~"O'z t~a~ !! , ,", .~~ .. _,,~~.~,. "'..~",\ ,,,,,,,,_~,,,,,_"':!I"'I":~4U~~ 0 II ~~~ ~ = ~ ~ d QO ~ ~~g ;; " 0 ~qj; ... 0 \1'\ Z. ('" z~" if C- oo'" ~ -~'" . ~ z-" ~ "' ",2'" 1\ \Y) ~ ~~E ~ E~ ~ 'i! 0 a 0 i s f9, m = <:: 2- - ftl - ~ f} ~ ~ ~ () J\ " ~ i ~ ~ ~ t ;; n ~ ,. jb -< 0 z "'- " .g og ~ ~~ ~~ ~F ~ :s li', . ~ K~ " g- ii c ~ ~ "' " 3' ~ ~ a ~ It t 2 .!l i -< ~ " '" 0 g it. -11' ~ '- -< 0 fi J I in ~ Ii . (I> .- ;Q\' - y l'l cJ1 CP tJ) !:' II(! I'll 18 \'Q ~ z ; l\l 1'1; - 0 ~ !'J c " " l" 7' :- ~ ... !t-~ o < +- 1'1 (1) a :; v'\ ~ E! ~ - - ~ " \ ~ t.l - ~ ~I -!\ ~ _vo .9 ;: ~ ;.. f- ?' 1'1 ~ <:; +.-l:. 0 I ill ;: " " r;; .. I I I I I I ~ c :0 iil f€. a. ~ ~ ~ s ~ e5;! Iff ~~~ ~i ; g~ ~ 8~a _' 0 c" ' ~~.b' 13!:t .a ~a~ :-~~ . "" Hi ~l " ~ I' m ;;:... ~ ~ 51 r- ;;::;; Q ~~ m :E;;' m ~6 ~.~ Q "' ;;:"" ;2~ ~~ 2 "' ~:g ~e ",", ;;~ -< 2: -i m " <: ;:;; ~ " m ." o " -i ~ ?' z p ~ \~ ~ g> W ~ I g' I ~ ~ i:1 Z. W Q m "0 )> '" ~ -i MOl: 'f;t 0'" 0 ~~ '" "'0 ""." C:... i5I ~'" -)> 02 f zen "0 0 =: ~ fj 6 2 ,- ." ?> :1IiIiiiiiIi 'fo,vl(' DVM P ,rWU< 17.5,) ./ 3,43 ./ lj,/(p J-{.1-/ N~M. 2.96 ./ + ?-{?7 $. 7('~V/ -- .i~E:PARTMENT OFLABOeND INDUSTRIES ~~:.J;,?;,~~~:l:N~~~~~tRI~~\'W' ..W .'.. St.PU19'01 .1\ ,Il. (It tlrl '1,1 oV.~~. (lr.~o.*"'ri " I j I I ./j \..1"'- tb \'1;\ \0,' ':0. \\\11\ e.."..." ~..'fiiiJ 'I ~P' ..~ ; ~ ; <"0' c;UJ ::587 1(/1""10{ flD"" '.Af Statement of INTENT TO PAY PREY AILING WAGES (Pu!>lic WOTks Contr..ct) F.~ f' I' Awarding Agency ,De~..Ofu,PUbJ.i.c.,lJc;rI'.s".E..,uV't:'b ~::~n:::~::~~~~~,~~',~::~3':~";:'~;::::':'~:~~"~::'~:::1~?T,~:, County in Which Work Performed ._...Ja.f!<:rs;cm....:?!:!.::::7.::.~,~~!.;....... Locatian Within County l'PJ;t...'l:QI-,r.:-;:m:L..,.......,.......,........,...........u,.u.... prime Contractor W,.uC...~scP;iE'...,..'uuu......,........-,..........,....,..,....._' Do You Intend To Use Subcontractors? Yes 0 No U3 ':::,~:{::::=,-J Incompliance with RCW 39.12,040 I, the undersigned, being a duly authorized representative of :.:,uu_.u..,,~:L,....::,..,2..1::,;~;;'ig1}...~,....u,_u,......,uu,.._,...."..,J'",9",~,..,?1,....,u..,..uu,..".."u,.....,"~:l,,1::<:l.\,',',".~"'u":,,?,,h~,,__..,',u,',..,"'u,'..u.,-' (Contractor nr Sub,antr....r) (Add",a,) do ""b, 00,",' ili,' ili' 'oUowin, ..... of ho~" w.go .nd bo~l, mug. boo"'''' will bo ,rod '" all laborers, workmen and mechanics employed by me upon the public works project described .b'~ Md ili'" no I,b'~, .",kmM ~ m"hM" wUl b. ,rod 1_ iliM"'" _.".~U1n."w of wage" as determined by the Industrial Statistician of the Department of Labor and Industries. PLEASE NOTE: If apprentices are to be used they must be registered with the State Apprentice. ship Council or they must be paid prevailing journeyman wages. CRAIT RATE OF RATE OF HOURLY HOURLY PAY FRINGE BENEFITS Labore~ Of>' ~wc- tfO ~ Nitit' C3.rpsnter ' ~ D VI"""""'" QfJ...vCf f \IAD'-"""'- ,/ 15.21. f l'1lpH./ 17.82,r n.b~ ,/ PLEASE ALLOW A MINIMUM O~ 10 TO 15 WORKING DAYS FOR PROCESSING FROM THE DATE THE DEPARTMENT RECEIVED YOUR DOCUMENTS WITH THE CORRECT APPROVAL FEE. lN~"'" ~ Subscribed and sworn to before me this n....Znd..... day of ..::.;;;;,t.cr.~..n...' , ......,~~."...!~."....:.~...~.,i.~..~"I~.,.,..1OO...............................-....,...-...".........".. ICompany t\lame) By' :2>,~<<,__,_:;/..?:~,"':::~:...,",;:;,::::::,:i;;.'!.:;;~,"'-'-' ... I ..~/ (Title) For L &. 1 USf' Only APPROVED l~.,!}~.... . ,") ., Department of Labor & Indu.trles __:t.::~,:.,c-""';L:,,'__..,J--,:,..,,--I:,:,,:,;.--.!.------.u..--,,.'" Industrial Stnl istician Natary Public in and far the St." af w..hi"Rta", B reaidmlli" lI'ashmgtan, l' .. i;,',u"'9J:;;,~"" D;~"" \1 BEFORE FlllAL SETTLEMENT'" b. mod." ..,l'b,"4 ."'" ,,;Im-"tt ,ri~ 00'""''''' i and each an \ every subcontractor must submit form LI.7R~.7 "AffidA\"1t of Wages Paid" to the officer charged with the disbursement of public funds. EACH AfFIDAVIT OF WAGES PAID MUST BE CERTIFIED BY THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES BEFORE IT IS SUBMITTED TO S,\lD OFFICER. PROGRESS PAYMENTS: Each voucher claim submitted to an owner by a contractor for paym~nt on a project estimate shsll state that prevailing wages have been paid in accol'dancc with the pre. filed statement 0'1' statements of intent to pay prevailing wages on file with the public agenCY. COMPLETE AND MAIL ENTIRE SET FOR APPROV AL TO: Employment Standards Division, Department of Labor and Industries. General Administration Building, Olympia. Washington 98504 ~ONTltACTORS' D1STRIBUTF. APPROvEI1 STATEMENTS"'S t.Ol.I.OWS: ] (PINK COPYI OIUGlNAL-Aw...nnINO AGENCY IIl\.UE COPYI nUPI.1CATt:-PRIMI': CONTRM.-roR tYF.loU1W coPY, TRIPUCATF._SU11CON"RACTOR IGlU:EN COP") Q\lA\lRUPI.ICATIl_INIll11l1"(lCAl.llTATIFTlCl~::' ",,'wined hy 1~'I"'''no'"'' 1.1-11'." \1111'''' '" pur I. .," ~-_. , _ "",;'''";:':''''''''..j~;;"f,''': ";"fI1!!f","~'~*f,tlt(,y,<il1f:I:1;li~Jf!,.)t' .__i .,,".',,", ',.~" .- ' ',' _., ~ ~ t::'. 0 ""'C'~\'""--:": b,,' ,- ~~ J"" ,,~~,:'-,. '.,'" ".~ ":, " '. ".'.- "~' ' (1'\ "{',,:. : , oel'1." .. DEPAR~1~N;O. ;;J~JI~NBi~DusTRli~ , .',-;-,:';:: EMPLOYMENT STANDARDS DIVISION;, " , /'. ,pI~~~a; WA98504,:' PAviiENTRECEIVEO SEP 11 1987 R " , " Awarding Agency ..r:ePar:tnent:uOfu1?JJbliCuWor~S:uS.L\'''--l2'f.> . ac " ~::r~::::~:~':~~~"~~~~~::::i:;;:;'~;~::::::i::~~~:~::!.~~?::~ ' County in' Which W o~k Penorine'd" ..,....jef.fei.soD:;;.._:~:.=;::~::~~_~~..:..',: Location Within County P.Q~,t;,u~IDR.~!:'.g.,..~u,...;..,uu,..,..........._..,..u..'"m'.'. Prime 'Contractor ,w.,...!;;.....H;.~,!l.9.r.L,m'..m'm..m..m.um'mm......m..........u~, '..... ..'...: Pl:';";" ~" <"tr~~~~{~,4~i PREVAILING WAGES (Public Worka Contract) t;$) tJ /AACrAssoAl UJ) <081 "31~ \ 8e ASS MONTHLY EMPLOYMENT UTILIZATION REPORT WORKSHEET Crall: REPORTING NUMBER OF EMPLOYEES WORK HOURS OF EMPLOYMENT WORK HOURS CQMPUANCE (Federal I Non-Federal) PERCENTAGE PERIOD TOTAL MINORITY FEMALE TOTAL MINORITY FEMALE MINORITY FEMALE YES HO !:lIln1!.E ~ -OG.T"_ .1/ {"I 8'7 'Z- -e- -e- \ <\'l t. -- ~ -eo- -G- V ; I -e- ~ 10'5.1:;;... -9- - -e- -e- ........- """'/V\'i>'IeR- 2- -A- -&- Ai -9- -&- -- 09- V DP~ :z- -e- -e- ~ -e- 4'>- e- -9- ,/ ., . -r-r-, Ar~ W"" ~, ..~:. ., "- -, '1.1 10.,",- (.,."3 "7. , ......" ....- S." (_.0 2-2-.1 25".0 ....,.,T..... Lfz..B 41<.~ , , Jl-h: (n LlTRAc.. , ;;L 1 :A-\ u:>-t:: TO OL'- ID \'1 -\ u: OMeN ~ ,MI UOR...I'T'/ c.oM-{ n r. , .r.--;:. .,1, ~f~ I '["I Se<>r ~ DOT :l:w l..toe:'~~:.o, IIIll'l"""'7 .- ~- 'iIIiIiiiII ce8\ h8W " 88 - II e 'l~bCl ~-"'; -..\:) ~ S t1 -f<+, ~ U\ ~ ~::.: n\<-t::>C} -I~~ ~ ~~~~ ~nr~UnnrE~.H!i9' ~H .....zm;:z.....z"';:z~z,..j~zm.;r: Z'".t ; ;~I; ;~I~ i:l~I~ ;~I~ :::~I ,. ~{,.. ~t'" ~f'" ~i'" !:it ~ i :~ :;l!l ~ -...J - ..... --- ..... - 'tJ Ii ::t. ,\ f'rI " Yl Ii X ~ ~ ~ L n \:.' ~ 6"- Ii I i :' ~ ~..t-\ to... fl'- '~ '.0 rv, " :i'.~ ,-" .:!~ ;5 " ~i '::::: 11 ,'.. ~~ '1~io. --- : ;I .. -- .~.~~ ...., ~ ~;: --- .:"J :~ 'i. --,{ ~f "<> 0 ;',11 !:; '-l " "J r.. f.."'" ~., ,. .~: Ii " ;~, ~~ '..:" ~. :. :;;1 s: " ~.~ ,."', ':.f~ """ '-.I 11"'WoIO.f..- ~ .,~~ o (110) IO-1t W ~vnllvw 1I0LLOnll.LSIIOO .LOOSM, .- ",~'i;-~t..'0"""'<~"'i/;"T;r;;(,~ _;:t~'>\'*: :'i~:0~_:';;~:-;7Q'~~.~ ~ " . 86-1[ ... ... ~Cl ~ ~ 0 ~ ~ ~'tI M ~ Q ~ n\ '" i ~ ~; fl, ~ ~ ~~ 5 ~ ~<;! -< -"\:, ~ a .. ~>tl g ~ c H~ ~ :II J ~ ~d m; --,..j -..j -... ..... -... o o APPENDIX 11-'.' ON SITI; CHI;CKLlST, .Crilical Path -Monthly Utilization Report . Date: 1Jo\Je!AA.~ -Training. Program CONTRACT COMPLIANCE ON-SITE REVIEW EEO AND TRAINING 3011"l97 CONTRACT DATA: Project Number UW SB7 Project Name' l...st.At.Jr::. ~ 'P,PU')fl'" ~l.Aa='M~ location GhJIU'.p.II~ Prime Contractor .MC.ICA-~rJ I I N(' . EEO Officer B-1 LL M~~"o.J I S~ . ~~~~~:cto:~ounl .(l e7, ~o'y Percent Complete 7 s: ?o Start Date!:!IAf8~ E~timated Completion I ' Contractor's Representative 'Btu... '^^c"chrg:,Ob-1 ~ Sst.. MBE aUicer _ ...:: 1"2.\ "" !P.7 LOCAL AGI;NCY DATA: Project Engineer -r-n.AA: ~R..eJ t ..... Local Agency EEO Officer 'Bo'P., kJEe."P..t"t"r'" Field Inspector A-r.- ScA-u=- SUBCONTRACTORS OBSERVED ON DATI; OF REVIEW, 1) \ . ~ ~ 3) "- 4) "- 5) " 6) jf~ "\. '- "- "- " '" ~ ,) PRIMI; CONTRACTORS EI;O DATA: TABLE A TABLI!: 8 TOTAL BUCtC "MERICAN ..S'''NO.. WHirl! 0."", TOtAL l"OIANOA JOt CATEGORIES EMPLOVEES MINORITIES Holol HIUAHIC ALASKAN P"'Cl~IC Ifotol APPRENnce:. ,.. H1IPINcOl'lglft HATI". ISLANOI!" Hj.~Ic;Otllil'" TAAn.na " , " , " , " , " , " , " , " , " , OFFICIALS IM.n.gDl,' -- r'- ....- t--- - 1--- C-'- ... - - ---- ..... -, 1-- -" _.... '-- "'- I-- SUPERVISORS - -'-.. -.-.- r- -- '-"'. -- ".. '-, FOREMEN/WOMEN I I CLERICAL EQUIPMENT OPERATORS I I MECHANICS TRUCI( DRIVERS -a. 2- IRONWORKERS CARPENTERS CEMENT MASONS ELECTRICIANS PlflEFI"ERS, P(.llMBERS PAINTERS LABORERS, SEMI'SKIt.LEb I I lA80RERa, UNSKILLED S- -- TOTAL '-, - '-.,- --..- '.." . ';'-.~."c- ,-- ~- .P-. '--- .._~ '-', - --- APPRENTICES 1 1""'- 1 I I I I I I I I I I ON THE Jail TflAtNEEI 1 ~I I J J I I I I I I I " DOT :?~M 1.~?~:3~. l' C) Q APPENDIX 1J..7.P CONTRACT COMPLIANCE ON-SITE REVIEW EEO AND TRAINING ON SITE CHECKLIST: 'Critlcal Palh . Monthly Utilization Report Dale: va 30 , \'1 '61 eTraining Program Review Date -.. Contract Amounl '" <67, looN Percent Complete Coo '10 Start Dale "II e.\ 87 E~limated Completion 4&-fo/t" \ \ \ ~l? I, B"l Contractor's Represanlative ];'>Iu. M<:.\l.MSn.J \ s:.t.. MBE Officer CONTRACT DATA: Project Number I!.JI-D 512.7 Project .Name ~AlJn Ctl.2"El<. (bR.I"r,P lZ.6PfAGt?M~ Location l'3)\J1Lc..erJE' Prime Contractor AAc.t.C.~<.O,.s I lr-JC.. EEO Officer r3ILL MC.I{.....<;nN L ~A. LOCAL AGENCY DATA: Project Engineer -ro~ McrR..t?l-LO Local Agency EEO Officer BoP-. f\Jec;p-.t""- Field tnspactor A1- 'i?iAu= ) SUBCONTRACTORS OBSERVED ON DATE OF REVIEW: 1) .... ~~ \: 4) \ 5) " " PRIME CONTRACTORS EEO DATA: 6) 71 S) 9) 10) ,1'>., " " " '-. fABLE A TABLE II TOTM. TOT#..L 8tACIe "..ERICAH .SIANOft =~~ ON.... INDIANOJt .10. CAnOOAlfli EMPlOyEES MINORITIES ...... KISPl.MIC A\.ASK"" PACIFIC Af'PflENTlCES JOO "lpeIlll:O,lglfl NAlIVI ISLANDER HllpanlcOrllllll 'lAAI"US " F " F " F " F " F " F " F " F " F ~':SO".ng....)_ -- ,- m -1--- - -,- --.. .. , - n_'__ .. -- I-- --- .,.-... ,-- ",-- -- SUPEAlIISC/AS -, - -.'. --- - " ..n_ ....... --- " .....n ..-." FOREMEN/WOMEN \ I CLERICAL eQUIPMeNT OPERATORS I MECHANICS TRUCII DRillERS 2- "2- IRONWORKERS CARPENTeRS \ I CEMENT MASOHS nECTAlelANS f'IPEfITTER$. PU/MeERS PAINTt:RS lABOflEAS,IENI-SKILLED \ \ lABORERI, UNSlirLlEO TGTAL '" -~ - ~~- . --- ~.'- ...- ._,.. _ ,__, __ ___ L-_ -- ..__. _____.,1-,.. TAa\.EC APPRENTICES I "i--- I I I I I I I I I I I T ON THE J08 TRAINEE'll I l""-. I I I I I I T " DOT :?II~MI.~~~:j~. ,..,..."",...,.....",,'""'1';\'Ci:. ...!W~,'".'e".,.;.;.".>l;' ;;'"'i<",;'';- - APPENDIX 1/.7-9 o @ WORKFORCE OBSERVATIONS TR..oJc.K.. 'DRIvER... ., SoME. $oMG ,#JOIVlovA'I,J; ItJ~\\J.'l'"}UA-L-"" WOR.':' (JJo;(,l(. AT Larl3~ P~T 'TIM"F< ru-....J T'E",""^},, reA- TRAINEES: (Interviews Supplemental Trainee Questionnaire should be completed 'or at least 3 trainees) Number o' trainees/hours assigned to project Number o. trainees on site Number o. ~~~rs remaining -e- -- -e- GENERAL EEO REQUIREMENTS: r(!?) No a. Are EEO posters conspicuously displayed? 'C5) No b, Are 'acilities provided on a nonsegregated basis? ((3) No c, Are supervisory personnel oriented to the Contactors EEO. commjtm~nt? Ves No d. Is a minority /female off-the.street applicant register maintained? Ves No e. Are EEO/MBE/Training Reports being submittad on a timely basis? Yes No ,: Does Contractor inform Its subcontractors of their EEO requirements? SUMMARY, FINDINGS AND CONCLUSIONS: "-- " " "-. " " RECOMMENDATIONS: " " "-. "-- "-- ... ,o"'~.., ", ,~, Tilla Date /o/?,D/87 I I 2 .,...,.,._..,.",._-,..."",".,.,.".~.,." ~ "- (, o ~ APPENDIX IJ.T.~ CONTRACT COMPLIANCE ON-SITE REVIEW EEO AND TRAINING . Critical Path . Monlhly Utilization Report Date: ",.,.,.. ~o, ."le; 'Training Program CONTRACT DATA: Project Numbar ~I<<) -5B, Project Name , ,;:;tJIWJ{) c.n..f!'~ 'P.,R.'bl.F ~p~~~oyo Location li:>UH i""~r.; Ptime Contractor MC.~~ I \tJC,. EEO Officer t-t,ILL ..M.C\(Aoc;s.oJ SR.., Review Date Contract Amount -If S I i 1,,<1-<1 '?:! Percent Complete '30 ? Start Date "lj B \ S'S-? Estimatad Completion ~J<'S 10\301 'a"1 Contractor's Representative i3 u.L . M (.~,o.J 1_S'R..;.. MBE Ollicet --- LOCAL AGENCY DATA: Field Inspector !+'L- S~ Project Engineer IQ....... I"\I\.OCLP"U..n Local Agency EEO Officer~ ",e~r>I~ ~~BCONTRACT~BSERVED ON DATE OF REVIEW: 2). . '""'- 3) '. -----' 4) ----- 5) ........., PRIME CONTRACTORS EEO DATA' 6) 7) 8) 9) 10) '-... "- '-... '""'- --. TABU:: A TABU! 8 .101 C.utOOAII!S .. TQT-.l f....PlO"EfS T01'''l MINORITIES 8L,t.CIt H<llol Hl.p.nl~Orllll," AMfRICAN INDIAN OR ALASKAN NATIVI! ASIAN 0" PAClflC ISUNDER WHITt: 'tolof APPRl!NTlCES HitptnlC:O.IOIn ""- "'. TRAlNElS ~':.s (p.4,ntIlIHI1. __ ___ SUPERVISORS -- - '--f-" ,-- -- ,-" ",- .,;,.,- FOREMeN'WOMEN CLERICAL eOLJIPME,..r OPERATORS :2.- 1 "2- MECHAHt(:S TRUCK DI'fIVERS IRONWORKERS :z.. 2- CARPENTERS CEMENT MASOHS ELECTRIC.ANS ptpeFlnERS, PWMBERS P....NTERS LA80RERS, SEMI.SKILLED I I I LA80RERS. UNSKILLED TOTAL .., "_ _u '..... ..__, ._ ,._. __ ,7, TA'LEe APPA'"""" -t=:l:::: I I /I I ONTHI!J08TAAINEElS' I I T I I DOT :?'::" ',~?;:3\, / 1 I I I I ~ -- w.__. -, --'- -" J I I I 1 I I I I ;;,,;~',;'{'?1')\>::>"~""l'\.;-':Y;-' ....- - ~ Q APPENDIX II~T-g WORKFORCE OBSERVATIONS ""'flltU1"1( "D12.J.lmYt.. I ~OM.e SOMI$. I"'CIIIII)I.1.......v:, lPcNLl(. A~ l...A-l?>Oaen. INn.<"~nVA1,..... tJJt:rR.1t" 'PA-R~ nM&:"" -rn--.l T-e~\.~ TRAINEES: (Interviews Supplem~nlal Trainee Ouestionnaire should be completed for at 'east 3 trainees) Number of tralnees/hours'assigned to project ~ Number of trainees on site -GI- Number Of hours remaining ...c;.- GENERAL EEO REQUIREMENTS: (Circle) No a, Are EEO posters conspicuouSly displayed? No b. Are facilities provided on a nonsegregated basis? No c, Are supervisory personnel oriented to the Contactors EEO eommitment? No d, Is a minority /female Off.the-streetepplicant register maintained? No e, Are EEO/MBE/Training Reports being submitted on a timely basis? No t. Does Contractor inform its subcontractors of their EEO requirements? SUMMARY.FIN~GS AND CONCLUSIONS: " "'- ........ "'- 'l RECOMMENDATIONS: " ........ ........ ........ " Conducted by: Title I~ Date ~)~ 2,7 l! .- ,,;"'>""'!I.>"""<W''''<!W'''.;,'~~;Fi/\'?'~; 'i0:i>,s.".-':,:t;;'tg~';:-:~tG~:y - ~---,,~t;j) c;j' CONTRACT COMPLIANCE ON-SITE REVIEW EEO AND TRAINING ON SITE CHECKLIST: 'Crltlcal Path 'Monthly Utilization Report A, I Date: I'A!;:!L 'Training Program 3~/qeB CONTRACT DATA: Review Date Contract Amount II e ~ t," Start Date "l,1e/B1 Eatlmated Complellon :jV,J" I >,; 1'1'88 Contractor's Representative ~UL /l<. cl4Is."', .c... MBE Officer Project Number Project Nsme Location Prime Contractor EEO Officer <!ftO S67 L= Ao-JO t~<- tSlLJI u..eNEF 1M q<:lrs~o'" tHC-. Blt..1- I\A.(.KwS.SoN. . ~. e"-IO(,6 ~""" LOCAL AGENCY DATA: Project Engineer -roM Local Agency EEO Officer Field Inspector A-t- ScA<..F IO.~ .At- 5CA<r SUBCONTRACTORS OBSERVED ON DATE OF REVIEW: \. " " "- , 1) 2) 3) 4) 5) " "- '" .......... -..,. 6) 1) B) 9) 10) PRIME CONTRACTORS EEO DATA: TABLE A TAB\.!. B SLACK "...UlleAN AS\"HQR WHITE OH_ TOTAL TOTAL lHOIA'" OR JOB CATEGORIES EMPLOYEES MINORITIES Halo' HISPANIC "USKAH PACIFIC Hili of APPRENTICES J08 HI.panlcOftgln. NAtIVE ISLANDER Hl.p.nlcOriOlll TRAINEES M F " F " F M F M F M F M F " F " F OfFICIALS (ildln.g.r.) , SUPERVISORS FOREMEN/WOMEN CLERICAL eQUiPMENT OPERATORS "\ I MECHANICS TAUCK DRIVERS I I IRONWORKERS CARPENTERS CEMENT "'ASOHS ELECTRICIANS c' , PIPEFlmFlS. PLUMBERS PAINTeRS LABORERS. SEMt.SKllLEt) IlL 2.- lABORERS, UNSKillED TOTAL If -+ ./' TABl! C APPRENTICES I I 1---.. I Y I I I I r I I I I I I I ON TH& JOB TR.-tNEE! I T 1 ~ \ I I I I I I I -f l I I DOT. :~:.r 140.632 / ~ ~1"'" ,,,,,.'<\10""" ci;':'i_>"';"'" .- ,., .". .,' .;t';c/".,:;""...,h,~;";:".'" ,:,,)!~-:.~~.~'li:( (~.",>" ,','; ',' ,.,>"" "/"":; _".~ "'''',i\..:~'''''''''P'~"'' ~-,--,._,._,-" .....-.-.--.'-".'" Q (ji;) WORKFORCE OBSERVATIONS \ "- " "- "- , ~ TRAINEES: (Interv(ews supplemental Tr ' ee Questlonnelra should be completed tor al least 3 trainees) Number of Iralnees I hours assigned to project Number of Iralnees on slta Number of, hours remaining GENERAL EEO REQUIREMENTS: tClrCI@ CS2 ~ i52 ~. bJ No a. Are EEO poslers conspicuOuslY displayed? No b. Are facilities provided on a nonsegregaled basis? c. Are supervisory personnel oriented to Ihe Conlaclors EEO commitmenl? d. Is a minority /female olHhe-street appllcanl regisler maintained? e. Are EEO/MBE/Trainlng Reports being submilled on a limely beeis? f. Does Contractor Inform its subcontraclors of Iheir EEO requirements? No No No No SUMMARY, FI"\NGS AND CONCLUSIONS: ~ \ ., ",---. ,. ---...... RECOMMENDATIONS: -nI1E CJ'JtJT>< "t'fV '" ff:H L8f) €BD 60'lL-$ Dale = = , := Conducted by: Title A&L . .., J(P,IfJ/3 I ' IN ${)ea-on...- 'l'l'>I}'r!' ~":'''1'~' .~,;,"i4;;.);;',Ji~~:':~;~:;~~;~(~~ _ CD C ~.--_..- CONTRACT COMPLIANCE ON-SITE REVIEW EEO AND TRAINING ON SITE CHECKLIST: 'Crltical Path . Monthly Utilization Report Date: -.::JV1tJ€ . Training. Program 3/. } 188 I CONTRACT DATA: Project Number Project Name Location Prime Contractor EEO Officer Review Date ~ - en> Contract Amount f87 fn'l'l- Percent Complete I I Start Date Estimated Completion Contractor's Representative MBE Officer <!/U> sa 7 U:UWO C-K. BR./OeE 'ja".-p~ (J)V r l-Cl9JG' tUq<~sOllJ ~^'G. R/IL ~~, 011 ~ / LOCAL AGENCY DATA: Project Engineer ~ ~ Local Agency EEO Officer A-t.. ~ Field Inspector k.~ SUBCONTRACTORS OBSERVED ON DATE OF REVIEW: 1) \ 2) \ 3) \ 4) , 5) , PRIME CONTRACTORS EE~ATA: \ \ \ , \ . 6) 7) 8) 9) 10) 'TABLE A TABLE 8 BLACK AMERICAN ASIAN OR WHIT!. ONTHl! JOB CATEGORIES TOTAL TOTAL Holllf HISPANIC INDIAN OR PACIFIC Nolo' APP~ENncl!S ,OB EMPLOVf:1!S MINORITIES HI,plnlcO,lllln ALASKAN ISLANDER HI.panlcO,lgln TflAiNEES NATIVE " F M F M F " F M F " F " F M F M F OFFICIALS (1.41""'.") SUPERVISORS FOREMEN/WOMEN ClERICAl. EQUIPMENT OPERATORS I I MECHANICS TRUCI( DRIVERS IRONWORKERS CARPENTeRS CEMENT MASONS ELECTRICIANS PIPEFlmRS, PLUMBERS PAINTER' LABORERS, SEMI-SKILLEO :3 3 LABORERS, UNSKILLED TOTAL <l- t+- TABt.EC APPRENTICES I TN' I I I I I I T I I I ON THE JOB TRAINEES I 1 I I "I I I I I 1 I i I "ORM t4C).lI32 "'- DOT 8/84 o Q WORKFORCE OBSERVATION\ \ "- "- \ TRAINEES: (Intervl,ews Supplemental Trainee Questionnaire should be completed for at least 3 trainees) Number of tralnees/ho assigned to project Number of trainees on sit Number of hours remaining GENERAL EEO REQUIREMENTS: (Circle) @ No> flY No @ No @ No tB No Ves No s. Are EEO posters conspicuously displayed? b. Are facilities provided on 8 nonsegregated basis? c. Are supervisory personnel oriented to the Contactors EEO commitment? d, Is a minority/female off-the-street applicant register maintained? e, Are EEO/MBE/Tralnlng Reports being submitted on s timely basis? f. Does Contractor inform its subcontractors of their EEO requirements? SUMMARY, FINDINGS AND CONCLUSIONS: '" " " " "'-- RECOMMENDA TrONS: r JD/JrR.A<: TDR- J)(l)ll'r UJ,-n\ "^' ",J _ 4 uJil,...-.l 6OA-W. CoM-Pl.'" Conducted by: ~ Date T1t1e~ 11,~/'B5 I , - - ~"Y'"-"'~""'J;""""~i_;:-~Li+i,i""_:~,;;Y;\':~)"":"A~:1;~~~;~C.Jjt, Cl :>> n )> o z ~ 0 " cl ~ -l ; ~ n ;; r- .; '" Gi z 1: c '" m " z c '- ",' =< r- m -l -l -l ~ ~ ~ - )> )> r- ,r- r- ..... )> c.... ~ :g g 2 ~ ~ m Z m m g ~ m 0 en :>> >< m :>> en ~ ~~~i az~ia ~ m ~ i ,..;1 r- n" m [" --l 11'1 ::". ~ ^' I[) ?:Z ,- I)) ~ :t Q;I \) ~ 1'\1 \'J ~? S;: <sJ A;:, ;..0.7>> V) ;:;; .:::c ~ ~?: g to ]:10 'V.. .:.. z;g ~ ~ :q ~ r- ~ 7(' ~ i ~ ~ ~ z;:: ~ o m Z--C ~ m ~ J ~ ~ ~ ~ ... -:D::::I ; ~ ~p ;:: m ~ ~ mG" '- ~I cq 6% ~ ~ 'R f, D ,2> 1 i I J J i i " ! 1 " i l ; i 1 i '\ I -k j r-" .- n C> Z ;:~ >c I;Q is z "' " ~ ~ ;P ~ ~ ~ m ~ ~ m ~ ~ [ [ ~. Qlm..,~ ~~~ >>Or- ~;;;~ mm,.. '& !: !" ~ g! ~ is _Ql' ~.~.~ s>9.}t ~ ;' !: ::e o "', '" x o c: W ~ :r 0 sa on " M Z ;: n ... ~ ~:t;<:~ ~rnl0.s~ -lr-- C :;; ....11l>..f'g a.'0~ " i~~:s:s I!' (> z ~ tr, !il . ~ ,,-08 ... ....z g. l') i1 ;. '(\ ,~ 1; ,.,-. ~ !: - ~ '" ,,' S;~~ znl> 0:;;2 m-O ~O:J:I ,,1l' !il:Z):lo -B:: ~~O~~ <~J:I>n ."m):lo', Z> z z .. ;~ nz mO Z", ~=i ,,< m ., !X "'." ~i ~~ m mz ~!f", 6m~ ~;:Ur- c:!i1 !" p ~~ ~~a '-""-m2m ~ '1 ZO", 'i r,Q~~ '<. !" '- r ." m iC " r- !!' i: '" ~ <')- ~ :E o " '" % o c: ~ ~ o ... m ;: ." ,.. 2: ~ i2 'tJ <:J ~ In \)S ~ ~ r-- ~ 0 '";:-jCSt''''g N ~ ~..~.. ~ ~ !iS5 b l!O' lJ',p~~; ~ ~"-l~" I~ ~ ~ :;.g c::, ~ i l1\~ ~ ~ !i 'G ~,. ~ -~ >-!:l___ " V' ~'-O oJ ~ U, r ~ ~ ~ s 0 0 )> ~ > ,.. ,.. ,.. -l )> '- " ." 0 )> ." C Z ~ ~ m Z m m ~ ~ m 0 III " '" m " '" o l~) \:J ~ C'l " n> o Z 11:0 .. -l ,. 0 ~ -l ~ ~ n ~ .. '" c; '" ,. ... c: ~ ,. '" 0---"" ~&' m r-- ). ~ <:> ~ ~ ... Q Z ~~ ~~ ~!:l o z ~ ... ,. ~ '" ~ g !: :0 :; ~ ~ ~ m ~ ! o . m ~ ~I<I~ Z m .. .=.t m Z 0 m E ~ ~ r~ ~~~~ ~~z~~~ ~~H;3i~ _,- n... r- [ m f ...,. '" .. ,. .. - '" 2m m", m ... n m ~;:~g~ CD ,."0... CD .:.. _:g:l ~ o~~~~ ~ m ~! ,. r- ~ [ r- o .. !. [ 6' a ""'"11: ~~d? -4;!~ "'0,- ~~~ mc;,- ~ ,f) ) --- l>, c.q 'f-J ~ \) :; ~ f>> 3: if; -m" ~.~.~ ~a,.. ,0' 5' .I! il: :r iij l> 2 n ... ;;l ,- !:l :r o ~ 2 c: 11: '" m '" '" ,. ~ il: ~~j; o.;:\z ~n~ '" .. mil: :ll_ 0'" mo Z::o ~=t ~< ,.l!' !:zlt '-:!:, ~~o~~ . <,..;0>0 ",m:t>. Z):o Z 2 i ' j i , -f:'. I r-- 1 1 1 '; I I j...;, ; I I ! .. !" m "'... om mil: 2,. ~~ m mz ~f6 ~m~ m"',.. mO .", mil:Z !52~'" ~~p~~ m~~'" " m 11: ,. ,- !'!' l" o.~ ;; 31 . ~ ~ p ~~ \::.~~'~ \:: i">qi~a ~ ~..; ~ ~~~!B ~ rId ..:::t' o(C)~ ~ ........ ~ ~ o INVOICE WASH tNGTON ST AT E DEPARTMENT OF TRANSPORTATION MAKE CHECKS PAYABLE TO: WASHINGTON STATE TREASURER OEPARTMENT OF TRANSPORTATION TRANSPORTATION BUILDING OLYMPIA. WASHINGTON 98504 MAll CHECKS TO: DEPARTMENT OF TRANSPORTATION TRANSPORTATION BUILDING OLYMPIA, WASHINGTON 96504 C/ZA 5'(37 ")1C co'-;!t<J n<J u PAGE 005 03/31/88 5AI025 0916 PRO.JECTOESCRIPT ION: LELAND BRIDGE CONSTRUCTION PHASE 9 B 368 - - - -- - - - - - -- - - - - .- - - - - - - - - AGREEMENT: 1.A429 .fEg3~~h5l~lb~O~~H~EE~~~~-2016 (0051, SUBTOTAL LESS FEDERAL, PARTICIPATION 714.46 ------------------- 714 . 46 560. 77 ------------------- 153.69 TOTAL OBLIGATION LES5 TOTAL RECEIPTS LESS UNPAID INVOICE 004 AMOUNT DUE THIS INVOICE, 153~6q 82.0B 36.7B ------------------- =====> 34.83 ::==========:====== "PLEASE RETURN COpy WITH REMITTANCE" ,..,;~/, - ... ,," ..: CD 0. ~ JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street PO, Box 1220 Port Townsend, WA 98368 (206) 385.9160 Gary A. Rowe, P.E.. Director Robert G, Nesbin, P.E" County Engineer February 8, 1988 W.C. MclCasson P.O. Box 51 Shelton.WA 98584 Re: CRO 581 - BROS 2016(5) Leland Creek Bridge Replacement Gentlemen: As a result of the review of CRO 581. conducted on February a. 1988, by the Jefferson County Public Works Department, it is our determination that you are not in compliance with your equal opportunity requirements and that good faith efforts have not been made to meet your equal opportunity requirements in the following areas: Women li.~fl> Minority li.lfl> Your failure to take the contractually required affirmative action has contributed to the unacceptable level of minority and/or female employment in your operations. The Federal Highway Administration Title 23 United States Code (USC) 140 is applicable to your federal and/or federal-aid highway construction contract and is controlling in this matter (see Required contract Provisions, Form PR 1213, Clause II). The Code of Federal Regulations (CFR) , Title 23, 230 provides that when equal opportunity deficiencies exist, it is necessary that you make a commitment in writing to correct such deficiencies before you may be found in compliance. The commitment must include the specific action which you propose to take to correct each deficiency and the date of completion of such action. The time period allotted shall be no longer than the minimum period necessary to effect the necessary correction. In accordance with instructions issued by the Federal Highway Administration, your written commitment must also provide for the submission of monthly progress reports which shall include a head count of minority and female representation at each level of each trade 100% Recycled Paper '~ ",*.,~" ,,,..,,8';; _i');",,; 0;;, ';. "':~ '''':Y,'::'',\;:.:':'~~'$:::~::,.- .- - ........"..--'....'..."..- ,,~..-- ._~_.-><,~.....-,;,-..,-,..".' .~ .. : GD and a list of minority employees. You are specificallY advised that making the commitment discussed above will not preclude a further determination of noncompliance upon a finding that the commitment is not sufficient to achieve compliance. We will hold a compliance conference at, the Jefferson County Department of public Works office. courthouse. port Townsend. WA on March 21. 1988 at 10:00 a.m. for you to submit and discUSS your written commitment. If your written commitment is acceptable. and if the commitment is sufficient to achieve compliance, YOU will be found in compliance during the effective implementation of that commitment. You are cautioned, however. that our determination is subject to review by the Pederal Highway Administration and the Washington state Department of Transportation and may be disapproved if your written commitment is not considered sufficient to achieve compliance. If yoU indicate either directly or by inaction that yOU do not wish to participate in the scheduled conference and do not otherwise show cause within ,30 days of receipt of this notice why enforcement proceedings should not be instituted. this agency will commence enforcement proceedings under Title 23, CFR 230. If your written commitment is accepted and is subsequentlY found that you have failed to complY with its provisions. you will be advised of this determination and formal sanction proceedings will be instituted immediatelY, In the event formal sanction proceedings are instituted and the final determination is that a violation of your equal opportunity contract requirements has taken place. any federal and/or federal-aid highway construction contracts or sub-contracts which you hold may be cancelled. terminated or suspended and you maybe debarred from further such contracts or subcontracts. Such other sanctions as are authorized by the Department of Transportation may alsO be imposed. We encourage yOU to take whatever action is necessary to resolve this matter and are anxious to assist yOU in achieving compliance. Any questions concerning this notice should be addressed to Al scalf. contract compliance Officer. P.O. BoX 1220. port Townsend. WA 98368. (2061 385-9160. Very truly yours. ~~ construction Engineer PWA 02 V- CRO 587 xc : Ron Landon state Aid W-C~5>SO,J UJ) '587 "1~\8e AS!. MONTHLY EMPLOYMENT UTILIZATION REPORT WORKSHEET --roM- ~kLG REPORTING NUMBER OF EMPLOYEES WORK HOURS OF E....P...OYMENT WOFlK HOURS COMPUANCE (Fader.1 . Non.Fed.r.l) PERCENTAGE PERIOD lOT AL MIHORIT'( FEMALe: TOTAL MINORITY FEMALE MINORITY FEMALE YE' NO &/nfU:' ~ SePt" - 0 e:r - W' 1"l8.... ~ -z.. .e- ..e- 1<I"l't- --- -&>- - 09- V ; I -e- .&:. I....~,.L, .e- o&>- -&- - / . ~...~ "2- .s>- -- A7 09- 09- 09- 09- V- DP""'/M<W> :z- -& .e- ~"i.. .e- o&>- e- .e- ./ -Tn Ar~ III'" ,,.,, ,.,~:. . ^~ ,n 'i.1 10..... I..~ '"7.1 ."",-..~ 6'." 1_,0 ~.I -z.S.O - qZ,.B ~.cJ. Crall: DOT :~... 1':to,:,~::~1 ~- :. =: -s-G)'. ' .. .. '.,'."'<,' E -~j ~ m~ : lJ;: _ H- : iii: Ui~ ~ l~ ~: _ ~H .. ~~ .. ~~ t!' - ~, .- ;: a - Ii Il;t!~ ~ r i e ~ ~ i ~ !t ;: i ~ i \ ~ ~- ~ ~ i~~ \; ~1~\ ~ ~ ~ s:- i1 l.! ~~~ '\l:!~% ~: ~~ i g~ ~ \ ~~ D l'ii~ ~~ i iE ~ \!l~ D !H !i ..- - \ ~E ;:; e- . e' ~ \ ~~: ~~ i ,il: e ia h ~ ii ~ ,~ i ~ ~ ~ ~ ~!g !? ~i ~ i 1 i f E: .. ~ it i ;.i _ n i i i ; !!i :: i : , ; .. ... c ~ a :: Ii! Ii it ~ ~ ~ ~ ~ ~ ~ !' ~ ~ -~ ; i! ~ ~ ....... S 2!: 2: ,e:~ ~ ~ : Ii: l!: j ~j i c 0 i i c i :1:- ~E ~ : I'l: l!: : ;,,: ~ ~ Ii ~ E i~ ! ~ '" \ ~in i i i i~~.1 ~- - ~j~ no;: z ~ ~ ~E R i ~ l'ii - ~ ~ l'l z ~ ~ _ i i 2 ~ -'~ ~ i ~ s ! g g .. ._,....1iIiiiiiIii BASG -- J?,c-.l~'- ~' ~ "':" 3.-n n.(P6 + '-I-.'Z.\ " .. " 1~.D* T 15.[;6 .. T ~/2.eM~ @J"~ ~tJI2.-<?R. (Tl2-\.C-IC- ~1\leQ. ~~n?fL. \\UlCC ~v'~ I ~(fl2.c-R.. -rR-0~ ~~I/E'R.. Cco\<. ef'~A1VR.. - '-'''<C' ,,', _ ',._ .",,,,,,_,,,._,.''''''_''~' ",,-, ~-ct,> _,;,',r':" "'~~""::",;(':~'7::-:";_':':'";V~'t;iif~1?Oj'~~;~f ........ , ceo, ~~F7 DEPARTMENT O~UBLlC. WORKS 1820 JeHerson Street P.O. Box 1220 Port Townsend. WA 98368 (206) 385,3505 Gary A. Rowe. Director Robert G, NasbiU. RE.. County Engineer October 28, 1987 Mr. Wm. c.McKasson, Fres. W.C. McKasson, INC. F.O. Box 67 Shelton, WA 98584 Re: Certified Payroll, Leland Creek Bridge Replacement. CR0587. Fed. Aid No. BROS 2016(5) Dear Bill: The certified Fayroll submitted for the above referenced project contains several errors and I or omissions as outlined below: 1) The addresses of each employee must be included on the certified payroll as asked for on the form. Enclosed is an example of a correctly filled out certified payroll. All applicable portions on the form must be filled in. 2) William C. McKasson. Jr.. 55#537-62-7535. is listed as foreman with no classification, and as "salaried employee". A foreman must be paid the prevailing wage plus an additional amount, as shown on the prevailing wage rate. above the highest classification amount he is supervising. The foreman is not a "salaried employee". 3) Several individuals who are or have worked on .the project are not shown on the payroll. (Don Makoviney. Red Cook. etc.). All persons that worked on the project must be shown on your certified payroll unless they are on a sub- contractors certified payroll of which there are none on this project at this time. 4) All persons must be paid, as a minimum. the prevailing wage for the craft actually worked. IE.. a person who works as an operator must be paid at the prevailing wage of an operator for the type of equipment operated. a person doing carpenter work must be paid at the prevailing wage of a carpenter for the type of carpentry they are performing. etc. It is noted on the submitted certified payrolls that some individuals that were listed as being laborers may have been doing other work that would have resulted in them being paid a higher minimum prevailing wage. please review the 100% Racycled Peper .- Q c classification and amounts paid to Rex Morrison, SS# 533-70- 9699 and Dennis M. Grady, SS# 550-98-2416. 5) The Certified Payroll for the week ending September 19, 1987, was not submitted. Corrected supplemental certified payrolls for all previously submitted payrolls, along with the missing payroll, must be submitted, and all future required certified payrolls shall be properly filled in before any further payment can be made. Please make all necessary corrections and submit the required certified payrolls as soon as possible to avoid any delay in payment to you. Additionally, a Monthly Employment Utilization Report has not been received for September, 1987. P~ease submit the Report along with the certified payrolls to avoid any delay in future payments. These forms need to submitted by you monthly. If you have any questions, do hesitate to contact me. Sincerely, ~~~ Construction Engineer Enclosure xc: CR0587, corres. PWA 02 - ,':',,".i-. c;' i~' ~, .!.; ~ ~:...... ~. .:.:., j:.: "~: I':. ... ::;: ::l C co co co co co co .,. '111 CO -111 111 '... ... .. ,- - CO CO CO ,0 0 ~I - .- .- ... ~I - '- - . . .. X 'X X ... ... ... '... ,l- I- ~ .... .... ':1 ' ... ... U ... . 0 0 0 0 ... Z ... -~I .... ... .... .::> ... .... ... ... 0. 1>., 'la. 'la. 'I>. ,...0 .... ... ... ... "''''' 0"''' ,11..0. ...~Ia. CCf.l:cI) ~~I~ "'00< %,'" .....J .... '- - . '-- .... , >oJ .....,,<....~' ',"'. ~ " ',\ " .', ::< .,.' .', " .. . ; " . . ' " .' , .:.....;. " . . ,; . ., .,,~~""",~.~-.._..,,-,.," .,~."..-~,'^.....<<".~t"".",."_".~.,..<..,, , <:l C -I ," ~O <" ;;' ." ON ;:~ ;" ;:; ~~ lE" Q5" -..l ~ ,i '01: "-'" e~ :P Q~g '" ' ~ 2~' ~C~ ~~rn ~~E ,,~ ~ o . ~.i. , ~., .. II , ~ t' " ~ ~ ~ '" ;ll ~ 0 ~ ~ '" ~ ~ 1.) ~~ :2 ,. ~ )-' :;; ~, n ,. \ ... 0 r' z ~t ~I ~ " & ~ c " " m Z ~ ... " g J c: ... in '" ~ '^ '^ (J. ~ \9 i - 3: 0 t'-I I(f c: "" - 8 ,.. - o -< 0<'(\ :.J a:; -)> -.D c:i~ ~~ " N :;1 lti! m i- 3: ?' vJ -.J w 0''S or ~ 3: )> '" " '" .. ~ (\ ~ eQ:fi2 ~=::e:e HH ~Ji. ~ <1l 3 III III ~!~~ =~ i! ~ ~g! ~~ g~ i [~l e. cr Q . ...'< v,- N "1i! !Il ~i ~ 3 ~. g' ~ n ~ i' ; ( ~ g' [q 'iT n " " ~ ~ :>. i g ~ ~ i\ \ N c all .,j c m ." :>> '" -I ..,3: om zz en-l -10 ::con c::... n", ::!:>> OZ zen ." o ::J S Ei z L .. ,~ "-,, ~," ~ ORIGINAl. Sheel~. Qf~ 9/13/88 WASHINGTON STATE DEPARTMENT OF TRANSPORT A TION Ordered by Engineer under ferms 01 Section I. 04, -4 of the Standard Specifications CHANGE ORDER Chonge Order Number 9 ChomJe proposed by COl1lroclor ':""1'...,. :'?, CRO 587 CU,.tr~/<l" Fi,.". N.un. W.C. MCKasson, Inc. P.O. 80x57' Shelton, WA 98584 Endorsed by; SiR"Q/ur. l)Oj/. Title C~n,u", 81_ by Su,..ty: ("-'6." rf!I{Nirea/ ~:'J" ~.",I,,, 344009 B.R.O,S., 201& (5) I..'CtHcJ ),.,1 ~,~ AIIONt.;y-i,,{ael 0",. t'r~I"i.I r;tl.:r "Leland Creek' Bridge, Replac.einen.~ BV: ................... .........OESCRIPTION OF WORk ........". " ..._, You Q,. o,d.'.d 10 p.'fo"" 'h. fOllow;ng d."';b.d wo<k VpOn 'e,.;p' of 0" oPP'o'ed COpy of Ih;. Cho"ge o'd." .....,.'0........................ Work on the contract completed by Jefferson County: Item #27: install beam guardrail anchor, type II Jefferson County regraded the cover to conform to the standard plans. Item #28; install W-Beam guardrail Jefferson County backfilled and compacted the post holes. Item #29; 10" X 10" treated timber posts Jefferson County backfilled and compacted the post holes. Item #30; trimming and Cleanup Jefferson County cleaned up nails and other construction debris left by ,contractor. \00 NOTE: See attac~d expenditure report. All wo,k. mOle,'ol. ond meo'u'eme", '0 be 'n .ceo.donc. with 'h. P'o".lon. of 'he S'ondo,d Spe,;fi,o';on. ond Spedol "'0';';0'" fo, 'h. 'ype of Con..,vc. lion involved. DISTRICT o ::~~~~~L HEADQUA.RTERS o ::~~~~:L ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNt fSTlMA TEO NET CHANGE tHIS ORDER $86774.90 $ 81,348.10 (386.05) ESTIMATED CONTRACT TOTAl, AFTER CHANGE DISTRICT USE APPROVAL RECOMMENDED ~~.~.~ s 80,962.05 9/13 (Ef2 ~ Oaf. APPROVED: ~~~L'~ T Highway Otlstruct;n" Enginee,. HEA.DQUARTER'S USE fi~ r ,r,r. "- o ... W :E: H I- I- Z W :E: W ..1' W woG ;<:~ "'- aW 3':<: <!: U~ .... ..1>- a. a. ::l 1l.1-0l .:<:00 >-0' 1-0-.... ZWM ::l"'-' o l"- UW .:<: 5~ (I)... ':<:i:l W:Z: lJ.U1 !L.CL. WX ,U1 {;l ..1 H <J: I- l1J ;::; tDi:l tD<t '0 0-':<: o ,>- 0-1- :z: ::l o IU UI Inl-I N<I: I-i:li:l 0. Z 5~~ u:: 55 r 1-1- <tZ '::'::3 b~ r ) L ~B ::l:E: u<t al..ol:-...... r-o-I'-t'lt'l ;M!-;";O ..oNo-<t<t I l * m..olr...... ":o:r:~M o-.MitloO -oNo-<t'v UI !i .::. lDOO CD OOlD CD " , l"-l"- ... NN l'l " , l"-I'- r- x g ~ zzt;w <!:<t ...1- :t::t: 1.&.... 33 U1l1. U1W ZW ZZ WZ alW U1W al .....1 Ht~Gi OO&:ZZ ,,11:02 *!~!il ilSw,:,: 2 &:!CL.~ E i ~ ~ ~ i If" g ~ Gooboo 8 ~~tr:~ ..o..o..o-ll-o..o j:l <t<t<t<t<tv <1:\-0-0-0..0..0..0 o ...... Il:..... i V I t 1I1 , ~I ' ..... -;J~ f\ t;) ;'~' ,'," ',' ] ~ OQoooh IIll' III 000000 o ' ~ ',Q $0,Q,Q lO . I ..0 I ..0 lIlo-<tCO (I) to ... NM l'l Ky l " ** 0 ooog II) III 0 000 0 0 ',0 '''; ,Q,oJO ..0 ..0 fJ'O-~o:r CD 1Il .. Nl'l l'l M I I (I) IDID I 00 (l)1D , " N r-r- (,H'l " '" r- r-r- ('I": NUl 1'-'" '00 .:<: i:lCL.W .J:CW ~w U1.::.<t , W l1.i:l..1 >- XlnolS ~uw W W:C1- CJ I-CJZ <t W ~~ 00-':': ::l lDl'- o-.o-.Cl ..1 ......z Z <I: ... 0 ... Mool- ... .:.: II)ID<t~ I- lJJ 00':': U I- oow ::l <t 000.01:: .:.: 1: 0000([ I- d 00 Z 0 u ~ "> i:l <t ..1 0 <I: ... ~1~1Iili .:.: I- M vvv 0 .o.,o,o.c I- <t<t<t<t<t<r i i:l ! ..0..0..0..0..0-0 ~ . . . . ...,: I- 0 Cl: ... I- el In I ... <t b1 l . : - - :: ~ ;; :: :: .of ... :: :!: :; :; . ~ . " ... ~ ~ " ... ",.,.,.,,,,,.,.,,.....__,.,.,.'.,.,.,...,._,,.,/.""'_'.<i',""' '.,;,M!'.S;'C-"")<!'-'",;,;";,;".-"";,,;,,,, ",-e;,;'"C!"!";('<~' Q @ WASHINGTON STATE FEDERAL AID PROJECT NUMBER Count DEPARTMENT OF TRANSPORTATION BROS 20.16(5) CITY ICOUNTY AGREEMENT AGREEMENT HUMBfA December 5 1988 SUPPLEMENT NO. 5 15-0.429 , The City/County of Jefferson desires to supplemenl the egreement entered and execuledon March 20 I 1986 as identified above. All provisions in the basic remain in effect except 8S expressly modified by this supplement. The 'changes to the' agreement are described as follows: PROJECT DESCRIPTION LelandCreek Bridge Replacement Name 475 L.F. Length Termini M.P. 0.28 to M.P. 0..37 Description' 0' Wo'rk Replace existing log bridge with new structure and approaches Reeson for Supplement . Adjustment for final costs that reflect increases in P.E. for bridge foundation re-design; in C.E. due to shut-down of project over winter and documentation problems ,with contractor, and actual construction costs. TYPE OF WORK (1) Previous Agreementl Supplement 9,30.0. ".,. "500"". .............. . . ,10,20.0., . . . 20. 0.0.0. ." .?,.llq\>.". '''''' :Z5Q,.., , . . .2.,0.0.0.. . " 5 550. , , ,88.,0.0.0."" ... .8",0.0.0...., ." ,;1.,,0.09, ". -0.- . . .. . . ':'0:'. ., ::::::+::: 0. 122,550. . " , '~4o.'O" .. : :::a;i~:Q:::: 16,20.0. '" .~!~.4,q.." "'" ,6,0.0..... '" ,1,6,0.0..." 4,440. ,. .6.~,52Q"" ""~,6,4.Q,,. . ... .~/~,~q".. -0.- :: :~;~~P:::: -0.- 0'84"040". . 10.4,680. (2) Supplement (6) Estimated Federal Funds a. Agency Work. .. _ ... .'. . .'.. ...... b. Stale Services ....,...,....,.. c. Other . Consultant.. . . , , .. d, Total Prelim. Eng. Cost Estimale Rlght-o'-Way' e, Agency Work.. . , . . . .. . . f. State Services.. ., ..' . . ... .. . . . , g, 01her. C;:P.l19\l;t.t;q.(l~,E;......,. h. Tolal R/W Cost Esllmate Construction i. Contracl. ;.....,.., ,. . Ensineering '. { j. Agency Force.. , ~% k. State Force. . . . l. Audit ........... _......... m, Other .Cql)!?j:" ~.Q.. .I;'Oj:'(:~, n. Other' .... ......... ....... ..,....., 0.' Total Construction Cost Estimate P, TOTAL COST ESTIMATE OF THE PROJECT The local agency further stipulates that pursuant to said Title 23. regulations. and policies and procedures. and as a condition to payment of the Federal. funds obligated, it accepts and will comply with the applicable provisions. AGENCY OF CIAL ...., !'5M'" .............. , , ,10.,,20.0, .. . 20.,250. ,.,.~.,.l!9'O." , ,.",,,750., , .",2.0.00... 5,550. .., 8,6.90.Q.., '. . 12.Q5,Q ... 1 650. ..... .':..:0..:...... ::: :4':4Yj~:: . i.-os 'oso'" 130.,850. .... .r'lOO'." .............. ,,,,2,.0.40,,. , 4,0.50. o .. . , ..~~9.. . . "" "~50",, ,.." ,,4.0.0.,... 1,110. ",17..380". , , . , ,2,,410. '. . 330. . ... . . ':'cj': ". . . , .. . '8'90 . .. ,.., '':'0:'' 0., "ii: 'dio'.' 26,170. .... :':0':'''''.. .".:':0':".".' .... .250'.'." -0.- .... :.:6.:....... .. " :':0':''' .. .. ".. :':0':".'." , .<l.1D,Ql ' , ,. .. ,4.Q5,Q."" 650. .. .. :':0':'. ...., : :4;1~P::::: -0.- "Ii' 050. , . " 8,30.0 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION By: Stat. Aid Englne.r ,,'---"---- Ca'a E.ecu'ad W,S,D,O,T, USE ONLY/WORK ORDER ACCOUNTING PLAN Prag DIlIl ---, fC":5"------ FHWA Appl Oillu wo. NO AUTH . ey DAte P.E. a Agttncy Work b. SUllu Work. c Olhf~1 d, Totul Prolimmary Englnf:tHlfIi;l CO~I _ Right'o'.Way e. AgencV Work, . l. 51810 Walk g. Other h TOlal Rlghl'ol.Way Cas I Con5trucllon I ConlHlcl . , En\Jlnu(.!rmy {'. Aguncy ForcfJ. __~.~__'., k Slute Forco. . I. Audll , . . . . . , . . , m.Olhor ..,..,.,.. n Othor o Tot/:tl Construction Cosl PREVIOUS TOTAL AUTH, CODE REOUESTED - ---:-~',t ' ~- I .........." r"-~'--~-- -- ,,:-'--':t=-_~::,:' DOT ~"~~~ \J,"~:\A .'~\J ,,,,,,,,'''"'''~~''''''___''',''.'_k,~,,~,i",li''~', - ~ ~~~}~l WASHINGTON STATE DEPAllTMENT OF TRANSPORTATION CHANGE ORDER Chonge Ordor Number 9 1.04.4 Change proposed by Contractor -:O,t!II'f.l No, CRO 58.7 To.. W.c. MCKasson, Inc. P.O.l3ox57' " , Shelton, w,,~ Endo"ed by,. uU:!,. ~S~+--/~ ~,.. . .z", ?#l/a:.'''~',::~';",N.';;= - ";{!j-9 . ..... ./iiL~---=-~)~;;- Tit/G CQ'Ucnt 81'1'':'' hy Su.rety: (l4'ht'1. ffl,/uireJ) 5-i~;.r; R\hrll? h,dHul A~.;! N,~ 344009 B.R;O.S.20l6 . (5) AUflN10y-i"1IJCI ,.te;J.'~;:;d . creek BriiigeRep1.icernent: By: Dolt(. Item #27; install beam guardrail anchor, type II Jefferson County regraded the Cover to conform to the standard plans. \, .., . , Work on the contract completed by Jefferson County: ....,.."........... .......~DESCRIPlION OF WORK You ,ore ordered 10 perform the follOWing de;;cribed work upon receipt of an opp."oved copy install W-Beam guardrail County backfilled and compacted the post holes. Item #29; 10" XlO" treated timber posts Jefferson County backfilled and compacted the post holes. Item #30; trimming and cleanup Jefferson County cleaned up nails and other construction debris left by contractor. .. NOTE: See attaced expenditure report. , All wo,k, mOled.l, ."d mea'u.eme", ,. be tn .<<.,d.,,<< wBh the p'a,t';.n, 0' 'he Slanda,d SPo<""allo", and Spetlal P,o""an. '0' 'he 'ype ., Con,"uc, lion involved. DISTRICT APPROVAL "EQUIRED HEADQUAR1ERS APPROVAL IrE'Ql1l'RED ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE THIS ORDER fSTIMATfO CONTRACT TarAt AFTER CHANGE 86,774.90 $81,348.10 (386.05) 80,962.05 AP~~~ ~/ruclin" lInNinf.>rr HEADQUARTER'S USE - ~"'^,f';;i: '-..~~; ',- ~ ~!E\z. ~" :t1~:;"-":t'-;... WASHINGTON STATE DEPARTMENT 01' TRANSPORTATION CHANGE ORDER I .04.4 \ \ ,"", 'v "v' CRO 5l~' \ 10 W. C. ,McKasson Inc. P.O. Box 57 Shelton,WA 98584 "'i~~'l If?vhl huJ(,!_oI A;t! 1\1" 344009 B.R.O.S. 2016(5) '; .\, " \ 1'1(;1"'0 !J~III Leland Creek Bridge ,Replacement By: . IIlIurn",y.;1l1/Jd D,,'e ...". .......... .... ... ........ ,......................,..., -........."...,.... DESCRIPTION OF WORK You are ordered 10 perform Ihe following described work upon receipl of on approved copy of ,his order; Change Order #8 is to eliminate item #8, crushed surfacing top course, from that portion of the~rl~1=to be done by the contractor and include item #8, crushed surfacing top course, in that portion of the ~'re-r to be done by others ,(Jefferson County) . -- WASHINGTON STATE DEPAWrMENT OF TRANSPORTATION CHANGE ORDER 1.04.4 C,n.)(~;d 1,;",. CRD.:. Chonge proposed by Conlractor Endorsed by: ~ ' C,,"~"'r"rn. N....,' -;f/O.. ~;---- Title \"" w. C. McKasson Inc. .., P.O. Box 57 Shelton, Washington 98584 \ \ "9" .".1, 344009 ....1",,,' Md ",.B.R.O.S. 2016(5) 1',,*,(1 r;l:~ Leland Creek Bridge \ AltfJNlcy-ilJ{~1 /)oJICl ......,......._.............. ......' '_"p, DESCRIPTION OF WORK You ore ordered 10 perform the following described work upon recelpl of on approved copy ,Change Order No. 7 is to corl'ect an error it: the original proposal: 10 GRAVEL BACKFILL FOR PIPE BEDDING in the original proposal should have been:, 10 GRAVEL BACKFILL FOR DRAINS. ...-,.,;.~;,' .:~,1!::~"~:"., ~- - ~'" '1""'. . ;.,,":,,/," wC'l'o It WASHINGTON STATE DEPARTMENT OF THANSPOHTATION Chon~e O,der Number 6 CHANGE ORDER Ordered byfnglneer under terms of Secllon 1.04. 4 of the Standard Specifications C,,,,I<'.'-" :,,, CRO 587 Change proposed by Conlraclor 1", J\I.C "t-1CI<aSl;,on, ,:I:nc., ,P .0 .', Box~ 57..."., Shelton,_ WA. __98584 Endorsedb.,.: W.C. McKasson, Inc'. ..-pPt- ~i!3~I:'im' N,m, 12-;.~ -87 Tille COMe", 8,'1/(111 by SUNJIY: 'wbuII "''1uireJ/ Si9" R!)",h~ FOld",al Air.! Nil. f'rQioJ(I rille- ~~~~g:s.-i016-(Sf'" Leland Creek aridS"'; --," . Replacement. -..: '..:..:,.",.,. AI'tlrne......;tr-/a&1 /Jute ......... '.' ".. DESCRIPTION OF WO~K YOllate ordfilted 10 perform the following described work upon receipt of on approved copy of this change FOLLOWING ITEM: QUANTITY 200 C.Y. ~CRIPTION Gravel Borrow including haul UNIT PRICE $8.50 The Grading Requirement is revised as per section 9-03.14 of the standard specifications as follows: SCREEN SIZE %PASSING 4" 100 \" 25 min. #40 40 max. #200 7.0 max. . All work.malerial$. and meoliurement 10 be in accordonce with the provisions of the Slandord Specificalions Clnd Special Provisions for the type of COnstruc. tion !(walved, DISTRICT APPROVAL REQUIRED HEADQUARTERS APPROVAL REQUIRED ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTJMA TED NET CHANGE THIS ORDER ESTIMATED CONTRACT. TOTAL AFTER CHANGE $ 86,774.90 $ 80,866.10 1,700.00 $ 82,566.10 HEADQUARTER'S USE i'tf-l!:LL$.:?- /Jull' ~a~A-" /}d Ifi/(bwa.v c~;;;in(l(lr ,"",."....-":".,,-,,,""" ~- TOTAL c'; :"t~':'~:;0:;~'i"" - o Shoo.2-. - of..2-- Oa'e 10-9-87 WASHINGTON STATE DEPARTMENT 01' TRANSPOJ!TATJON Chango O,der Number CHANGE ORDER I]j Ordered by Engineer under lerms of Secllon of the StandQrd SpecificaTions I .04.4 ConjrtH,l f~.;. CRO 587 o Change proposed by Contractor "" 1~.C. McKasson, Inc. P.O. Box 57 : Shel tOn, Wa.985S.4 w.e. McKasson, C,,,,t,.u"llIrJo'irmNIl,,,,J ARe ~~ ..=-=-r"/,,Si.. "' . 'Tille C~'uc,., g;f'C" by Sur..')': (W/;f'n r"'1uj,..,JJ Inc. Endo;,ed by: /)<1'0 ~':,I) jI"vh- 344009 B.R.O.$.2016(5) Leland Creek BrLdge ,Repla"ement u' f\lrJ ~~ rj, P'OpJI't litle By: AII'lrrlL'yoj"-!UCI ]);IICI ,..."........ ...... ,_ ... . . ..... DESCRIPTION OF WORK You are ordered 10 perform lhe following described work upon receipt of an approved copy of this change order: The specLaL provLsLon "Source of' MaterLals" (June 14, 1982), on page 87 LsrevLsed as f'ollows: SOURCE OF MATERIALS February 24,1986 The followLng source of materLals Ls made avaLlable f'or thLs Lmprovement at nO cost to the Contractor: PLt sLte Y117 a source for the productLon of Ballast Ls located Ln the NE ~ of SectLon 23, TownshLp 27 North, Range 2 West, W.M. No source has been provLded for any other materLal necessary for the construc~Lonof thLs Lmprovement. The contractor shall make arrangements to obtaLn thLs other materLal at nO expense to the State, and all costs of acquLrLng, producLng, and placLng thLs materLal Ln the f'LnLshed work shall be LncLuded Ln the unLt contract prtcesTor the varLous Ltems Lnvolved. A reductLon Lnthe prLce of the unLt contract prLce of Item #7, "BaLlast" of one dollar ($1.00) per cubLc yard wLll result f'rom makLng thLs source of' materLal avaLlable to the contractor. All work, materials and meQsuremen1to be In accordance with .he provisions of lhe Standord Specificol\onro ond Special Pro",iroiom, for the fype of conslruc- lion In\"olved. DISTRICT APPROVAL IlEQUlitEO HEADQUARtERS APPROVAL REQUIRED ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE THIS ORDER E5T1MA TED CONTRACT TOTAL AFTER CHANGE 586,774.90 581,231.10 (365.00) 80,866.10 HEADQUARTER'S USE ~i~7 o APPROVED :;;p~~ J/;gbwtl.y Constf'UC'/;rm JIng;nt'or DOlo; - J#i!~ A.,..."" ~,~:t~" . WASHINGTON STAT~ DEPARTMENT OF TRANSPOltTATlON Chonge Order Number CHANGE ORDER 1 .04..4 C~H!t,t.l(t Nc IN.C. McKassOn Cunlr~l/Ir N,.", NoJmu ro W~C. McKasson, Inc. P.O: Box 57 Shelton, . LIla. 98584 Outl! 344009 8.R.O.S. 2016 (5) Leland CreekBrtdge S'jll i<u"d( 1-..,dl>l'll Ai,j ,''>I.; 1'~\Jj'H' fllk By: l)<ltc Allo,.,.cy.j,,-/iJfl '" .,,;..,;.'..~... ..... . .. ......... ,DESCRIPTION OF WORK You are ordered to perform the following de~uibed work upon recoipl of an approved copy of rhis Delete the "lNtng WalLs" On the brtdge abutments, whtch results tn the reducttonof the esttmated quantttLes or the followtng ttems: Item No. Descrtptton P"esent Quantt~ New Quanttty Present Amount New Amount steel retnforctng 3000 lbs. 2,768 lbs $3000.00 $2,768.00 bar, brtdge ends Concrete, Class Ax. 22.8 c.y. 21,2 cy $9,120.00 $8,480.00 for brtdge ends. TotaL $12,120.00 $11,248.00 Amounts Total Dtfference, $12.120.00 - 11.248.00= ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATr:O NET CHANGE THIS ORDER ESTIMATED CONTRACT TOTAL AFTER CHANGE ;. All work, malerials and measuremenllo be jn accordance wHh Ihe proviiions of the Standord Spedfic.otiQf\& Qnd Special Provisio(ls for Ihe IVpO of conslruc- lion involved. ...a4,/lb- $(872.00) s 81,231.10 HEADQUARTER'S USE APPROVEO, ~ ~structiO.li.~i.ccr 86,774.90 $ 82,103.10 APPROVED Oato: -o/./~(/'l- ,.,....,.".,.",..".",,-':.:.:.,.....(,.....<...,."'""" ~- ','1......'/' -- WASHINGTON STATE lJEI'AIlTMENT OF TIlANSI'OIlTATJON , Chongo '>. Ordor 3 \ Numbet~. CHANGE ORDER 1 .04.4 COl1imtr tlu. eRO 587 ChQnge proposed by ContrOGtOf l'~ IN.C. Jv1cKasson, ,Jne. P.O. Box 57 SheU:on,Wa.91l584 Endorsed by: IN. C. McKasson Cm,IrlU"lIIrFjr.",NdlllfJ ~b~~~ Title ClIm",.' g;v".. hy Sur."y: (&l!/H''' n',!";,,,''') 344009 B.R.O.5. 2()16CS) ," . f"..,p~t -'lit.... Leland Creek Br:tdge Replacement. /),;tf! AtI,},."oy-ill.J"~1 IJu,.. DESCRIPTION OF WORK You arB ordered 10' perform the following described work upon receipt of an approved copy f \ Per your request and the approved shop drawtngs for the precast, prestressed concrete slabs, a stngle rod (bolt) may be used to tLe together the ftve sLabs Ln letu of the double eLght foot long ,'ods (bolts) as shown On the pl ans. Provtded that provtsLons must be made and a coupler provtded On slab nO, 1 for a rod (bolt) to be added when the structure ts wtdened by addtng slabs. AddLtLonalLy, the sLngle rod may be fabrtcated of ASTM A36 steeL of 1~ Lnch dtameter. The use of the stngLe rod wtll result tn a reductLon of cost of Ltem No. 24; "18"X 32' pre stressed, precast sLab, tnstaLLed", of $20.00 each. All work,malerials and measurementla be In accordance with the provisions of the Standard Specifications and Special Provisions for the type of construe-- tion Involved. ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTlMA TED NET CHANGE THIS ORDER ESTIMATED CONTRACT TOT At AFTER CHANGE 86,774.90 82,203.10 $ ( 100.00 ) $82,103.10 HEADQUARTER'S USE ~- - WASIUNGTON STATE DEPARTMENT OF TRANSPORTATION CHANGE ORDER I .04.4 CO"" ",' ,"0 CR0587 Change proposed by ControclOI 10 H., C. ,McKasson. Inc. P.O. Box,57 Sne Hon . WA 98584 Inc. Endo"ed by' H. C. McKasson. -?f/~.7JI~iN"N.m. Tille CalM"'" Biv.u. by Surety: (wbell f""lJuireJj '1-)../ -?'? /)"10 "'" ,,,,,,,, 344009 ",d.'", ft<" ""BROS 2016(5) ,,,.,..., IHI" Lel and Creek By: /)"'0 Alwmey-j,..J<ut .......... ............".. ,...DESCRIPTION OF WORK You are 'ordered 10 perform the following desc.rlbed work upon receipl of an approved copy of this chonge Redesign and construct the sub~structure from driven steel H pile. Cast in place reinforcpd concrete piling caps. and steel bridge decking wall, to cast in place reinforced concrete spread footings. KeyeJ in rock, cast in place reinforced concrete walls and wing walls. Replace the cast in place traffic barrier on left of bridge with precast concrete traffic barrier. Per attached pages 2 through 4 of this change order. and attached plans. All wo,k. mOI.dol. ond meoMemenl'o b. In o"ordonee with ,he provl.,on. of ,he S,ondo,d Spe,'fi,otion. ond Spe,iol P,ov;,lon. fOl ,h. 'yp' of ,on.""" ' lion involved. ORIGINAL CON1RACl AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE THIS ORDER ESTIMATED CONTRACT TOTAL AFTER CHANGE $ 82 ,203 .10 $86.774.90 $86.774.90 $ (4.571.80) HEADQUARTER'S USE APPROVED: ?/U-~7-- ~~ ,l,~ llif(bwd'y CtJ"slrudiun EnRinocr o APPROVED Dole: ,.,;:,...:,.."",',,!;.,'" ....- ~ ~ %~~ Per your Proposal; Delete the following Items: Item No. guano Unit 15 180 L.F. 16 4 EA. 17 4 EA. 18 12 EA. 25 2 EA. 6}....' ,,>4:__ -->"", Change Order No.2 CR0587 Description Unit Cost Total Amt Furnishing H.P. 12X53 piles $12.00 $2,160.00 pile Tip Shoes $100.00 $400.00 Driving Steel pile, HP 12X53 $700.00 $2,800.00 10 Ga. 2'x 10' Steel Bridge Deck. $300.00 $3,600.00 Furnishing and Driving Steel Test pile $3,000.00 $6,000.00 SUB-TOTAL ($14.960.00) Change the Quantity of the following Items: From: 11 To: 66 55 Tons From: 14 33 C.Y. To: 57 From: 19 18 C.Y. To: 6.2 From: 20 1612 To: 3000 .- Li~ht Loose R~P R~P $35.00 ($2,310.00l II $1,925.00 structure Ex., Cl. A Including Haul $14.00 II " ($462.00) $798.00 concrete, Claas B, Bridge Ends Concrete. Class B Footings $400.00 ($7,200.00) $2,480.00 Lbs. steel Reinforcing Bar, Bridge Ends Steel Reinforcing Bar. Abutments $3,000.00 $1.00 ($1,612.00) Page 2 of .! ""._"" ,......."., "'.,+".....~,..~"':"";"':"'. - -,._--.-~----~~- Gl 4!\ ~ Change Order No. 2 CR0587 From: 21 10 EA. Elastomeric Bearing Pad $90.00 ($900.00) To: 20 EA. " $1. BOO. 00 From: 23 68.3 L.F. Traffic Barrier, Ins. $60.00 ($4,098.00) To: 34.2 " " $2,052.00 SUB-TOTAL ($.&.527.00) Add the following Items: $2,000.00 33 Lump sum Engineering L.S 34 10 C.Y. Unsuitable Foundation Excavation, Inc. Haul $18.00 $180.00 35 Lump Sum Extra Excavation, Cl. A. Incl. Haul. (siltstone) L.S. $1,160.00 36 22.8 C.Y. Concrete, Class AX For Bridge $400.00 $9,120.00 37 34.1 L.F. Precast Cone. Traffic Barrier, Installed $72.00 $2,455.20 SUB-TOTAL $1.&.915.20 TOTAL ($.&.571. 80) The following Special Provisions are added to the Contract: Enqineer1nq ( september 18, 1987 ) The contractor shall provide the Engineer with plans showing .the spread footings. walls. wing walls, and the attachment of the "Precast Concrete Traffic Barrier". All plans and calculations required for the spread footings, walls, wing walls, and the attachment of the "Precast Concrete Traffic Barrier" shall be designed by ( or under the direction of ) a professional Engineer, licensed under Washington State's Title 18 RCW. The plans must carry the Professional Engineer'S signature and seal. The Contractor shall not begin construction until the Engineer has approved these plans. The Contractor shall remain responsible for satisfactory results. page 3 of ! ,~".""-,.,,,,,,..,_.:-,,,...~,,,,,,:,y \.;",""~",.~"""""~ Change Order No. 2 CR0587 The lump sum price shall be full pay for furnishing the engineering for the spread footings. walls. wing walls. attachment of the "Precast Concrete Traffic Barrier". Extra Excavation. Class A. Includinq Haul ( September lB. 1987 ) Extra Excavation. Class A. Including Haul shall only include all excavation necessary to key the spread footing into the natural occurring rock ( siltstone) as shown on the plans submitted by the Contractor for the spread footings. All provisions of Section 2-09 of the Standard Specifications shall apply. except that the first paragraph of section 2-09.5, Payment, part 5. "Shoring and Cribbing or Extra Excavation Class A....." lump sum. shall be revised as follows: The lump sum contract price shall be full pay for all labor, materials. tools, and equipment needed to excavate. and haul all material classified as Extra Excavation, Class A, and to build, dewater. place rip rap to prevent scour. and remove dikes, shoring, cribs, cofferdams or caissons. Precast Concrete Traffic Barrier ( September IS, 1987 ) Precast Concrete Traffic Barrier may be used in lieu of the "Traffic Barrier" on the left side of the bridge as specified in the Special Provisions under "TRAFFIC BARRIER", on page'95, and shall include the Beam Guard Rail Terminal Section Design F. The Precast Concrete Traffic Barrier shall conform to the provisions of Section 6-10 of the Standard Specifications and shall be attached to the bridge deck as shown on the plans submitted by the Contractor and approved by the Engineer. Payment for Precast Concrete Traffic Barrier shall be the same as "Precast Concrete Barrier Type....", in Section 6-10.5 Payment. and shall include modifications to the lS"x32' Precast Prestressed Slab as shown on the plans submitted by the Contractor and approved by the Engineer. Page 4 of .! . ~d.A;k !W~... /-', ,c.. -R' _ _ ~~ . .';~ '5? //tJ)i CQ, ;ere c./ ___lZ-Y'ru.< ,7%'0<. /.5/ /<.: / /7/ (<2 a~pC at./A^n-/l~$ l>/- J?--<'I-<-< ~ d,.e ~u..d ~/",,,-,,, .. of. ~..L=l~~! ....J ~ ~ ~1(0i4~ 4J""Nr-) - (2X~;)l 20 n. x j, s) = add --...B~ 01 _d/;Uedj ~c~ 5' zt 3C.Y(~ .O,-",-,-J 1-. 45)( :;- i< 24 + / a~ 7 " 4's~v~JJ:;I~;~~;~M ""-;- .. '.. 'I'-I",./2,o"'f- ~r€_r( c.... wtAc:.. <- @ tT~, '~~A oU~ 7'?-;8)1~ ~, ~~~~. "..-&/n-;7.o .-/~ ~dz:.o-! a~ . /J,.. .~4~?-'...u-",-<-~ .' . . . . '. . 7:"-, " /. ", ' "../ ~" ~>1 -p--<~ a-,"F.....-,.-c.a>-.-.< ~ .~ ~r/ ;f '-;7 -11--.0::> ~~ <:e?/25~- ~ ,/c)lJlMct~..;.y,;,,~ /c.lQ, ,>"",,,,,,,._,,,,,,,,,,,,";,,"",,,,-,,,'~Y."/\ - ~ ~~~z. & -r~ .sz.u ~/.f ~- @ 2-0% /.:?6 <::. ;; / .5:;-; c. <:> ~tr'GO,o= ' ,C-t20-~ .4 X --/-fi a~ @" -z,C{ C:v, h .,"~".,~<~~.7..'...,...."......,i,......., __ "t:"z C-fC/f,rYr?/1-I0-;,J~;_Zz.,8-: ,~"~ .r: ?c,o$9 -- a-.fl""'~, ~ ~..,-'- "~..._-~~~.~ /~~,z~_,.u.'_:,. .... -#~ r:~"'."~---7m"----i-. _._______'_'_.'_.'c.-----'...~....'. '~~'.J..-"._A-c,~../.~'~u.-'__'.......-,..,..,---.- ,._"."..,',._"._..,_.__.,...~-,.. "'~_~...'~,_'.'r'.[.'...:~"c. ..___"...__ ,..,~.,'."., rk',..'... .... /~) C;(/]ILJT'{~~\I~'9-' ,..'A~ -:,.,4-. ..~. ~c,_~/-",~L,/~,:,.-:."- ~ l:4tvtH.~.~4.2-,t,r...~~:_::::.ll'\i=, -- ~~,..,'/ ~,~.?~-, ~{~L4f,35J=~ZD:> "'~>'<D<7.t ~':"""'T!>.IJf,~, 4a:J.e: - k"'k:~r:L~lC/l"'.v.c~ ,,~,;o~j!ch.,.~~" ,.. "o/J.lf:!-:!',roJ(,kh" /:5"-~ ,_....t ./~!,_,~L~A::~.u~___ ,~~=-Z:LlH"'":', )( 1''Z._,~-I!.'1:1_.:..,i.., I, ,.2-/1-15.(,,0., , - ;===--'" ...- WASHINGTON STA- TE OEPA-RTMENT OF TRA-NSPORTA-TION CHANGE ORDER 1 .04.4 C""IH'<.I U" Changa proposed by Controctor W. C. McKasson, Inc. r", W. C. McKasson, Inc. P. 0; Box 57 She1ton.Wa.H 98584 C.JNlnu.tllrFirmNuml1 "/_ 'J. - '3 'J J)ull! Sla'" ~QI"I;{f ~J;<,l\,rnl Aid N'l ?r<.l;I'c1 fil!.. 344009 BROS2016(S) LelandCreek AtllJr7Ie;ritl-!IU' Duff! ; ;~;'.;;,'.::, ,,;..,. ".".. :.-. ~.:'.. .;... :.....:...,,'" :..,.;,;. ;..... DESCRIPTION OF WORK. ...:...........,.,.............. ..~........... 'V;~ ;;;0 o,do,~d 10 po,fo,m Iho following do",'bod wo,k upon ,,,olpl of on opp,o,od ,0PY of Ihl, ,hongo o,do" liThe date ,in the second paragraph of the special provision "Prosecution revised to September &, 1987. of Work" is Pursuant to Sectionl-09.6. Subheading 3, the AGC-WSOOT Equipment Rental Agreement which became effective Sept. 1, 1987 shall apply to all work described below. Item No.3 - Temporary water pollliti6n'JErosion Control Section 1-09.6 of the Standard Specifications is hereby deleted and replaced with 'the language contained herein. 10 be 11'1 accordance with the provisions of the Standard Specifications and Special Provisions for the type of conslrlJC- ORIGINAL CONTRACT AMOUNT 86,774.90 CURRENT CONTRACT AMOUNT $86.774.90 ESTIMATED NET CHANGE THIS ORDER ESTIMATED CONTRACT TOTAL AFTER CHANGE -0- $ 86 .774. 90 HEADQUARTER'S USE ~~2 o APPROVEO 9/~/9'7 ~/'Ntt' Dale: e Foree Account: the contract calls for work or materials to be paid for by force payment amounts will be dete~lned as shown below. For Labor The State will reimburse the Contractor for labor and for supervision by foremen dedicated solely to the particular force account item of work (but not for 6upervlsion by general superintendents or general foremen). The Engineer will compute the labor payment on the basis of these four factors: a. Weighted Wage Rate. The \1eighted Uage Rate combines: (1) t.he current basic wage and fringe benefits the Contractor 1s required and has agreed to pay. (2) Federal ,Insurance Compensation (FICA), (3) Federal Unemploymenr Tax Acr (FUTA) , and (4) Srare Unemploymenr Compensarion Act (SUeA). to. Weighred Wage Rate shall be. computed for each classification of labor used. This rare shall reflect ~he Contractor' 5 actual cost. It shall neither exceed what is normally paid to comparable labor nor fall below the minimum required by Secrion 1-07.9. If tha Engineer aurhorizes overtime, the Weighted Wage Rate shall be determined on the same basis. b~ Travel Allowance and Subsistence. This includes the ace-ual, costs of allowances for travel or' subsistence paid to e~ployees 'in the course of their work on the item. This reimbursement will be made only if such allowances are required by a regional labor a.greement or are normally paid by the Contractor to comparable labor for performing other work. 1-09.6 If account, 1. Contract No, CR0587 Change Order No. 1 Page -L- of -L- -2- 0,,' '~tr)l c. Industrial Insurance and Medical Aid Premiums. The State will 'reimburse Contractor"paid premiums for Marine lndustrial Insurance, for State of Yashington Industrial Insurance. and Medical Aid premiums which become an obligation of the Contractor and are chargeable to the force account work on the basis of time worked. Reimbursement will be for the composite rate, (the full Industrial Insurance premium plus 1/2 the Medical Aid premium) which the regulatory body sets for the Contractor doing the work. The composite rate will. be adjusted if the regulatory body changes this rate. d. Overhead and Profit. The State will pay the Contractor 20 percent of the swn of the costs listed in a. b. and c above to cover project overhead, general company overhead, profit, and any other costs incurred. 2. For Materials The State will reimburse actual invoice cost for Contractor-supplied materials. This cost includes actual freight and express charges and taxes as described in Section 1...07.2 provided tbat these costs have not been paid in some other manner under the contract. A deduction will be made for any offered or available discounts or rebates if the State has provided the Contractor with the means to comply with the provisions a1lowingthe discount. The State will then'add 15 percent of the balance to cover project overhead, general company overhead, profit, and any other cost of supplying materials. To support charges for materials, the Contractor shall provide the Engineer with valid copies of, vendor invoices, including' freight and express bills. If invoices are not available for materials from the Contractor stocks,' the Contractor shall certify actual costs by affidavit. If claims for materials costs are too high, inappropriate, or unsupported by satisfactory evidence, the Engineer may determine the cost for all or part of the materials. Uhen determined in this manner, the cost will be the lowest current wholesale price from a source that can supply the required quantity (including delivery costs). The State reserves the right to provide' materials. In this case. the Contractor will receive no payment for any costs, overhead. or profit. 3. For Equipment The approval . of the Engineer shall be required for the selection of machine-power tools or equipment prior to their use on force account. Contract No. CR0587 Change Order No. 1 Page --L- of ~ -3- - e The paymenc for any machine-poWer cools or equipment shal1. be made according to the current AGCjT,ISDOT Equipment Renta.l. Agreement:. which 1s in effect at the time the forc.e ac.count 1s authorized. The rates as set forth in the Rental Rata Blue Boo~ (as modified by the current AGCjT,ISDOT Equipment Rental Agreement) are the maKimum rates allowable for equipment of modern design and in good working condition. These rat~s shall be full compensacion for all fu.el. oil, lubrication, %'epairs. maintenance. and all other costs incidental to furnishing and operating the equipmenl: excepe labor for operation. The State vili add 15 percent to equ1p~ent costs to cover project overhead. general company overhead. and profit. current copies of the Rental Rate Blue Book and the AGCjT,ISDOT Equipment Rental Agreemene "ill be l1Iaintained ae each District office of the Department of Transportation and at each of the offices of tbe Associated General Contractors of America (in Seatt.le, Spokane. Tacoma, and Wilsonvll1e, oregon) where they are av.llable for inspection. 4. Force Accounc Mobilization Force accounc mobilization is defined as tha preparatory "orl< perfotllled by the Contraceor including transportation of tools. equipment, and personal travel e1me (when included in a bargaining agreement). T\>e State may pay for 1II0bilizacion of equipmeneandlabor if ehe fOTce account teem 1s Dot an item included in the original contract proposal or such other contract items as may be included in the special provisions as being eligible for ,reimbursemene for mobilization. Off-site worle in preparation for the t;ravel to the project. costing $300 or less "ill not be paid. The State will ,noe pay for mobilization fOT off-site preparatory WOTK for. force account: lte~s under any circumstances unless the Cont~actor spe~ifically'makes a request in writing in advance of any such mobilization work. The written request shall include an estimate for mobilization eostsinvolving off-site preparatory WOI'1c. and the basis for reimbursement- The approval of tbe Engineer "ill be required prior to commencing the 1II0bilization for all force . account. To the agreed final amount of mobill%stion for force aceountshallbe added an amounc equal to 15 perce?t of that SUl1l for all other co~cs, including project overhead, general company overhead, and profit. 5. . Subcontractors The subcontractors will be allowed a 5 percent markup of the total cost compu~ed from I, 2, 3. and 4 fo~ insurance, B&O tax, and bondina- 6. Contractor Kar~up on subcontractors When work. is performed on a force account basis by approved subcontractors t the Contractor will be allowed an additional markup equal to 5 percent of the total cost computed for 1, 2, 3, 4, and 5 for 'all adf1niserative costs. Contract No. CR05S7 Change Order No. ~ Page~of_ -4- Q 7. Insurance, B&O Tax. and Bonding The Contractor will be allowed an additional markup equal to 5 percent of ehe toeal case computed for 1,2,3,4, 5, and 6 for insurance, B&O tax,and bonding. . The payments provided above shall be full payment for all work done on a force account basis. The payment shall cover all .expenses of every nature, kind, and description, including all overhead expenses, profit, occupational tax and any other Federal or State revenue ActS. premiums on public liability and property damage insurance policies, and for the use of small tools and equipment for which no rental is a11owed. No clalmfor force account shall be allo\led exc:epeuponwritten order by the Engineer prior to the performance of the work. No work shall be construed as force account work which can be mp.8sured under the specifications and paid for at the unit prices named in the contract. The amoun~ and costs of any work to be paid by force 8Ccounc shall be computed by the Engineer, and the amount certified by the Engineer shall be final as provided 1n Section 1-05.1 The Contractor's cost records pertaining 'to work pa1d for, on a force account basis shal.l be open to inspection or audit: by represen'Catives ,of the Department during the life of, t.he contract and foraperlodof not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for, th.t period. , The Contractor shall also guarantee that these_cost records of all subcontractors and, agents shall be open to similar inspection or . audit for the same period of time. If an audit is to be commenced more chan60calendar days after' the, acceptance date of ehe contract, the Contractor will be given 20 calendar days notice of the time when the audit is to begin. C:l.09/specl CR0587 Contract No. Change Order No. , Page ~ of' 5 -5- ___. r) ~~&7 COr.JTIf../.;:. c-7-5 {f~ IE C fEZ Hll:: If) $EP 1 [j 1986 ,JE[':f=Ft~c'n,'" f:NGIj;j9:~~ COUN,y .. OF'J::ICE September 4, 1986 "- ~ Q s. of Public Works Creek Bridge, of our progress Progress Report referenced Consultant for ,., t-- /''f'J ',"; 0 ..,:TMS"a .., .SUIrVGY ,aSs~c~at<2S 2909 01.. .tr..t Port town..nd,wo. 98368. '38~'0633 r, ~~I July 31,.1986 PROGR,BSS BILLING = COUNTY ROA,!) ~OJECT ~ g .!158? = ~ 9Ul2I\: . BRJ:DGE., ROADWAY, LOCAT.JON. l!l!!!. ':rO,POGRAPHIC MAP:PING,.. CREEK LOCATION ~ 'l'OPOGRAP,IlIC HAPPING.! ~ PREPARATION QE. PLAN ~ !>ROPILB ~" COIi'l'Ol1R HAPS~!!!! ~ CO~T..'~.~ ~ DB'1'BlUtINATIOl'! n:uuiciSALl\Ry COS2.': Personnel Man Hrs. Rates of pay Principal/Project Mgr. PartY.Chief 'P. 'c. Trainee/Head Chain ,Rodman/Rear Chain Computer Operator Draftsman 5 18.5 105.25 56 o o S25/hr. S12/hr. SlO/hr. SS/hr. S15/hr. S S S $ $ SecretarY/Office Mgr. .i',: ...':_..'.....:..:,...,,::.':_,.,.,:y... ;. '::;',"::,',,-,': "'..', ",.'" ,.., DIRECT..>>ON"'8ALARY COST . Travel and<Per Diem Per Diem 0 weeks @ $ 0 "~.~~...~~~~~;~;;;......;$ Air Travel 0 trips @ $ . . . . . . . . ~ . .. ~ ~ . " ~ . ~ . . . ~ ~ . $ 1 Car(vehicle) @ $255 per month~~10~58 mo".;;~..$ 700 miles @ $0.15. . . . . ; ~ ; . .. ~ ~ ~ ~ ~ ~ . ~ . ~ ~ ~ ~ . ; . . ; . . .. $ a'. i'OTAL S 252.9..Q.- Office, and Equipment Rent...............$ 0 per month @ 0 months $ Equipment Rental $ 0 per month @ 0 months $ b. Reproduction Expenses; ; . . . ; . . . . . ~ ~.~ ~ ; ~ ; ; ; . . . ~ . ~ ~. ~ ~ . $ , Communications.................... ~... .. ~ ~ ~ ~ ~. ~ ~ ~; ~;... $ '1'<lTAt' ,'> 0.00 0.00 0.00 0.00 o.bll - .- :A. o to ..~ PAGE 3 01" 3 JULY 31, 1986 NARRATIVE PROGRESS REPORT . , LELAND ,CREEK ROAD LOCATION AND BRIDGE SITE TOPOGRAPHIC MAPPING Horizontal and vertical control for this project has been established using current and/or previous ties to u.s. C. & G. S. control available in the vicinity of Quilcene, and will be described. more .' fully upon the final drawings, when they are ,submitted for.approval. All G.L; o. Corners for the Section have been found, in place, and references have been recoraea" to each, Ior the preparation of. Corner Recovery Affidavits; because of the location of the Southeast Section Corner (approximately at center-line of the Center-Quilcene County Road about 1 mile North of the. intersection of the Center-Quilcene County Road withS. R. , 101),1 .would recomend it's replacement with a Standard Jefferson Count.y Concrete Monument, with Brass Tablet; in the Standard Fog- TiteType Case (typical County installation). The monument and case<installation could either be accomplished by our crew, County forces, or a combination of both (we could reference the position further with 2 foot "straddles" and return to mark the Brass Tablet after monument and case installation by Road Crew forces). ' The Cross-Sections have been completed, and the pattern specified in the' 'Scope' .. section of the contract establish a redundancy of positions that should be of use in preparing the final mapping documents. Further Topographic.Mapping in the Creek area :was accomplished and barring any serious, gaps information, I believe, we have completed the field portion of.the work. Overall, the project has been progressing ",ell, accordance with my original estimated time schedule. After ,sIT,all amount" of difficulty in . the "Control" portion, of .. the work, due to' loss of previous points (because of a', State D. o. ,.' T paving project .' recently completed in the area and the youthful exuberance and playfulness of some,local area residents);" a realignment of time useage has been accomplished during the "Cross-Section and Topographic Mapping" portion of the work, 'due to efficiencies not expected of the topographic mapping crew and different crew/manpower configurations, for what I hope will prove to. realize a net time/cost savings on the project. jAt-A~~.~~ Registered Professional Land Surveyor T. A. A. S. SURVEY ASSOCIATES Dated: 31st, Day of July, 1986. ASC/mbc cc: file (8)CRP587/l.BLG 3 t J) L:. '~"ii>' C.e05"87 -t; OJJr.(AC,5'/ CONSULTANT AGREEMENT FOR PRELIMINARY ENGINEERING THIS AGREEMENT, made and entered into on this ~~, day of a" /., , 19~ , by and between the COUNTY OF JEFFERSON, Washington, herei~~ called the "AGENCY," and the consulting firm ofTMS Survey Assoc. ,whose address is 2909 Gise Street Port Townsend, WA 98368 . the location in Washington State at which work will be available for inspeotion, hereinafter called the "CONSULTANT." The STATE OF WASHINGTON acting by and through the Washington State Transportation Commission and the Department of Transportation, hereinafter called the FHWA, administers the Federal-aid funds. Whereas the FEDERAL GOVERNMENT through its Department of Transportation and Federal Highway Administration, pursuant to Title 23, U.S. Code, has established a program of Federal-aid to the states designated as the Federal-aid Program, with a general purpose to increase the safety and capacity of roads in the United States. and WHEREAS, the Agency desires to acoomplish this Federal-aid Bros-2016(S), entitled Leland Creek Bridge, with the aid provided under the Surface Transportation Assistance Aot of ,D.S. COde, Highways, and all amendments thereto and the rules promulgated by said U.S. Department of Transportation, in Highway Program Manual, and W~EREAS, the Agency has not sufficient qualified engineering employees to p~epare the necessary survey mapping, within a reasonable time and the Agency deems it advisable and is desirous of engaging the professional services and assistance of a qualified consulting surveYing firm to do the neoessary survey work for the project and to develop a map showing property boundary, existing road location and 2 foot contours. and projeot, number of BROS funds 1978, Title 23, and regulations the Federal-aid WHEREAS, the Consultant has represented and by entering into this now represents, that he is in full compliance with the statutes of of Washington for registration of professional surveyor and personnel to be assigned to the work required under this Agreement qualified to perform the work to which they will be assigned in a and professional manner, and Agreement the State that all are fully competent WHEREAS, the Consultant has indicated that he desires to do the work set forth in the Agreement upon the terms and oonditions set forth below. NOW, THEREFORE, in consideration of the terms, conditions, covenants and performances contained herein below, the parties hereto agree as follows: o I OBJECTIVES AND SCOPE OF WORK The objeotive of the Agreement is to provide surveying servioes neoessary for the preparation of all maps. speoifioations' and other doouments for the Projeot as desoribed in the attaohed Exhibit "B." The soope of work shall inolude all services and materials neoessary to aocomplish the work as indicated in attached Exhibit "B". Prepare right-of-way plans in acoordanoe with standard praotioes of the AGENCY for plans prepared by its own staff. Prooedures shall be oonsistent with the provisions of attached Exhibit "B". and where applicable the current edition of the Department of Transportation "Highways Design Manual" and amendments thereto: (e.g.) 1. Plans shall be prepared with suoh provision and in ,suoh detail as to permit the oonvenient layout in the field for oonstruotion and other purposes within a degree of accuracy acoeptable to the Agenoy. 2. Plans shall be in suoh detail as to permit the development of an aoourate estimate of quantities for the several pertinent items of work to be performed in the construotion of the projeot. 3. The scales to be used, the lettering and general delineation of the "plans, shall be such as will provide legible reproduotion when the plans ,are reduoed to one-fourth of their original size (50 percent reduction). 4. ,The minimum horh:ontal soale f'or the plans shall be "one inoh equals 50 f<;let". 5. Right-of-way plans will consist of; sheets showing the estimate of quantities; typical seotions; special sections; speoial details other than standard details available from the State's standard drawings; special layouts; plan. profile and cross seotions. 6. Plans shall include complete details for the proposed drainage of the project. utility work to be performed by others, details for paving, pavement marking, signing, and signalization, asneoessary. Plans shall show all the existing physical features. surface and sub-surfaoe facilities, as determined by field surveyor indioated on Agency or utility company records for the area inoluded in the right-of-way, or greater. if necessary, outside the right-of-way to include pertinent details adjaoent to the right-of-way. 7. Special Provisions shall be included in the contract plans of work with are not covered by the State or APWA Specifications, whichever is applicable, as may be required to cover the work contemplated by the plans. 8. The Consultant shall furnish such pertinent information and data with respect to the plans and design as the Agenoy may request, including, but not neoessarily limited to one (1) copy of the quantity and design computations. for items Standard properly 2 ,tlti.. c., "- ..........~ o o 9. The quantities shall be divided into parts corresponding to the construction contracts or as otherwise designated by the Agency. These quantities shall be as near as possible to the actual quantities and shall not be arbitrarily increased. 10. Field surveys required to complete the plans in the Agreement shall be Curnished by the Consultant. The Cield surveys shall include suCficientreferencing to permit the re-establishment oC all necessary points to the satisfaction of the Agency. The Consultant shall perform ,all work described in this Agreement necessary to complete design of the project to conform with the policies and standards set Corth in Section II. The Consultant shall prepare such information and studies as ~ay be pertinent and necessary, or as ~ay be requested by the Agency in the attached Exhibit "B", in order to pass judgment on the features of the work. The Consultant shall ~ake such ~inor changes, amendments or revisions in the detail oC the work as may be required by the Agency. This item does not constitute an "Extra Work" item as related in Section IX of the Agreement. When alternatives are being considered, the Agency shall have the right of selection. The Agency shall supervise construction and provide construction engineering services, including the review and approval oC all construction drawings during construction, as required, however, the Consultant when requested by ",the Agency,.shall with reimbur.sment of actual .cost give general advise and 'make a maximum oC three (3) visits to the site Cor explanation for plans to generally review the project. 7he Department ~C Transportation and Federal Highway Administration shall have the right to initiate conferences between the Consultant and the Agency and to participate in the review and examination oC the work in progress. The plans and specifications prepared by the Consultant under this agreement shall be verified by a complete check by the Consultant and shall, be so 'certified by the ,Consultant. The Consultant will be held responsible for the accuracy oC the work to the extent as outlined in attached Exhibit "B", even though the work has been aocepted by the Agency. II DESIGN CRITERIA The Agency will designate the basic premises and criteria for the design. Reports and plans, to the extent Ceasible, shall be developed in accordance with the latest edition and amendments of the following. 1. Washington State Department of Transportation "Standard Specifications for Road and Bridge Construction." 2. Washington State Department of Transportation, "Standard Plans Cor Road and Bridge Construction." 3. Washington State Department of Transportation, "Highway Design Manual." 3 - () o II. Washington State Department of Transportation, "Bridge Design Criteria." Washington State Department of Transportation, "Manual of Highways Hydraulics." Washington State Department of Transportation, "Materia1 Laboratory Outline." 5. 6. 7. Highway Research Board's Manual entitled, "Highway Capacity." 8. FHWA and Washington State Department of Transportation, "Manua1 on Uniform Traffic Control Devioes for Streets and Highways." 9. Washington State Department of Transportation, "Construction Manual." 10. Washington State Department of Transportation, "Looal Agenoy Guidelines." 11. Standard drawings prepared by the Agenoy and furnished to the Consultant shall be used as a gUide,in a11 cases where they fit design oonditions. III DOCUMENTS TO BE FURNISHED BY THE CONSULTANT 'The f'o11owing doouments, exhibits or other presentations for the work covered ,,:by this Agreement shall be furnished by the Consultant to the Agency upon completion of the various phases of the work. All such material, inoluding photographic negatives used in the project, 'shall beoome and remain the ,property of the Agency and may be used by it without restriotion. 1. Two (2) copies of the completed contract drawings of the work performed under this Agreement. permanent reports, revised 2. One (1) set of all sheets comprising the set of p1ans on Bcale stable reproduoibles, together with one (1) copy of all drawings, etc., appertaining thereto, plus an equa1 number of copies, if review disolosed that revisions are neoessary. 3. One (1) copy of all survey notes taken by the Consultant. IV TIME OF BEGINNING AND COMPLETION The Consultant shall not begin work under the terms of this Agreement until authorized in writing by the Agency. The time required, in ca1endar days, for completion of all work under this Agreement shall be 40 days following written authorization to begin. Established completion time shall not be extended beoause of any delays attributable to the Consultant, but may be extended by the Agency in the event of a delay attributable to the Agency or because of a delay caused by an aot of God or governmental actions or other oonditions beyond the control of the Consultant. II - Delay~ attributable to or caused by one of the parties hereto amounting to 14 days or more affecting the completion of the work may be considered a cause for renegotiation or termination of this Agreement by the other party. V PAYMENT (Cost Plus Net Fee) The Consultant shall be paid by the Agency for completed work for services rendered under this Agreement as provided hereinafter. Such payment shall be full compensation for work performed or services rendered and for all labor, materials, supplies, equipment and incidentals necessary to complete the work. A. Payment for work accomplished shall be on the basis of Consultant's actual cost plus a net fee. The sctual cost includes direct salary cost, overhead and direct non-salary cost. 1. The direct salary cost is the salary expense for professional and technical personnel and principals for the time they are productively engaged in work necessary to fulfill the terms of this h A&heemeRt~ The direct salary costs are estimated to be approximately r;u~~~,,~ ~~~~~p E ~~7'nn Dollars ($3.312.00 ) as set forth in the attached Exhibit "A" and by this reference made a part of this Agreement. 2. The overhead costs as indentified on Exhibit "An are determined as 151.2~ of the direct salary cost. The overhead costs are estimated to be approximately Five thousand seven and 74/100 'Dollars ($5.007.74 ) as set forth in the attached Exhibit "An and by this reference made apart of this Agreement. The overhead cost rate is an estimate based on currently available accounting information and shall be used for all progress payments over the period of contract. The final overhead cost rate is subject to adjustment based on an audit performed by the Agency, the State, or Federal Highway Administration at the completion of the project and said final overhead cost rate shall not exceed ~ percent and shall not increase the maximum amount payable for this Agreement. 3. The direct non-salary costs are those costs directly incurred in fulfilling the terms of this Agreement, including, but not limited to travel, reproduction, telephone, supplies and fees of outside consultants. The direct non-salary' costs are estimated to be approximately One Thousand thirty nine nolJWbllars ($ 1,039.00 ) as set forth in the attached Exhibit "A" and by this reference made a part of this Agreement. (If the consulting firm is a partnerShip, the following shall apply:) When the partners are productively engaged in work necessary to fulfill the terms of this Agreement, their salary costs shall be invoiced as direct non-salary cost. Therefore on Exhibit. "A", under direct nonsalary costs, the hourly labor rate including overhead (profit is included in the next fee only) for each labor classification is shown. These rates shall apply for the work on the project when performed by the partners. The estimated cost for this work is included under direct salary costs as set forth in attached Exhibit "An and by this reference made part of this agreement. 5 - Q o ~. One Billings for any direot non-salary oosts shall be supported by oopies of original bills or invoioes. The net fee, whioh represents the Consultant's profit shall be thousand two hundrl:.d fort" sevpn 11 96/1()(LDollars ($1.247.96 ). ~he net fee will be prorated and paid monthly in proportion to the percentage of the projeot oompleted as estimated in the Consultant's monthly progress reports and approved by the Agenoy. Any portion of the net fee not previously paid in the monthly payments shall be included in the final payment, subject to the provisions of the Section X entitled TERMINATION OF AGREEMENT. 5. The maximum amount payable for oompletion of all work under this' Agreement including salaries, overhead'Elina\hovernea~ had~:;ltments, direct non-salary costs, and profit is ~Y~~lI sg~~l\n!: ~7}'lU13n e'1>ollars ($11.667.37 ). This does not include payment for extra loIork as stipulated in Section IX, "Extra Work." B. All vouchers shall be submitted by the Consultant to the Agenoy payment pursuant to the ter~s of this Agreement. The Agency shall the appropriate amount of each vouoher to the Consultant. Progress payments may be claimed monthly for direot costs actually incurred to date as supported~y detailed statements, for overhead costs and for a proportionate amount of the net fee payable to the Consultant based on the estimated percentage of the completion of the services to date. ';~he cost records and aocounts pertaining to this Agreement are to be kept available for inspection by representatives of the Agency for a period of three (3) years after final payment. Copies shall be made available upon request. Payment for extra work performed under this agreement shall be paid as agreed to by the parties hereto in writing at the time extra work is authorized. (Section IX "Extra Work") A short narrative progress report shall accompany each voucher for progress payment. The report shall include discussion of any problems and potential causes for delay. VI EMPl.OYMENT The Consultant warrants that he had not employed or retained any company or person, other than a bona fide employee working solely for the Consultant, to solioit or secure this contract and that he has not paid or agreed to pay any ccmpany or person, other than a bona fide employee working solely for the Consultant, any fee, commission, percentage, brokerage fee, gifts or any other oonsideration, contingent upon or resulting from the award or making of this contract. For breach or violation of this warranty, the Agency shall have the, righ~ to annul this Agreement without liability, or in its discretion to deduot from the Agreement price of consideration or otherwise recover the full amount of such fee, commission, percentage, brokerage fee, gift or oontingent fee. 6 for pay o 0.,. ~ Any and all employees of the Consultant, while engaged in the performance of any work or services required by the Consultant under this Agreement, shall be considered employees of the Consultant only and not of the Agency and any and all claims that mayor might arise under the Workman's Compensation Act on behalf of said employees, while so engaged and any and all claims made by a third party as a consequence of any negligent act or omission on the part of the Consultant's employees, while so engaged on any of the work or services provided to be rendered herein, shall be the sole obligation and responsibility of the Consultant. The Consultant shall not engage, on a full or part-time basis, or other basis, during the period of the contract, any professional or technical personnel who are, or have been at any time during the period of this contract, in the employ of the FHWA, State or Agency, except regularly retired employees without written consent of the public employer of such person. VII NON-DISCRIMINATION The CONSULTANT agrees not to discriminate against any client, employee or applicant for employment or for services because of race, creed, color, national origin, marital status, sex, age or handicap except for a bona fide occupational qualification with regard to, but not limited to the following: employment upgrading; demotion or transfer; recruitment or any recruitment advertising; layoff or terminations; rates of payor other forms of compensation; selection for training; rendition of Bervices. '~he 'CONSULTANT understands and agrees that if it violates this Non-Discrimination provision, this AGREEMENT may be terminated by the Agency and further that the CONSULTANT shall be barred from performing any services for ,the Agency now or in the future, unless a showing is made satisfactory to the Agency that discriminatory practices have terminated and that recurrence of such aotion is unlikely. During the performance of this Agreement, the Consultant, for itself, its assignees and successors in interest, hereinafter referred to as the "CONSULTANT," agrees as follows: A. COMPLIANCE WITH REGULATIONS: The Consultant will comply with the regulation of the 'Department of Transportation relative to nondiscrimination in federally-assisted programs of the Department of Transportation Title 49, Code of Federal Regulations, Part 21, hereinafter referred to as ,the regulations, which are herein incorporated by reference and made a part of this Agreement. B. NONDISCRIMINATION: The Consultant, with regard to the work performed by it during the Agreement shall not discriminate on the grounds of race, religion, color, national origin, age, marital status, handicap, or sex, except for a bonafide occupational qualification, in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Consultant will not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the regulations, including employment practioes, when the contract covers a prosram set forth in Appendix II of the Regulations. c. SANCTIONS FOR NON-COMPLIANCE: In non-compliance with the disorimination the event of the Consultant's provisions of this contract, the 7 Agency shall impose such contract sanctions as it or the Federal Highway Administration ~ay determine to be appropriate, including, but not li~ited to: 1. Withholding of payments to the Consultant under the Agreement until the Consultant complies and/or. 2. Cancellation, termination or suspension of'the Agreement in whole or part. D. SOLICITATIONS FOR SUBCONTRACTORS, INCLUDING PROCUREMENT OF MATERIALS AND EQUIPMENT: In all solicitations, either by competitive bidding or negotiation made by the Consultant for work to be performed under a subcontract, including procurements of materials or equipment, each potential subcontractor or supplier shall be notified by the Consultant of the Consultant's obligations under this contract and the Regulations relative to nondiscrimination on the ground of race, religion, color, national crigin, 8ge, marital status, handicap, or sex. E. INFORMATION AND REPORTS; The Consultant shall provide all information and reports required by the Regulations, or directives issued pursuant thereto and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by the Agency or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations, or directives. Where any information required by a Consultant is in the exclusive possession of another who fails or refuses to furnish this information, the Consultant shall so certify to the Agency or the Federal Highway Administration and shall set forth what efforts have been made to obtain the information. o A ~ INCORPORATION OF PROVISIONS: The Consultant shall include the provisions 'of paragraph (A) through (E) in every subcontract, including procurements ,of materials and leases of equipment, unless exempt by the Regulations or , directives issued pursuant thereto. The Consultant shall take such action with respeot to any subcontract or procurement as the Agency or the Federal Highway Administration may direct as a means of enforoing such provisions, including sanctions for noncompliance; PROVIDED, HOWEVER, that, in the event a Consultant becomes involved in, or is threatened with, litigation with a subconsultant or supplier as a , result ".,of such direction, the Consultant may request the Agency to enter into " such litigation to protect the interests of the Agency and, in addition the Consultant may request the United States to enter into such litigation to protect the interests of the United States. ,VIII CHANGES IN WORK The Consultant shall make all such revisions and changes in the completed work of this Agreement as are necessary to correct errors appearing therein, when required to do so by the Agency, without additional compensation. Should the Agency find it desirable for its own purposes to have previously satisfactorily completed work or parts thereof revised, the Consultant shall make such revisions, if requested and as direoted by the Agency in writing. This work shall be considered as Extra Work and will be paid for as provided in Section VI. 8 ,,(,('" ~ .- o lX EXTRA WORK The Agency may desire to have the CONSULTANT perform work or render services in connection with this PROJECT in addition to or other than work provided for by the expressed intent of this AGREEMENT. Such work will be considered as Extra Work and will be specified in a written supplement to this Agreement which will set forth the nature and scope thereof. Work under a supplemental AGREEMENT shall not proceed until authorized in writing by the Agency. X TERMINATION OF AGREEMENT A. The Agency reserves the right to terminate this Agreement at any time upon not less than ten (10) days written notice to the Consultant. B. In the event of the death of a member, partner or officer of the Consultant, or any of its supervisory personnel assigned to the project, the surviving members of the Consultant hereby agree to complete the work under the terms of this Agreement, if requested to do so by the Agency. This section shall not be a bar to renegotiations of this Agreement between surviving members of the Consul~ant and the Agency, if the Agency so chooses. <In the event this Agreement is terminated by the Agency other than for fault on the part of the Consultant, a final payment shall be made to the Consultant for actual cost for the work complete at the time of termination of this Agreement, plus the following described portion of the net fee. The portion of the net fee for which the Consultant shall be paid shall be the same ratio to the total net fee as the work complete is to the total work required by the Agreement. In addition, the consultant shall be paid on the same basis as above for any authorized extra work completed. No payment shall be made for any work completed after ten (10) days following receipt by the Consultant of the Notice to Terminate. If the accumulated payment made to the Consultant prior to Notice of Termination exceeds the total amount that would be due as set forth herein above, then no final payment shall be due and the Consultant shall immediately reimburse the Agency for any excess paid. D. In the event the services of the Consultant are terminated by the Agency for fault on the part of the Consultant, the above stated formula for payment shall not apply. In such an event the amount to be paid shall be determined by the Agency with consideration given to the actual costs incurred by the Consultant in performing the work to the date of termination, the amount of work originally required which was satisfactorily completed to date of termination, whether that work is in a form or of a type which is usable to the Agency at the time of termination, the cost to the Agency of employing another firm to complete the work required and the time which may be required to do so, and other factors which affect the value to the Agency of the work performed at the time of termination. Under no circumstances shall payment made under this aubsection exceed the amount which would have been made if the formula set forth in the subsection C above had been applied. 9 - . . - 1 ,_ '" . :. .. ", '.. , E. In the event this Agreement is terminated prior to completion of the work, the original copies of all plans, prints, drawings and field notes prepared by the Consultant prior to termination shall become the property of the Agency for its use without restriction. F. Payment for any part of the work by the Agency shall not constitute a waiver by the Agency of the remedies of any type it may have against the Consultant for any breach of this Agreement by the Consultant, or for failure of the Consultant to perform work required of it by the Agency. o o XI DISPUTES Any dispute concerning questions of facts in connection with Work not disposed of by agreement between the Consultant and the Agency shall be referred for determination to the Director of Public Works or Agency Engineer, whose decision in the matter shall be final and conclusive on the parties to this Agreement. XII LEGAL RELATIONS The consultant shall comply with all Federal Government, State and local laws and ordinances applioable to the work 'to be done under this Agreement. The Consultant hereby agrees to indemnify and hold the State and Agency and their officers and employees harmless from and shall process and defend at its Own expense all Claims, demands, or suits at law or equity arising out of this Agreement and/or the Consultant's and/or its SUbconsUltant's performance or failure to perform any and all duties prescribed by this Agreement: provided that, nothing herein shall require a Consultant to imdemnify the Agency against and hold harmless the Agency from Claims, demands, or suits at law or equity based solely upon the conduct of the Agency, its Officers, or employees. , The Consultant shall secure regular Public Liability and Property Damage Insurance Coverage in the amount of $100,000 for death or injury to anyone person and $300,000 for death or injury to two or more persons in anyone OCcurrence and $50,000 for Property Damage in anyone occurrence with any aggregate Property Damage coverage of $100,000 for two or more occurrences from an insurance company authorized to do business in the State of WaShington. The Consultant shall not sublet or assign any of the work Covered by this Agreement without the express consent of the Agency. XIII SUBLETTING OR ASSIGNING OF CONTRACTS 10 ~i!;",t,,:~" - CD XIV ENDORSEMENT OF PLANS The Consultant shall place his certification on all plans, specifications, estimates or any other engineering data furnished by him in accordance with RCW 16.43.070. XV CERTIFICATION The "Certification of Consultant" and "Certification of Agency Officia1," attached hereto and marked Exhibit "c" and by this reference is made a part of" this Agreement. XVI EXHIBITS Should any conflicts between exhibits and text of this Agreement arise, the text shall prevail, except that the scope of work as def"ined in exhibit "B" Ilha11.prevai1 in respect to requirements of the text that are not applicable to this project. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of. day and year first above written. ~~z~ BY'~~~ m1.. _~~,~~ ~~<H.-=. Chairman, Board of Jefferson County Commissioners 11 "',', .,~",."~..",.....""".._.,.",,..,~.-..., "'i~:::,..:t'l'1f!'" , .- -- Q e EXHIBIT ",." COST PLUS NET fEE DETERMINATION DIRECT SAlARY COST: Per$onnel MAn Hour$ Stales of Pay fsllrmled Cosl Principal/proj. Mangr. l6 S25/hr. $400 Party Chief 80 S12/hr. $960 P. C. Trainee/Head Chain 80 SlO/hr. $800 Rodman/Rear Chain 32 sa/hr. $256 computer operator 16 S15/hr. $240 Draftsman 72 sa/hr. $576 Secretary/Office Mgr. 10 sa/hr. S80 TOTAl S 3. 312 DIRECT NON-SMARY COST: Travel and Per Diem Per Diem - "if Travel - ................... .S o o $235 204 o n 1 0.92 1360 weeks @ S Trips @ $ Cars@ months rniles@S 0.15 o o $255 ................... .$ ........... .., ......$ per month Gl> TOTAl $ 439 Office anti Equipment Rent............... $_ per month (i _month. $ fquipment Rental $_ per month @ _ month. $ ~:'~:'~:::,7o~~~~~~S..: :::::::::::::: :::::::: :::::::: :::::::::::::::: ::::::~ o o 325 o TOTAL $ 325 eoT .... ..o-ou "'1- ...... .'., TAAS SURVEY ASSOCIATES-LELAND CREEK TOPOGRAPHIC MAPPING PROPOSAL JULY 7. 1986. '-rrV-:'fWi:> - - o EXHIBIT HA" (conI.) Q) SUMMARY OF FEE FOR ENGINEERING SERVICES Direct Salary Cosl ................. ........ ...................................$ 3. 312 Overhead CO'I (including payron .ddilive.)......................... 151 . 2 $5007;74 $8319;74 1247;96 Nel Fee.....................................................................$ '" Sub-Tol.' Direct Non-Sal.ry Cosl: ., Tr.vel .nd per diem ............... $ b. Reproduction expense...............$ c, Computer expense................. $ d, Oul.ide con.ult.nt.............. .. .. $ e, Other (Specify) ............:.......$ 439 "l?c;. 275 o o Tot.1 $ 1039 Sub-Total .Contingencies GRAND TOTAl BREAKDOWN OF OVERHEAD COST FICA ................................ ................. ...... .................... Unemployment Compensation......... ................................ ....... ...... Medical Aid .nd Industrial tn.ur.nee ................................................ Company lnsur.nce ..nd Medial...... ............................................. . Vaation. Holid.y .nd Sick leave....................... ............................. State B & 0 T.x ..................... ........................................... "suranee ................ ................................................ ....... Administr.lion .nd r""".UNssignable ... .......................... .................. Printing. Stationery .nd Supplies . .. . . . .. .. .. .. .. . . .. . .. . .. . . .. . . . . .. . .. . . .. . . .. .. ... ' Travel Not A.sign.able............................................................. Telephone .nd Telegr.ph Nol Assign.'lble............................................ Fees. Dues. Profession.al Meelings................................................... Utnilies .nd Mainlenance .......................................................... Rent.. ................................................................... ...... Rental Equipmenl......................................... ... ..................... Office Miscellaneous. Po.tage ..... .. . . .. .. .. .. .. .. . .. . . . . .. .. . .. . .. . .. . . .. . .. .. . . .. Professional Services..... . ........... ......... .. .................... ............... TOTAL DOT 'Ofl:M ,... ...,.. ........'~ TAAS SURVEY ASSOCIATES-LELAND CREEK TOPOGRAPHIC MAPPING PROPOSAL JULY 7, 1986. $ 10.606;70 $ 1.060;67 $11.667:37 9.75 '" 0;.42 '" 1 OR '" 0;."10 '" 10; 60 '" 0; 70; '" 1 n '70 '" .4A .no '" --1.!L: 7 0 '" "'l nn '" "'l ., A '" 7 n? '" 0; nn '" " 'c;n '" " I;,n '" , "?n '" 7 r;n '" 151.2 % o EXHIBIT "B" DESCRIPTION OF PROPOSED WORK FOR PRELIMINARY ENGINEERING COUNTY ROAD PROJECT NO. . CR 0587 LELAND CREEK BRIDGE OBJECTIVE The Objective of this agreement is to provide surveying and services necessary for the preparation of contract plans, specifications, and contract documents for the construction of a bridge across Leland Creek and approach fills. SCOPE The Scope of work shall include all services and materials necessary to accomplish the following: I. LOCATION OF PROPERTY LINES A. Locate property corners and lines that are necessary to obtain right-of-w~ to construct a new bridge across Leland Creek and the approaches. Bridge site is presumed to lay in Section 12, Township 28 North, Range 2 west, W.M. If cadastral survey work is required outside of Section 12 due to the loca~~on of the bridge, the consultant shall notify the county before proceeding with the work. ..II. LOCATION OF ROADWAY AND STREAMBED A. Locate the existing centerline of Rices Lake Road from its intersection with State Highway 101 to 600 feet easterly of the existing Leland Creek Bridge within 2 feet of the apparent centerline. Locate the approximate centerline of Leland Creek 300 feet upstream and 100 feet downstream of the existing bridge. B. The existing road shall be profiled and cross sectioned based on the existing centerline established by .'II-A" above from 300 feet westerly to 300 feet easterly of the existing bridge. The cross sections shall be taken at 50 foot intervals and shall extend to 100 feet northerly and 50 feet southerly of the centerline. Additionally, the streambed shall be profiled and cross sectioned within the same limits it is located in "II-A" above, with the cross sections at 50 foot intervals and extending 50 feet on each side of the centerline. All cross sections are to recorded in the field on computer input forms provided to the consultant by the county. C. Provide a contour map with 2 foot contour intervals. The shall extend 150 feet upstream and 50 feet downstream existing bridge, and 150 feet each way along the road existing bridge. mapping from the from the III. DESIGN A. The Typical and Structural Section of the roadway will be determined by the County with the data provided to the County by the Consultant. ..._"'...................""">la:ll'....~"''''t~.....';,,., o o EXHIBIT "B" (cont.) IV. PLANS AND SPECIFICATIONS A. Right-of-way plans shall be delineated in ink on 24" x 36" Federal Aid Plan and Profile sheets ( 22" x 34" image area ) of Mylar at a of scale of 1" = 50'. Symbols to be used shall be State Standard Mapping Symbols, all lettering to be Leroyed. Plans to show the existing roadway, utilities, culverts, driveways, road intersections, and property corners with distance and bearings. B. The contour map sbal1 be delineated in fair drafted pencil on 24" x 36" sbeet of bl.ue .'fade out" vel.lum at a scale of 1"=20'. Symbols to be used sbal.l be State Standard Mapping Symbols. Map to show the existing road, bridge, and creek. V. MONllMENTATION A. All centerline angle points shall be referenced by using the intersection method (swing ties). All reference points shall be clearly marked for easy recovery of tbe original angle points by tbe County. B. Bencb Marks are required to be set by the Consultant shall be clearl.y marked in the field and referenced to the Project Centerline and be as permanent as practical. VI. SURVEY METHOD A. A1l horb:ont.al survey shall. be relative to 'the Washington State Pl.ane Coordinat.e System with third order or better accuracy. B. Vertical con'trol to be related to Hean Sea Level. ~""~.,,,,,,_6~',"'~'''''''"' ~- Project No, CR 0587 j@x/county-l:EFFERSON EXHIBIT "C" CERTIfiCATION Of CONSULTANT I hereby cerlify that I am OWNER representative 01 the firm of TAAS SlJRVF.Y ASSOCIATES address is ?QOq ~; ~p ~t'rppt- Port': Townsend.. Wa. and lhat neither I nor Ihe above lirm I here represent ha.: and duly authorized whose (a) employed or retained lor a commi>>ion. percenlage, brokerage, conlingenl fee or other consideralion. any firm or person (olher than a bona lide employee working .olely for me or lhe above Consultant) to solicitor secure this contract. (b) agreed. as an express or implied condition for obtaining Ihis contract, 10 employ or relain the services of any. firm or person in connection with carrying out the contract. (c) paid. or agreed 10 pay, to any firm. organization or person (other Ihan a bona lide employee working solely for me or lhe above Consuliant) any fee. contribution, donation or consideration of any kind for. or in connection with procuring or carrying out the contract; except as here expressly slated (if any): I furlher certify Ihat Ihe firm I hereby represent is authorized 10 do bu.ines. in Ihe State of Washington and Ihallhe firm is in full compliance with Ihe requiremenls oflhe Board 01 Professional Registration, I ackrlOwledge Ihat Ihis cerlilicate is to be available 10 lhe State Department 01 Tran.portation and lhe federal Highway Adminislration.,U.S, Deparlment of Transportation, in connection with Ihis contract involving participation of federal'aid funds and is subject to applicable State and Federal laws, both criminal and civa. ,Tnly 7 , qAf; ~,Ckv-.~ f Do.. SlS1\o11ur. CERTIfiCATION OF ACENCY OFFICIAl. I hereby cerlify Ihat I am the Agency Official of the cmy/County 01 Jl'J"l'l' ".. 0'" Washington and thatlhe above consulting firm or his representative has not been required. directly or indirectly as an express or implied condition in connection with obtaining or carrying out this contract to: (a) employ or retain. Of agree to employ or retain, any firm or person. or (b) payor agree to pay to any firm, person or organization. any fee, contribution, donation or consideration of any kind. except as here e.pressly stated (if any), I acknowledged that this certificate i. to be available to the federal Highway Administration, U.S. Department of Transportation. in connection with this. contract involving participation of FederaJ.aid highway funds and is subject 10 applicable 51ale and federal laws. both criminal and civil, ,=?_?_,~~L?~ 0,.. Scs.f\atur. DOT 'OR" ,.-0-0.' A-'" ....... "'S .~,...,.."__,.,.",.:.,",.,,,,,..,t.'\ - ;""''''''':.'''''1(/'''' ::"2/)): ,'S"::::;~'""1~~':;~1;m:(~;.~:~~!f!' .., .- 0- Co NOTICE REQUEST FOR STATEMENT OF QUALIFICATIONS AND REQUEST TO BE CONSIDERED FOR AWARD OF CONTRACT FOR PROFESSIONA~ ENGINEERING AND SURVEYING SERVICES FOR JEFFERSON COUNTY PUB~IC WORKS DEPARTMENT Jefferson County is soliciting Statements of Qua~ifications together with a request to be considered for the award of contracts from qual- ified Engineering and Surveying firms to provide professional pre- liminary engineering and surveying services on various projects for the Public Works Department. SCOPE OF WORK: The work to be performed will consist of providing Land Surveying and Civil and structural Engineering in the preliminary, design, and right of way stages of County Road and Bridge Construction Projects as indicated beloW: PROJECT DESCRIPTION SCOPE OF WORK Hastings Ave. West Leland Creek Bridge Land Surveying, Civil Engineering Land Surveying, Civil And Structural Engineering Land Surveying, Civil Engineering Land Surveying Beaver Valley Rd. Dosewallips Road SUBMITTALS: Statements of Qualifications, Requests to be Considered for award of contracts for these services and requests for further information on these projects must be submitted to the JefferSon County Department of Public Works, Courthouse, Port Townsend, Washing- ton, 98368, Attention: Robert G. Nesbitt, P.E., County Engineer. Dated this 2:/ day of :;t~_'~~1 ,1986. BOARD OF JEFF~SON COUNTY COMMISSIONERS ~~ John . PittS, Chairman c 0,<<' ,< ~ ~ ~ t ~ ~~~~ ~~~~~ o <:>- ~<~ 4-.t +t ;: -I<- ~ j l~ --'d !:!;;i ~ 7'3[;' ~!:j i' ~-,:;Ig,e.~~ If CIl ~ir;i -Pf ~~.....'~ i; ~ III ~VJ> ~\' ~~'" '?p:: ~1t"~;r~s ~ ~~t:I" ~ ~ . IJ (f) ~,;t ~'" ~3. ;l =1" gi :> ~ I ~ qJ;~ f~ j(~. -~~i ~!::~ !f~~~~). ~s, f.~ti h~ ~ ~ ~ ~ t ~ ~ ~ ~h ~ 3- 8 ~ u< ~ f ~ ~ ~~ ; ~ i ~ ~ ~- ~o ~'"~ ~ !Ct !i &F'iS H~~ ~ftit ~~: ~ j" ~ ~~~~ .1~'~ W1- f r~1 p~ ~ ~ !n r; t% & .II 1 ~ :" V) "~ ~ J~ I~' ~ {~ ~ - D lS' ~ ~ o t.l ~ z ~ ..i: mm =,;;~ !~z KOO ;.~s " z 0 :oc: t>' ~ it~'" !.$~ c~ z .. \)Q ~ "'i) I N. ~ \1' b\ b\ -- --\~--- --,~-- /01 I ;?l?'O-" \\ ~ _ ~_ __ _~__ 3.__ _~__ i ----- -15-- -'B -- -IS - :!i //,< .(,1""'- ~tWll <La-~ o~ ~~ ~~ ,~ ~ ~ ... m m Check g c..h C :DC ~ P!!i g om ~ :DO ~~ dm 525 .. . ~ --.. -- & ~f CO ~ \ g ~ UI 8 \ g \.)) ~ % -- 8 .c.. c o ;.t ~ it- ~ ~ ~o- :'-- ~ IS' , ~I~ ~ ~ ~ tio ~~ om .. !:l z c i: .. m :D .. 8 n C i: ~ .. . ;; .. z'" . .. i1; r <1> ~ 0- n ., <1> <1> 1;' OJ ., ,.. 0- ao Ol ;0 Ol "0 .... III o Ol 3 Ol ~ ..... , .... '\. ....0 rc ~.r; " :IO....:a:o ...~~ -tOE oz.... lEC')z ~g6 ~z"" J=':;2;g lIEC')CIJ _0.... -c:- i;l~ _~:P" ~~ ""M H ! n ;0 o '" CD .... ~ ..: fa' ! i! i !! ~ .. I ~ ~ o Ol i [3 {, o f = I: " If ~ 1 1m :D ~ o :D C o -n OJ ~f g "" 0 CD (') '{' c:: ~ s:, ~ ~ ~ DD ~y ~ .: . ".: . ;j~ ~ ~ (A> ~ ~ ~~~ ~~~ ~~ i:\ ~ ~'i ~~';lo" ::, Ci. . ~~ ~ :." ~ * ~,~ ~' ~ ~ ~~?: ~ ~ ~.~ , ~ ~s. '<l ~,.,.. ~ ~~ ~----t ~ .J ~ G\ ~ rv ~ C2... " ~ ~ ~ ~ ( -- ------ ----- ----- C) ~ --i-- --~--- "JO-;?r ~~ ~ ..... ~ ~ ~ U) .,.. I - , w w :::" f , ~ ~ ... w $;;. ~ f C'\ -<: --<:: ~ ~ -\i--- ---~-- (.,//1' -.~ "" C) -.t.. '0 ....... ~ C> ~~ ~~ CS" ~ ~;J' ::-t r 0::::, 1" ~~, ~ "'"\~_1 ~~~ oQ 0" o.V~r; t:::-~~~ ~CI.!~'~~~~ ~~>- ~g~ ~~~ ~~ SJ ~ ~ ~ ~ ... ~ _~ ~ ~ -.J ~ :r:~ f. ~ '" ~~ to akli ~. t" ~ ~ ~ ~ " J . i lj ~ ~ ~ ~ ~ 'l'\ R ,~ ~. ~'t ~ --n-- --~~ c " ~ ~ ~ ... . " ~I~~ ~'f ~ c F3 D ~ -. <::::> - - ~ ~ ~ i i ~ i~~ ;~~ _. n m ~'O.. .;;;> ~~g i ~ ! Z ,. ....'" mm =~~ a:lz &.00 :~~ Hg ~' ,. 0.- "", 1$9 ~~ Z .... :?~ r- " ::: Check ~ C..h 0 ~g ~ ~;;t :; "'0 !!;~ tlm l::z ....0 .. . .. - .. w .. .. ;; .. :::~ a~ 8 " C '" m Z ;;I z'" it. ~o ~;a~. 1IU :JD !Ii; , =~i!" CliZ.... -=nZ ~g;;: ~Z"" p~;,g _n~ :::!!;O.- - c::: - I;li .g:ro -~ '"" r- 11l <- III ::l Cl. C") , 11l 11l ^ CD ;2. tit 11l l\J 11l ~ III o ~ 11l ::l .... ~i C") l\J o In 0> " . I ~ . !' 8 a: i Ii II CD i~ f. o ll> i a t [) ~ " c " II' a i! ~ I~ :JJ m o o :JJ C o "T1 !B c c '" 0 0:> 0 'f' c: ~ ~ o m V1 2: Ci1 ~l .-' Ji:{' ~j ~~$~" WASHINGTON STATE FEDERAL AID PROJECT HUMBER DEPARTMENT OF TRANSPORTATION lltto~ ..,ZOI" (5) CITY 'COUNTY AGREEMENT AClIIUII"'T HUU..,. SUPPLEMENT NO. I LAO 4 z. ~ The .liit>/J County of J IE: F 1> l! It ~<l,.d desires to supplement the agreement enterad into and executad on MA ~c ~ tc> l?fJl. as identified above. All provisions in tho basic agreement remain In effect except ss expressly modified by this supplement. The changes to the agreement are described as follows:. PROJECT DESCRIPTION Btl.,"'r,~ l2.e~"A<O<! rue"'. Cl!"< Length (,.,00.1'1 Narne Le '- ~"J III Termini Description. of Work 'I>./f.Uc..'1"'l/rz. 'E REP<-"'C.E 1"-"'-5'1" /j>J~ /..-"'''j br,Jrc ",-"H <<. P"U'fVIAVe...rr Reason. for. Supplement 11\JC.ItE.AS"~. 1'-' P.l:, TO H E.€-T /) .:..;;((;,"';~t:.f!l/ltI.e:tl.lr;VT$, a.Agency Work .................. b.Btale Services ................ c. Other ,C~H~i'.~;r:J!l,"!.T.".., d. Total Prelim. Eng. Coal Estimate Rlght-of.Wey e. Agency Work"......,.. ,...."....... ,............. .............. ...."........ .............. f. State Services ". . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .............. . . . . . . . . . . . . .. ..... . . . . . . . " .............. g. Other .... ,', ,',.............. .............. .............. .............. .............. .............. h. Total R/W Cost Estimate ConstrucUon I. Contract............... .............. .............. .............. .............. .............. Engineering. {.J. Agency Force... .............. .............. .............. .............. .............. _% k..State force.... .............. .............. .............. .............. .............. I.Audlt .................... ............ ............ ............ ............ ..,......... m.Other.. '....... ............. ............ ............ ............ ............ ............ n. Other ................... ............ ............ ............ ............ ............ o. Total ConstrucUon Cost Estimate p, ~2b~~S-OST ESTIMATE OF THE S ZDO 8; t5!I:JCJ /~ ODO 2, 6ClO /// zoo The local agency further atlpulates that pursuant to said Title 23, regulations. and policies and procedures. and as a condition to payment of the. Federal funds, Obligated. It accepts. and will comply with the applicable provisions. AGENCY OFFICIAL (1) Previous Agreementl Su lement ,,4 6!?9.... "" ;?~ 9.... . }'1:~%"" (2) Supplement ESTIMATE OF FUNDING (3) Estimated Tolal Project Funds , , ?O" !=?9,<;'l , . , . //,~g.~.... .. . J" . .. . .. , , /-f 00 (.) Eatimated Agency Fund. 4'00 ......'//:;13... ::::?j:~~i>::: Z 6'00 (5) Eatimated Federal Fundi . ..(,. ~0.'. ... ~oO .. '9"Z(; <:; .. . .../^ z 0'0'" 500 ... "'3;;0" .. .. '61 00 0" .. .'j::leoo".. By: WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CHAIRMAN. Counly Commlaalon.r./Mayor By: 8tal. AkI Engln.... Da'. ExKl.lIH WOA NO, AUTH, BY DATE P.E. a. Agency Work ................. b. State Work.. ;.. . .. . . . . . . . . .. . c. Other .................. ."... d. Total PrelimInary Engineering Cost _ Rlght.of.Wav. e. Agency Work. . . . . . . . . . . I, Stete Work.. . .. . .. . . .. , , , , .. , g,Othsr ...........,..,......' h, Total Right.of.Way Cost Conltructlon I. Contract. . . . . . . . . . . . . . . Engineering {J, Agency Force... _% k. Slele Force. .. . I, Audit ......,....".".". m, Other "..".......""" n. Other .................,. o. Total Conelrucllon Coat W,S,D,O.T. USE ONLY/WORK ORDER ACCOUNTING PLAN Prog. Oi.\. c.s. FHWA Appr. 0818 PREVIOUS REQUESTEO TOTAL AUTH. CODE DOT :~: 1.o8:I...,ua ~.~ "- - __c/~d_,___~<---,,~#,e.--~__C/tft-~8 7 ~L/JJ~,_":-_-5t.L4V-~';L..-_,A~dCg:',,,;r-.~tt2'?....6/?~' _____&J1;r-.-,,.:GWrJSt,:bJt2--lP..lfJ:,./8a.ML. <:!B$ - t1t.::r:z. ~~ '''" ...._' .,_" '__~:_ 1 2 3'==-=--== 4 i~ i54(,,,tkf~H0_L/)I!rLP '" ~. ~;;".:J}' -2j:'}{ A. "~_:~Z.).1~~,,------ \; ~',} ..,. /- i" a :~~~~ 4 ___2)Z/6!c;..,--,---\\ s =- . _~===~=] ,._6_ .. _.__..___ __._''''_ .._.... --",. .' ) "8 9 ~~ o ~I ; 10 : ; I: : I " , " , : I, , i " 11 , 12 13 -I' 15 . I. ..:2. __._.."..._--....-----.-"u.'''. 18 I. " 19 20 21 22 \':23 24 ii 25 2. 27 : i -. 18 , o d J"lllo "<ao#"" \'~S!J ^ J - ;;; /,:-/'. "'1'.'."" ~! .",..' 1== ICES LEGAL NOTICES ~f Porl Jeffer.on Ca~nly eived Department of Public r, 0 Worles, Courthouse, antial Port Townsend, W A tmll in 98368. ,h Ihe Doled Ihis 27th day of !nsend July, 1987, oment JEFFERSON COUNTY Any BOARD OF o ex. COMMISSIONERS to be larry W. Dennision, action Chairman 'icalion B.G. Brown, Member r.JeHer- George C. Brown, nning Member oparl. 1465 B.12 1220, ~end' PUBLIC NOnCE 8) in PUBLIC inJUTY DISTRICT teresl NO. J Of JEfFERSON ber 4,. COUNTY, WASHINGTO.N . Effective Augult )5, I Seat; 1987 Ihe required ad. . vance deposit for the)n.. e pro- . atallation of a water ser- uct a vi~e line with meter will k and' be increased to: Idings S475.00 lor 0 3/4" nsient meter service, $525.00 I th~ for 0 1" meter lervice. i Parl As before, Ihe applicanl The will only be charged for e for the actual cost of the in- e of $tollation; if the actual ealtre cost is leu than the ~kt~ ~:fu~dilih~h~e~~:~id'.;-~I enty the deposit and jf the DC- p-out tuol cOst is more.. the posal District will require an uld ex- additional deposit. .f 150 John Floyd, Manager . 'ower 1464 B.5 ..dock .ost of /lyden. Ipland dude a k'ooms fpOllY 'Paved 'land 'pland ; dock.. 11m. lite Is llane, , Ad. I Parl NonCE Of APPUCATlON Shorellnl Substantial De,"lopmon. '"nnlt Rkhord A. Soy/lrth NOTICE, NOlice is hereby given Ihat Jeffer. son County..City of Port Townsend has received application for a ,horeline substantial development permit in compliance with the JeHenon_Port Townsend Shoreline Management ~ (7) ~.".:;":i /'/ C \ J:._-~' .ffC? '/ r !,' PORT TOWNSEND LEADER-Wednesday, Aug. S. 1987-(:.11 LEGAL NOTICES LEGAL NOTICES LEGAL NOTICES (AU fOR liDS CR0587 Notice is hereby given that the Board of County Commissionerl of Jefferlon County, State of Washington, will receive sealed bids up until the hour of 10:30 a.m... Augult 17, 1987,o"he office of the County Commissionerl, Cour;thouse, 1820 Jefferson Street, Port Townsend, Washington, 98368.. '0 be opened and read at that date and time for improvement of 0.085 mil. of Rice Lob Rood, County Rood no, 344009, C,R,P. 567. Je<<erson Coun.y, by replacing existing log bridge with a permanent 20.foot wide" singl. lane concrete bridge and constructing aingle lane approaches Including grading, drainage, and varioul other work as delcribed in the contrad document.. Maior items of work will be 0.45 Acrel Clearing and Grubbing.. Removing Exi,ting Bridge, 1044 C.Y. Roadway Excavation, including haul, 990 C.Y. Compacting Earlh Embonkmenls, Furnishing and Placing 365 C,Y. Bollas., B7 C, Y. Crushed Surfacing Top Course, 66 Tons Ughl Laos. Rip Rap, Fur. nishing and Installing, 180 L.F, HP 12x5~ Pila" 12 Eoch 10 Go. 2'xl0' (2....x6".... Corrugations) Steel Bridge Decking, 1612 Lbs. Steel Reinforcing Bar, IBC.Y. Concrete do.. B Bridge Ends, 68.3 L.F. Traffic Borrior, 5 Each 18"x32' Precast Prestressed Slab, 2 Each Furnishing and Driving St..l T..t Pile, 2 Each Beam Guardrail Anchor Type 1,2 Each Beal1lGu.rdrail Anchor Type 1,2 Each Beam Guardrail Anchor Type 2, 3B7 L,F, W Beom Guard. rail, 12 Each 10 in x 10 in. Treated Timber Post.. ,33 C.Y. Structure Excava- t;on Class A.. including haul, 0.18 Acres Seeding and fertilizing, Trimming and Cleanup.. Surv8yjng. ~ids sholf be submitted in accordance with the plans and specitications on fil. at the oHice of the Director of Public Works, Courthouse, Port TO'Nn18nd, Washington, where copies may be obtained by depositing $25.00. The deposit will be refunded if the plans and Ipecifications are returned in good condition within 10 days of bid opening. Ead. bid shall be accompanied by a surety bond.. pOltal money order.. cosh.. cashien check or certified check payable to the Treasurer of Jeffenon County In Ihe .um of 5% of lhe bid amount, 10 be forfeited 10 Jeffenon County by Ihe successful bidder if he fails to enter into a controct and file an acceptable surety bond in the amount of 100% of the contract price withinte" (10) days of the award. The board 01 County Commissioners reserves the right to reject any and all bid$, and to accept the bid deemed most advantageous to Jeffer- son County and to waive aff informalities in the bidding. Da.ed Ihis 3rd day of Augusl, 1987. BOARD OF JEFFERSON COUNTY COMMISSIONERS Lorry W. Dennison, Chairman : I 15B5 B-12 "GOOD GRIEF'" "OR DARK!" o 6 CALL FOR BIDS CR058'7 Notice is hereby given that the Board of County commissioners of 3efferson county. state of Washington. will receive sealed bids up until the hour of 10:30 A.M.. August 1'7.198'7, at the office of the County commissioners. Courthouse. 1820 Jefferson Street. port Townsend. Washington, 98368. to be opened and read at that date and time for improvement of 0.085 mile of Rice Lake Road. county Road no. 344009. C. R. P. 58'7. Jefferson County. by replacing existing log bridge with a permanent 20-foot wide. single lane concrete bridge and constructing sing le lane approaches including grading. drainage. and various other work as described in the contract documents. Major items of work will be 0.45 Acres Clearing and Grubbing, Removing Existing Bridge, 1044 C.Y. Roadway Excavation. including haul, 990 C.Y. compacting Earth Embankments. Furnishing and Placing 365 C.Y. Ballast, 8'7 C. Y. Crushed Surfacing TOp Course. 66 Tons Light Loose Rip Rap. Furnishing and Installing. 180 L.F. HP 12x53 Piles. 12 Each 10 Ga. 2'xl0' (2.x6~" corrugations) steel Bridge Decking. 1612 Lbs. Steel Reinforcing Bar. 18 C.Y. Concrete Class B Bridge Ends. 68.3 L.F. Traffic Barrier, 5 Each 18"x32' Precast prestressed Slab, 2 Each Furnishing and Driving steel Test pile. 2 Each Beam Guardrail Anchor Type 1. 2 Each Beam Guardrail Anchor Type 1. 2 Each Beam Guardrail Anchor Type 2, 38'7 L.F. W Beam Guardrail. 12 Each 10 in. x 10 in. Treated Timber Post. 33 C.Y. structure Excavation Class A. including haul. 0.18 Acres Seeding and Fertilizing. Trimming and Cleanup. surveying. Bids shall be submitted in accordance with the plans and specifications on file at the office of the Director of Public Works, courthouse, Port Townsend. Washington. where copies may be obtained by depositing $25.00. The deposit will be refunded if the plans and specifications are returned in good condition within 10 days of bid opening. Each bid shall be accompanied by a surety bond. postal money order. cash, cashiers check or certified check payable to the Treasurer of 3efferson county in the sum of 5% of the bid amount. to be forfeited to Jefferson county by the successful bidder if he fails to enter into a contract and file an acceptable surety bond in the amount of 100% of the contract price wi thin ten (10) days of the award. The board of County Commissioners reserves the right to reject any and all bids. and to accept the bid deemed most advantageous to Jefferson County and to waive all informalities in the bidding. Dated this ~daY of ~~~ . 198'7. JEFFERSON COUNTY Chairman --- - o c:c INDEPENDENT ESTIMATE FOR CONSULTING SERVICES BREAKDOWN OF ~ORK MAN. AVfRIoCE ESTIMATfD HOURS RAn: OF PAY COST Field work (land surveying, profile, cross 240 11.00 2,640.00 section, topography) R/W descriptions, computer. work 32 15.00 480.00 Drafting (~/W plan & contour map) 72 9.00 648,00 Plan review & secretarial 12 16.00 192.00 TOTALS --- 356 I 3,960.00 DIRECT SAL...Ry COST ICO,"pOlill}' OVERHEAt) COST (Including "....,011 ~dlllwsJ ~ 5 544 00 1,425.60 NET F" 15% DIRECT NON.SALARY COST: A.. TRAVEL. AND PEA 01[" .0' _[PAODUCTION EXPENSES 100 C. COMPUTER ElCP€N5E D. COMMUNICATION E. !lAMPI-INQ AND TESTING Ft. OUTSIDE CONSULTANTS O. OTHER ,Sp.c"V) TOT.AL 1 00 IUB.TOTAL 111.029.60 551. 48 .CONTINGENCIES GRAND TOTAL 111,5RI DB JEFFERSON COUNTY PUBLIC WORKS PIlOlltCT NO. AGENCY BROS 2016 (5) ...O.ll:C;T TITLA LELAND CREEK BRIDGE ~-'J..J .E"1l..t$>11V~~L . fJr. onl,- 0" coif pfu. IN' I. .....,. of 1M""""" DOT '\;:/40-421 (lAG) DOT FO." ....." ,.,.. AIIIo.. 'f'lI--_af~ ....- !i '"' ;l ...-~ HECE~\lED AUG 7 1987 "f!\CQ!M DISTRiCT A,G,C Of IN'1SH JEFFERSON COUNTY SPECIFICATIONS AND CONTRACT DOCUMENTS FOR LELAND CREEK BRIDGE REPLACEMENT RICE LAKE ROAD COUNTY ROAD NO. 344009 COUNTY ROAD PROJECT NO. 587 JEFFERSON COUNTY PUBLIC WORKS NOTICE TO PLANHOLDER Theoff1ee to adm1n1ster this contract 1s the Jefferson County Department of'Pub11e Works, P.O. Box 1220 Port.. Townsend. WA 98368 Telephone: (206) 385-3505 - ooz . ..~ TABLE OF CONTENTS PAGE INTRODUCTION. , . , . . . , . . . . . . . . . . . . . , . , . . . . . , , . , . . . . . . . . , . . . . . . , . . ., 1 AMENDMENTS TO THE STANDARD SPECIFICATIONS SECTION 1-01. DEFINITIONS AND TERMS.... . ........ .. ., ., ......... ., SECTION 1-02. BID PROCEDURES AND CONDITIONS................ .... ..2-3 SECTION 1-03. AWARD AND EXECUTION OF CONTRACT....... ............. 3 SECTION 1-04. SCOPE OF WORK. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . .3-4 SECTION 1-05, CONTROL OF WORK................................... .4-5 SECTION 1-06, CONTROL OF MATERIAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., 5 SECTION 1-07, LEGAL RELATIONS /it. RESPONSIBILITIES TO THE PUElLIC...5-8 SECTION 1-08. PROSECUTION AND PROGRESS... ........... ....... .... ..8-9 SECTION 1-09, MEASUREMENT AND PAyMENT.... .., ........ .,..... .... ..9-16 SECTION 2-01, CLEARING. GRUElBING. AND ROADSIDE CLEANUP........... 17 SECTION 2-02. REMOVAL OF STRUCTURES AND OBSTRUCTIONS... .... ...... 17 SECTION 2-03. ROADWAY EXCAVATION AND EMBANKMENT..... ............. 17 SECTION 2-09. SECTION 3-03, SECTION 6-01. SECTION 6-02. SECTION 6-05, SECTION 6-10, SECTION 7-01, SECTION 8-01, STRUCTURE EXCAVATION.............................. .18-19 SITE RECLAMATION.......... . . . . . . . . . . . . . . . . . . . . . . . . .19-20 GENERAL REQUIREMENTS...... . . . . . . . . . . . . . . . . . . , . , . . ., 20 CONCRETE STRUCTURES........ ................ ...... ..20-35 PILING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .35-38 CONCRETE BARRIER.......... ............ . .. ......... .38-40 DRAINS. . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . .. 40 ROADSIDE SEEDING........... ..........,............ .40-41 SECTION 8-11, GUARD RAIL.. . . . . . . . . . . . . . . . . . . . . . . . , . , . . . . . . . . , . . .. 41 SECTION 9-00, MATERIALS..,....................................... 41 TABLE OF CONTENTS (CONT. ) PAGE SECTION 9-03, AGGREGATES...,........................,........... .41-43 SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS AND CONDUITS.... .....44-48 SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS......... ....49 SECTION 9-07, REINFORCING STEEL... ............. ............. .....49-50 SECTION 9-09, TIMBER AND LUMBER.....,.."................ , . . . ., .. 50 SECTION 9-14, ROADSIDE SEEDING AND ROADSIDE PLANTING........ .....50-58 SECTION 9-16, FENCE AND GUARD RAIL............................... 58 SPECIAL PROVISIONS PREQUALIFICATION OF BIDDERS.........,............................ 59 DATE OF OPENING BIDS........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., 59 DESCRIPTION OF WORK......... . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. 59 ,CONSIDERATION OF BIDS............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .59-60 FUNDS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 60 SURVEYING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .60-61 AMERICAN-MADE MATERIAL...... .......................... .., .. . ..... 61 PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES.... . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . .. 61 STATE SALES TAX............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 62 GAME, FISHERIES. AND ECOLOGY REGULATION.......................... 62 LOAD LIMITS......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .62-63 WAGES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 63 LONGSHOREMEN'S AND HARBOR WORKER'S COMPENSATION ACT......... ..... 63 CERTIFICATION OF NON-SEGREGATED FACILITIES........ .., ....... ..... 63 EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES............... .....63-71 TABLE OF CONTENTS (CONT. ) PAGE REQUIRED FEDERAL AID PROVISIONS..., .... .,.......... ,.. .... .,.... 71 DISADVANTAGED BUSINESSES AND WOMEN'S BUSINESS ENTERPRISE PARTICIPATION (DB/WBE)... .................... ..... ,. .71-79 ARCHAEOLOGICAL AND HISTORICAL OBJECTS............ ....... ...,....79-80 UTILITIES. . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . , . . . . . .80-81 COUNTY ROAD CLOSURE..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 81 CONSTRUCTION SIGNING, TYPE III BARRICADE......................... 81 PUBLIC CONVENIENCE AND SAFETy................................... 81-82 ORDER OF WORK............. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 82 PROGRESS OF WORK.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 83 PROSECU'L'ION OF WORK..... ...... ....... .. .... ........ , ... ,......,.. 63 TIME FOR COMPLETION........................... . . . . . . . . . . . . . . . . . .. 83 FORCE ACCOUNT MOBILIZATION.... ......... .... ... ...... ............, 83 MEASUREMENT AND PAyMENT....................... . . . . . . . . . . . . . . . . . . .83-84 CLEARING AND GRUBBING................ . . . . . . . . . . . . . . . . . . . . . . . . . . .. 84 REMOVAL OF EXISTING STRUCTURE................. ..... .............. 84 COMPLETION OF SUBGRADE............... . . . . . . . . . . . . . . . . . . . . . . . . . . .. 84 FIBER CLOTH FOR UNDERDRAIN......................... ............. .84-85 DISPOSAL OF SURPLUS MATERIAL.................. . . . . . . . . . . . . . . . . . .. 85 EMBANKMENT COMPACTION............................................ 86 COMPACTION TESTING OF ROADWAy.................................... 86 BRIDGE APPROACH EMBANKMENT CONSTRUCTION SEQUENCE................. 86 MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT......... .....,..86-87 STRUCTURE EXCAVATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 87 SOURCE OF MATERIALS.. . . . . . . . , . . , . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . .. 87 TABLE OF CONTENTS (CONT. ) PAGE HAULING ON OTHER THAN STATE HIGHWAYS... .........., ......., .,.... .67-68 SITE RECLAMATION...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 88 GROUT. . . . . . . . . . . . . . . . , . ' . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . , . . . . .68-69 PRECAST PRESTRESSED SLABS........... ....... ....., ................89-92 BRIDGE MINOR ITEMS..,.......,.................,., . . . . . . . . . . . . . . .. 92 CONCRETE MIXES INCORPORATING FLY ASH... .......... .............. ..92-93 ELASTOMERIC BEARING PADS................,..,..................... 93-94 PILE TIP ELEVATION........,...................................... 94 STEEL PILE TIP........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., 94 FURNISHING AND DRIVING STEEL TEST PILES.... ....., .... ........,...94-95 DRIVING PILING...... . , . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . ., 95 TRAFFIC BARRIER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., 95 STEEL BRIDGE DECKING................... ........., .... ....,..... ..95-96 LIGHT LOOSE RIP RAP....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 96 SHAPING OF SLOPES AND DISTURBED AREAS.. .... .., ..,.......... ,..... 96 ROADSIDE SEEDING AND FERTILIZING......,....... . . . . . . . . . . . . . . . . . . .96-97 WAGE RATE FORMS.........................,........................ 97 STANDARD PLANS...........................................,...... .97-107 TYPICAL TRAFFIC CONTROL PLANS.......... ..........................108-110 REQUIRED FEDERAL-AID CONTRACT PROVISIONS.........................111-122 PREVAILING MINIMUM HOURLY WAGE RATES........,... .... .............123-159 PROPOSAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . .160-162 CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF STATUTORY RETAINED PERCENTAGE. .................. ................. 163 NON-COLLUSION AFFIDAVIT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., . . . . ., 164 - . ....- TABLE OF CONTENTS (CONT. ) PAGE DISADVANTAGED BUSINESSES AND WOMEN'S BUSINESS ENTERPRISE UTILIZATION CERTIFICATION............,................ 165 CONTRACT {SAMPLE)................................................ 166 CONTRACT BOND {SAMPLE)........................................... 167 ATTACHMENT: PLANS - INTRODUCTION The following amendments and special provisions shall be used in conjunction with the 1964 Standard Specifications for Road,Bridge, and Municipal Construction adopted in June, 1964. ' Where the term "Commission" or "Washington State Transportation Commission" appears in the Standard Specifications or Special Provisions, it shall be interpreted to mean the Board of County Commissioners of Jefferson County. Where the term the Standard interpreted to such agents as "Department" or "Department of Transportation" appears in Specifications or Special Provisions, it shall be mean the Director of Public Works of Jefferson County and are authorized to act in his behalf. Where the term "Engineer" appears in the Standard Specifications or Special Provisions, it shall be interpreted to mean the County Engineer of Jefferson County, acting directly or through his duly authorized representatives. Where the term "State" appears in the Standard Specifications or Special Provis ions, it shall be interpreted to mean Jefferson County acting through its authorized representatives. Where the term "State Treasurer-Department of Transportation" appears in the Standard Specifications, it shall be interpreted to mean Jefferson County Treasurer, acting through its authorized representatives. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following amendments to the standard specifications are made a part of this contract and supersede any conflicting proviSions of the standard speci fica tions. For informational purposes, the date following each amendment title indicates the implementation date of the amendment or the latest date of revision. Each amendment contains all current revisions to the applicable section of the standard specifications and may include references which do not apply to this particular project. SECTION 1-01, DEFINITIONS AND TERMS (March 25. 1985) 1-01.21 Roadbed This section is revised to read: The graded part of the roadway within top and side slopes, prepared as a foundation for the pavement structure and shoulders. 1 Ilo-, - . ....- 1-02.8 Non-Collusion Certificate This section, including the heading, is revised to read: 1-02.8 Non-Collusion Affidavit When required by Section 112(c) Title 23, United States Code, a bidder shall certify that he has not participated in collusion or other. action in restraint of competitive bidding. 23 CFR Part 635, Section 635.107 requires that: "Each bidder shall file a sworn statement executed by, or on behalf of the person, firm, association, or corporation submitting the bid, certifying that such person, firm, association, or corporation has 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 submitted bid. This sworn statement shall be in the form of an affidavit executed and sworn to by the bidder before a person who is authorized by the laws of the State to administer oaths.The required form for the affidavit will be provided by the State to each prospective bidder. Failure to submit the sworn statement as part of the bid approval package will make the bid nonresponsive and not eligible for award consideration". The affidavit shall be executed and sworn to before a person who is authorized to administer oaths. By signing the proposal, the bidder will be deemed to have signed and agreed to the provisions of the Non-Collusion Affidavit. SECTION 1-03, AWARD AND EXECUTION OF CONTRACT (December 31, 1984) 1 03.2 Award of Contract This section is revised to read: A contract will normally be awarded or bids rejected within 30 calendar days after the bids are opened. Upon mutual consent of the lowest responsible bidder and the Department, the 30 calendar day limit may be extended. After expiration of the 30 day limit, if no mutual agreement has been reached regarding extension, the Department reserves the right to award the contract to the next lowest responsible bidder. The successful bidder .will be notified in writing when the contract has been awarded. SECTION 1-04, SCOPE OF THE WORK (March 25, 19851 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Addenda The first sentence in the second paragraph is revised to read: In case of discrepancies, Plans shall govern over Specifications; Supplemental Specifications shall govern over Standard Specificatio- ns; Special Provisions shall govern over Specifications and Plans; and units of measurement on the Proposal shall govern over units of 3 measurement contained in the Special Provisions. 1-04.5 Procedure and Protest by the Contractor The second paragraph is revised to read: The Contractor also accepts any written or oral order. direction. instruction. interpretation. or determination from the. Engineer by failure to protest as provided in this section and by failure to follow the procedures provided in Section 1-09.11. 1-04.7 Changed Conditions (Differing Site Conditions) The following is added after the last paragraph: No claim by the Contractor under this clause shall be allowed unless the contractor has followed the procedures provided in Sections 1-04.5 and 1-09.11. SECTION 1-05. CONTROL OF WORK (November 17, 1986) 1-05.3 Plans and Working Drawings The third and fourth paragraphs are revised to read: The Contractor shall submit supplemental working drawings that are required for the performance of the work. Supplemental working drawings shall be on 24 inch by 36 inch sheets or on small sheets with dimensions in multiples of 8-1/2 by 11 inches. The Engineer's written approval of the drawings shall be obtained before any work is done as proposed by the drawings. 1-05.13 Superintendents. Labor. and Equipment of Contractor The third paragraph is revised to read: Competent supervisors experienced in the task being performed shall continuously supervise all contract work. A superintendent that repeatedly fails to follow any written or oral order. direction. instruction. or determination from the Engineer shall be immediately removed from the project by the Contractor upon written request of the Engineer. and the Contractor shall designate in writing a new superintendent. All incompetent. careless. or negligent employees shall be immediately replaced by the Contractor upon written request of the Engineer. Failure of the Contractor to comply with such a request from the Engineer shall be sufficient grounds for termination of the contract under the terms of Section 1-08.10 of these specifications. Add the following after the fourth paragraph: The Contractor's performance and compliance with the terms of the contract will be rated by the Engineer. The rating will be in the following categories: 4 1. Progress of Work; 2. Quality of Work; 3. Equipment; 4. Administration/Management/Supervision; and 5. Coordination and Control of Subcontractors. Any unacceptable reports will be taken into consideration when determining a Contractor's prequalif ication in accordance with RCW 47.28.070. SECTION 1-06. CONTROL OF MATERIAL (Mav 27. 1986) 106.3 Vacant This section is revised to read: 106.3 Manufacturer's Certificate of Compliance The Engineer may accept certain materials on the basis of a Manufacturer's Certificate of Compliance as an alternative to material inspection and testing. When a Manufacturer's Certificate of Compliance is authorized by the standard specifications or special provisions, the certification shall be furnished prior to use of the material. The Contractor may request, in writing, authority from the Engineer to install such material prior to submitting the required certification, however, no payment will be made for the work in the absence of an acceptable Manufacturer's Certificate of Compliance. The Department reserves the right to deny the request for good cause. The Manufacturer's Certificate of Compliance must identify the manufacturer; the type and quantity of material being certified, the applicable specifications being affirmed and the signature of a responsible corporate official of the manufacturer and include supporting mill tests or documents. A Certificate of Compliance shall be furnished with each lot of material delivered to the work and the lot so certified shall be clearly identified in the certificate. All materials used on the basis of a Certificate of Compliance maybe sampled .and tested at any time. Any material not conforming to the requirements will be subject to rejection whether in place or not. The Department reserves the right to refuse to accept materials on the basis of a Certificate of Compliance. .SECTION 1-07. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC (October 27. 1986) 1-07.1 Laws to be Observed The last sentence of the third paragraph is deleted. 1-07.5 Game, Fisheries and Ecology Regulations 5 ...... - . ....- This section is revised by adding to the list under the subheading, State'. Department of Ecology, the following: 6. Immediately notify the accidental spill of oil, waters of this State, Department of Ecology should any chemicals, or sewage occur into the 1-07.9 Wages The fourth paragraph is supplemented with the following: When the project involves both highway work and building work, the contract may list a Federal wage and fringe benefit rate for the highway work and a separate Federal wage and fringe benefit rate for the building work. The area in which the worker is physically employed shall determine which Federal wage and fringe benefit rate shall be used to compare against the State wage and fringe benefit rate. The sixth paragraph is revised to read: postina Notices. In a location acceptable to the Department of Labor and Industries, the Contractor shall post: 1. One copy of the approved "Statement of Intent to Pay Prevailing Wages." 2. One copy of the prevailing wage rates for the project. 3. The address and telephone number of the Industrial Statistician for the Department of Labor and Industries (along with notice that complaints or questions about wage rates may be directed there), and 4. FHWA 1495/1495A "Wage Rate Information" poster if the project is funded with Federal Aid. The twelfth paragraph is revised to read: Certified payrolls are required to be submitted to the Engineer, from the Contractor and all subcontractors or agents, on all Federal Aid projects and, when requested in writing by the Engineer, on projects funded with only state funds. If these payrolls are not supplied within 10 calendar days of the end of the preceding weekly payroll period for Federal Aid projects or within 10 calendar days from the date of the written request on projects with only State funds, any or all payments may be withheld until compliance is achieved. Also, failure to provide these payrolls could result in other sanctions as provided by state laws (RCW 39.12.050) and/or Federal regulations (29 CFR 5.12). All certified payrolls shall be complete and explicit. Employee classification codes used on certified payrolls shall coincide exactly with the classification codes listed on the minimum wage schedule in the special provisions. When an apprentice is shown 6 - . ". on the certified payroll at a rate less than the minimum prevailing wage rate, his/her apprenticeship registration number from the State Apprenticeship Council shall be shown along with the correct employee classification code. 1-07.13 Contractor's Responsibility For Work The first sentence of exception no. 5 is revised to read: Any temporary work such as detours, detour structures, or temporary illumination which is damaged as a result of vandalism, third party damage or under the conditions specified in Item 1 above, subject to the following limitations: 1-07.14 Responsibility For Damage The third and fourth paragraphs are revised to read: The Contractor shall indemnify, defend, and save harmless the State, Commiss ion, secretary, and all officers and employees of the State from all claims, suits. or actions brought for injuries to. or death of, any persons or damages resulting from construction of the work or in consequence of any negligence regarding the work, the use of any improper materials in the work,caused in whole or in part by any act or omission by the Contractor or his agents or employees during performance or at anytime before final acceptance. In addition to any remedy authorized by law, the State may retain so much. of the money due the Contractor as deemed necessary by the Secretary to assure indemnification until disposition has been made of such suits or claims. The Contractor shall indemnify, defend, and save harmless any county, city, or district, its officers, and employees connected with the work. within the limits of which county, city, or district the work is being performed, all in the same manner and to the same extent as provided above for the protection of the State . its officers and employees, provided that no retention of money due the Contractor be made by the State except as provided in Chapter 60.28 RCW, pending disposition of suits or claims for damages brought against the county, city, or district. The following paragraph is added after the fourth paragraph: If the claim, sui t, or action for injuries, death, or damages as provided for in the preceding paragraphs of this specification is caused by or results from the concurrent negligence of (al the indemnitee or the indemnitee's agents or employees and (b) the indemni tor or the indemnitor's agents or employees, the indemnity provisions provided for in the preceding paragraphs of this specification shall be valid and enforceable only to the extent of the indemnitor's negligence. 1-07.18 Public Liability and Property Damage Insurance 7 The first sentence of the second paragraph, up to the colon, is revised', to read: The State shall be specifically named as an insured in a policy with i the same company which insures the contractor or by an endorsement to an existing policy or with a separate carrier approved pursuant to Title 48 RCW in the following form: Item 1.(j) of the second paragraph is revised to read: to Bodily Injury or Property Damage arising out of the discharge, dispersal, release, or escape of smoke, vapors, soot, fumes, acid, alkalies, toxic chemicals, liquids or gases, waste materials or other irri tants, contaminants or pollutants into or upon land, the atmosphere, or any water course of body of water, The third paragraph is revised to read: The amounts of coverage .for the Contractor and the State shall in either instance be not less than a single limit of $1,000,000 for bodily injury including death and property damage per occurrence. 1-07.21 Rock Drilling Safety Requirements This section is revised to read: It shall be the Contractor's responsibility to maintain safe working conditions for rock requiring drilling, by keeping dust' concentrations below the threshold limit value or by providing those protective devices that may be required by the Department of Labor and Industries. 1-07.23(4) One-Way Piloted Traffic Control Through Construction Zone The second sentence of the sub-paragraph under Contractor Furnished One- Way Piloted Traffic Control is revised to read: The method of calculating reimbursement will be by using only that portion of section 1-09.6 for (la, lb, ic, ld) Labor and (3) Equipment. SECTION 1-08. PROSECUTION AND PROGRESS (Februarv 17. 1987) 1-08.1 Subcontracting The third paragraph is revised to read: The Contractor shall submit, along with the request to sublet, the names of contracting firms that are to act as agents to the subcontractor. The agents collectively shall not perform work involving over 25 percent of the total subcontract amount. The 25 percent limitation does not apply if the subcontract J.s for a specific structure or structures and the agents' work is driving piles, furnishing and driving test piles, or installing reinforcing 8 - . ....- steel. Other than the percentage requirement, the agents shall be subject to the same requirements as subcontractors. 1-08.5 Time for completion The second sentence of the first paragraph is revised to read: The contract time shall start with the first working day following the 25th calendar day after award of the contract, or the first working day following execution of the contract by the Board of County Commissioners, whichever occurs last, or such other day which may be specified in the Special Provisions. The sixth sentence of the first paragraph is revised to read: Recognized holidays shall be as follows: January 1, the third Monday of January, the third Monday of February, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day and the day following Thanksgiving Day, and December 25. 1-08.6 Suspension of Work The following is added after the last paragraph: No claim by the Contractor under this clause shall be allowed unless the Contractor has followed the procedures provided in Sections 1-04.5 and 1-09.11. 1-08.9 Liquidated Damages The fourth sentence of the fourth paragraph is revised to read: For overI'uns 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 date of actual completion of all the. contract work. SECTION 1-09. MEASUREMENT AND PAYMENT (March 24.1986) 1-09.2 Weighing Equipment The fifth and sixth sentences in the second paragraph under Specific Requirements for Platform Scales are revised to read: All weigh or load tickets shall contain the gross weight, tare weight, net weight and the identity of the material weighed. Tare weights shall be taken of each conveyance at least twice daily. The following paragraph is inserted after the second paragraph under Specific Requirements for Platform Scales: All commercial and certified weighers are required to check the scales at least daily. The scale check methods and documentation procedures for scale checks and tare weights will require approval by 9 the Engineer. Checks shall be made throughout each day to see that~. the scales are balanced and return to zero when no load is on them. 1-09.6 Force Account The second full paragraph including the sentence beginning with "The 10 percent supplemental markup. ..." is revised to read: When work is performed on a force account basis by approved subcontractors, the Contractor will be allowed an additional markup equal to five percent of the total cost computed for 1, 2, and 3 above for all administrative costs. 1-09.8 Payment For Material on Hand The second paragraph is revised to read; The cost of the materials produced by the Contractor such as sand, gravel, surfacing material, or aggregates will be determined by written evidence supplied by the Contractor in sufficient detail to determine his actual cost to produce the materials. The cost of other materials will be determined by invoices from a material supplier in sufficient detail to determine the actual cost. The Contractor shall furnish the Engineer a paid invoice wi thin 60 days of the initial payment. If the paid invoice is not furnished in the prescribed time, any payment that had been made will be deducted from the next progress estimate until the paid invoice is furnished. 1-09.9 Payments The fourth paragraph is revised to read: Failure to perform any of the obligations under the contract by the Contractor may be decreed by the State to be adequate reason for withholding any payments until compliance is achieved. The fifth paragraph is revised to read: Upon completion of all work and after final inspection (Section 1- 05.11), the amount due the Contractor under the contract will be paid based upon the final estimate made by the Engineer and presentation of a Final Contract Voucher Certification signed by the Contractor. Such voucher shall be deemed a release of all claims of the Contractor except such claims. in stated amounts, as are expressly identified and excepted from the Contractor's certification on the final Contract Voucher Certification. The date the Secretary signs the Final Contract Voucher Certification constitutes the final acceptance date (Section 1-05.12). If the Contractor fails, refuses, or is unable to sign and return the Final Contract Voucher Certification or any other documents required for the final acceptance of the contract, the State reserves the right to unilaterally accept the contract. Unilateral acceptance will 10 . " ~ I _. i" -. '~ ' " .. occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to vOluntarily submit such documents. If voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will be provided by certified letter from the Engineer to the Contractor which will provide 30 calendar days for the Contractor to submit the necessary documents. The 30 calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer requesting the necessary documents. This reservation by the State to unilatet-ally accept the contract will apply to contracts that are completed in accordance with Section 1-06.5 or for contracts that are terminated in accordance with Section 1-06.10. Unilateral acceptance of the contract by the State does not in any way relieve the Contractor of the responsibility to comply with all laws, ordinances, and regulations - Federal, State, or local - that affect the contt-act. The date the Secretary unilaterally signs the Final Contract Voucher Certification constitutes the final acceptance date (Section 1-05.12) . For the convenience of the parties to the contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the State of Washington at-Ising from the contract shall be brought within 160 calendar days from the date of final acceptance (Section 1-05.12) of the contt-act by the State of Washington; and it is further agreed that any such claims or causes of action shall be brought only in the Superior' Court of Thurston County. The parties understand and agree that the Contractor's failure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which the Contractor asserts against the State of Washington arising from the contract are filed with the State or initiated in court, the Contractor shall permit the State to have timely access to any records deemed necessary by the State to assist in evaluating the claims or action. 1-09.10 Payment for Surplus Processed Materials Item 2 and Item 4 of the first paragraph are revised to read: 2. Material that has a value of $1,000 or more as determined by actual production cost; 4. The quantity of material derived by subtracting the actual quantity used on the contract from 125 percent of the plan quantity (or plan quantity adjusted by change ot-der) or the quantity of material derived by subtt-acting the actual quantity used on the project from the actual quantity produced, whichevet- is less. Section 1-09 is supplemented by the following: 1-09.11 Disputes and Claims 11 - ..."'......- 1-09.11(1) Disputes When disputes occur during a contract, the Contractor shall pursue resolution through the Project Engineer. If the negotiation fails to provide satisfactory resolution to the dispute, the Contractor shall follow the procedures outlined in Section 1-04.5. If the negotiation resul ting from the procedures outlined in Section 1- 04.5 fails to provide satisfactory resolution, the Contractor shall pursue the more formalized method outlined below for submitting a claim. 1-09.11(2) Claims If the Contractor claims that additional payment is due and the Contractor has pursued and exhausted all the means provided above to resolve a. dispute, the Contractor may file a claim as provided in this section. If the written notifications provided in Section 1-04.5 are not given, and if the Engineer is not afforded reasonable access by the Contractor to complete records of actual cost and additional time incurred as required by Section 1-04.5, and if a claim is not filed as provided in this section, then the Contractor agrees to waive any claim for additional payment. The fact that the Contractor has provided a proper notification, provided a properly filed claim, or provided the Engineer access to records of actual cost, shall not in any way be construed as proving or substantiating the validity of the claim. If the claim, after consideration by the Engineer, is found to have merit, the Engineer will make an equitable adjustment in the amount of costs to be paid and/or in the time required for the work. If the Engineer finds the claim to be without merit, no adjustment will be made. All claims filed by the Contractor shall be in writing and in sufficient detail to enable the Engineer to ascertain the basis and amount of the claim, All claims shall be submitted to the Project Engineer as provided in Section 1-05.15. As a minimum, the following information must accompany each claim submitted: (a) A detailed factual statement of the claim for additional compensation and time, if any, providing all necessary dates, locations, and items of work affected by the claim, (b) The date on which facts arose which gave rise to the claim, (c) The name of each State individual, official, or employee involved in or knowledgeable about the claim, (d) The specific provisions of the Contract which support the claim and a statement of the reasons why such provisions support the claim, . (e) If the claim relates to a decision of the Engineer which the contract leaves to the Engineer's discretion or as to 12 which the contract provides that the Engineer's decision is final, the Contractor shall set out in detail all facts supporting its position relating to the decision of the Engineer, ( f) The identif ication of any documents and the substance of any oral communications that support the claim, (g) Copies of any identified documents, other than State documents and documents previously furnished to the State by the Contractor, that support the claim (manuals which are standard to the industry, used by the Contractor, may be included by reference), (h) If an extension of time is sought, the specific days and dates for which it is sought, and (i) If additional compensation is sought, the exact amount sought and a breakdown of that amount into the following categories: (1) Direct Labor. (2) Direct Materials. (3) Direct Equipment - The rates claimed for each piece of equipment shall not exceed actual cost. In absence of actual equipment cost, the rates for the equipment when in use shall not exceed "Rental Rate Blue Book" monthly rates and the standby rates shall not exceed 40 percent of the "Rental Rate Blue Book" monthly rates with the operation cost excluded before the calculation is made for establishing the standby rate. The equipment costs shall be broken down to identify the following for each piece of equipment for which the claim is made: (3.1 ) Detail description (e;g., Motor Grader Diesel Powered Caterpillar 12 "G", Tractor Crawler ROPS & Dozer Included Diesel, etc.), (3.2) (3.3) The hours of use or standby, and The specific days and dates of use or standby. (4) Job Overhead. (5) Overhead (general and administrative). (6) Subcontractor's claims (in the same level of detail as 13 - .".,.,.,' ," .... ".,' .~...- specif ied herein is required for any subcontractor' s'. claims). (7) Other categories as specified by the Contractor or the. State. (j) A statement shall be submitted to the Project Engineer containing the following language: Under the penalty of law for perjury or falsification, the undersigned, (name) of (title) (company) hereby certifies that the claim for extra compensation and time, if any, made herein for work on this contract is a true statement of the actual costs incurred and time sought, and is fully documented and supported under the contract between the parties. Dated /s/ Subscribed and sworn before me this day of Notary Public My Commission Expires It will be the responsibility of the Contractor to keep full and complete records of the costs and addi tional time incurred for any alleged claim. The Contractor shall permit the Engineer to have access to those records and any other records as may be required by the Engineer to determine the facts or contentions involved in the claim. The Contractor shall retain those records for a period of not less than three years after final acceptance. The Contractor shall pursue administrative resolution cf any claim with the Engineer or the designee of the Engineer. Failure to submit with the Final Contract Voucher Certification such information and details as described in this section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1-09.9. The State Contractor will respond, in writing, to within 90 calendar days from a claim the da te filed by the the claim is 14 received by the State: PROVIDED that the Contractor is in full compliance with all the provisions of this section. Full compliance by the Contractor with the provisions of this section is a contractual condition precedent to the Contractor's right to seek judicial relief. 1-09.12 Audits 1-09.12(1) General The Contractor's cost records on this contract shall be open to inspection or audit by representatives of the State during the life of the contract and for a period of not less than three years after the date of final acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that the cost records of all subcontractors and agents shall be open to similar inspection or audit for the same period of time. If an audit is to be commenced more than 60 days after the final acceptance date of the contract, the Contractor will be given 20 days notice of the time when the audit is to begin. If any litigation, claim, or audit arising out of, in connection with, or related to this contract is initiated, the cost records shall be retained until such litigation, claim, or audit involving the records is completed. 1-09.12(2) Claims All claims filed against the state shall be subject to audit at any time following the filing of the claim. The audit may be performed by employees of the State or by an auditor under contract with the Sta te. The audi t may beg in at any time during the life of the contract or on 20 days notice to the Contractor, their subcontractors, or their agents if an audit is to be commenced more than 60 .days after the final acceptance date of the contract. The Contractor, subcontractors, or agents shall provide adequate facili ties, acceptable to the Engineer, for the audit during normal business hours. The Contractor, subcontractors, or agents shall make a good faith effort to cooperate with the auditors. Failure of the Contractor, subcontractors, or agents to maintain and retain sufficient records to allow the auditors to verify all or a portion of the claim or to permit the auditor access to the books and records of the Contractor, subcontractors, or agents shall constitute a waiver of the claim and shall bar any recovery thereunder. As a minimum, the auditors shall have available to them the following documents: (a) Daily time sheets and supervisor's daily reports. (b) Union agreements. 15 - . .... ~...-.,;~~l'kI:,,,~;':;d;;<<.'.f,.;;,,""';';l,,,",~i;(...,~ (c) Insurance, welfare, and benefits records. (d) Payroll registers. (e) Earnings records. (f) Payroll tax forms. (g) Material invoices and requisitions. (h) Material cost distribution worksheet. (i) Equipment records (list of company equipment, rates, etc.). (j) Vendor's, rental agencies', subcontractors', and agents' invoices, (k) Subcontractors' and agents' payment certificates. (l) Cancelled checks (payroll and vendors'). (m) Job cost report. (n) Job payroll ledger. (0) General ledger. (p) Cash disbursements journal. (q) Financial statements for all years reflecting the operations on this contract. (r) Depreciation records on all company equipment whether these records are maintained by the company involved, its accountant, or others. (s) If a source other than depreciation records is used to develop costs for the Contractor's internal purposes in establishing the actual cost of owning and operating equipment, all such other source documents. (t) All documents which relate to each and every claim together with all documents which support the amount of damages as to each claim. (u) Worksheets used to prepare the claim establishing the cost components for items of the claim including but not limited to labor, benefits and insurance, materials, equipment, sub con tractors, all documents whi ch establish the time periods, individuals involved, the hours for the individuals, and the rates for the individuals. 16 SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP IQctober 7, 1985) 2-01.2 Disposal of Usable Material and Debris The second paragraph is revised to read: The Contractor shall meet all requirements of state, County, and municipal regulations regarding health, safety, and pUblic welfare in the disposal of all debris. 2-01.2(2) Disposal Method NO.2 - Controlled Burning The heading and text is revised to read: 2-01.2(2) Disposal Method No.2 - Waste Site Debris shall be hauled to a waste site obtained by the Contractor, 2-01.2(3) Disposal Method No.3 - Chipping The second paragraph is revised to read: Stumps shall be hauled to a waste site obtained by the Contractor. SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS ~October 7, 19851 2-02.3(1) General ReqUirements The last paragraph is revised to read: The Contractor may dispose of waste material in State-owned sites if the special provisions or the Engineer permit it. Otherwise, the Contractor shall arrange to diSPose of waste at his expense. Under no circumstance will the Contractor be allowed to waste material within a Wetland as defined in section 2-03.3(7). All costs of disposal shall be inclUded in the bid prices for other work. SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT 19ctober 7, 1985l 2-03.3(7) Disposal of Surplus Material The following paragraph is added between the first and second paragraphs: Disposal of excess materlal withln a wetland area will not be allowed. Wetlands are defined as those areas inundated or saturated by ground or surface water at a frequency and duration SUffiCient to support, and that under normal circumstances do support a prevalence of vegetation typically adapted for life in saturated Soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. SECTION 2-09, STRUCTURE EXCAVATION JOctober 13. 19B6L 17 - , - <00......"..--.. 2-09.3(1)E Backfilling The second paragraph is revised to read: Alternative Source. When material from structure excavation is. unsuitable for use as backfill. the Engineer may: require the Contractor to obtain material elsewhere; require the Contractor to substi tu te selected material in accordance wi th section 2-03.3 (10) specifications; or require the Contractor to use other material covered by the contract, if such substitution involves work that does not differ greatly from what would otherwise have been required. The Contractor shall provide backfill material as provided in section 1-04.4 if neither selected materials nor other contract materials are available. 2-09.3(2) Classification of Structure Excavation The first sentence of the first paragraph is revised to read: Structure excavation required for bridge footings, pile caps, seals, wing walls, and retaining walls shall be classed as "Structure Excavation Class A". 2-09.3(3)A Preservation of Channel Item number 6 is revised to read: Place riprap around the outside of cofferdams to repair local scour. 2-09.3(3)D Shoring, Cribbing and Cofferdams The first sentence of the first paragraph is revised to read: The Contractor shall provide plans showing proposed methods and construction details of shoring, cribbing, or cofferdams in accordance with section 6-02.3(16). The fi!th sentence of the first paragraph is revised to read: The contractor shall not begin construction until approval given by the Project Engineer. 2-09.3(4) Construction Requirements, Structure Excavation, Class B The third paragraph is revised to read: If workers enter any trench or other excavation 4 feet or more in depth that does not meet the open pit requirements of section 2- 09.3(3)B, it shall be shored and cribbed. The Contractor alone shall be responsible for worker safety and the State assumes no responsibility. Shoring and cribbing or extra excavation Class B shall be incidental to and included in the unit contract price for structure excavation Class B and shall include removal of the shoring and cribbing, or backfilling of the extra excavation. If select backfill material is required for backfilling within .the limits of structure excavation. it shall also be required as backfill material for the extra excavation at the Contractor's expense. 18 - ",.- 2-09.4 Measurement The second and third paragraphs are revised to read: Horizontal Limits. The State will use the sides of the trench or pit as horizontal limits in measuring excavation. No payment for structure excavation will be made for material removed (1) more than 1 foot outside the perimeter of any pile cap, footing or seal, (2) more than 3 feet beyond the roadway side of a wing wall, and (3) more than 1 foot beyond the other sides and end of a wing wall. Lower Limits, For a pile cap, footing or seal, the bottom elevation shown in the plans, or set by the Engineer, will serve as the lower limit in measuring structure excavation. For a wing wall, the lower limit will follow a line parallel to the bottom and 1 foot below it. Any swell from pile-driving will be excluded from excavation quantities. The Horizontal Limit (distance from side of pipe barrel) for pipes under 12 inches listed in paragraph five is revised to read: Pipe Diameter Horizontal Limi t (distance from side of pipe barrel). Under 12 inches 1.0 foot for sanitary sewer, 0.5 foot for all other (minimum trench width for payment 1 . 5 feet). 2-09.5 Payment The following paragraph is added after the second paragraph: Payment for reconstruction of surfacing and paving within the limits of structure excavation will be at the applicable unit prices for the items involved. The first paragraph under Item No. 5 is revised to read: The lump sum contract price shall be full pay for all labor, materials, tools, and equipment needed to build, dewater, and remove the shoring, cribs, cofferdams or caissons. If it is necessary to place riprap outside of cofferdams to repair local scour, it shall be paid by agreed price or force account. SECTION 3-03, SITE RECLAMATION (October 7, 1985) 3-03.2(2) Contractor - Provided Sites This section is supplemented by the following: Under no circumstance will the Contractor be allowed to waste material within a wetland as defin~d in section 2-03.3(7). 19 - . -..- SECTION 6-01, GENERAL REOUIREMENTS (Januarv 13, 1986) 6-01.15 Normal Temperature This section is revised to read: 6-01.15 Normal Temperature and Dimensions Dimensions on bridge plans are for a normal temperature of 64 degrees F. Dimens ions on bridge plans are horizontal or vertical unless otherwise specified. SECTION 6-02, CONCRETE STRUCTURES (April 6 , 19871 6-02.3(2) Proportioning Materials The sentence and list following the asterisk is revised to read: *If the aggregate used in the concrete develops not less than 95 'percent of the strength of washed sand and gravel from Steilacoom, Washington when tested, in accordance with Section 9-03.1, the following proportions of cement and aggregate may be used in Class AX concrete: Pounds of dry cement per cubic yard 610 Pounds of dry fine aggregate per cubic yard 1,465 Pounds of dry No. 5 coarse aggregate per cubic yard 1,790 Max. water per cubic yd. (gallons per 100 wt. of cement-5.33) 32.5 6-02.3(2)C Low Shrink Concrete This section is revised to read: Low shrink concrete shall meet all the requirements for concrete Class AX as stated in Section 6-02.3, except that the quantity of water shall be reduced such that the water/cement ratio shall not exceed 0.38 by weight. A water reducing admixture shall be used in this mix and shall be as outlined in Section 6-02.3(2)B. 6-02.3(4)A Machine Mixing The first sentence of the third paragraph is revised to read: In general, all concrete shall be mixed for a period of not less than 1 minute after all materials, including water, are in the mixer, except Class D and DX, which shall be mixed 1-1/2 minutes. 6-02.3(6) Placing Concrete 20 The seventeenth paragraph is supplemented by the following: The concrete traffic and pedestrian barrier may be constructed by the slip-forming method at the contractor's option. If an unsatisfactory barrier is constructed, the contractor shall stop work, remove the unsatisfactory barrier, and take corrective action before proceeding. The maximum allowable deviation from a 10-foot straightedge held longitudinally on the front face, top surface, and back face shall be 1/4 inch. 6-02.3(6)A Weather and Temperature Limitations - Protection of Concrete This section is revised to read: The temperature of the concrete mixture during placement shall be between 60 degrees F and 90 degrees F. Concrete shall not be placed on frozen ground, against frosted reinforcing steel, or frosted forms. Concrete shall not be mixed nor placed while the atmospheric temperature is below 35 degrees F unless. adequate means are employed to heat the water and aggregates and satisfactory provisions have been made for enclosing the concrete and heating the enclosures. No concrete shall be placed when the weather forecasts indicate .the air temperature will be below 35 degrees F during the succeeding seven days unless provisions are made for enclosing the concrete and heating the enclosure. When concrete is placed at atmospheric temperatures below 35 degrees F the mixing water and aggregates shall be heated. toatemperature of at least 70 degrees F. The temperature of the aggregate shall not be more than 150 degrees F. If the water is heated to more than 150 degrees F the water shall be mixed with the aggregates before the cement is added. The heating equipment and methods shall be capable of heating the materials uniformly and shall not alter .or prevent the entrainment of the required amount of air in the concrete. Stockpiled aggregates may be heated by the use of dry heat or steam. Aggregates shall not be heated directly by gas or oil flame or on sheet metal over fire. When aggregates are heated in bins, steam-coil heating, water-coil heating, or other methods which will not be detrimental to the aggregates may be used. The use of live steam on or through binned aggregates will not be permitted. If the aggregate has been dry heated, the mixing time shall be increased sufficiently to permit absorption of moisture by the over-dry aggregates. Concrete shall be effectively protected from atmospheric temperatures below 35 degrees F for a period of seven days after placing. The Contractor shall enclose the structure immediately after placing 21 concrete and provide dry heat and moisture in such a way that the air within the enclosure is kept above 50 degrees F, but not above 90 degrees F, for a period of seven days after concrete placement. The addition of moisture,. except on roadway slabs, shall be discontinued 24 hours prior to discontinuing the application of heat. Exposed top surfaces; corners. and edges, thin sections, and concrete poured in steel forms are particularly vulnerable to freezing and need special attention. When required by the Engineer, the Contractor shall provide and maintain a suitable recording thermometer in the general vicinity of the structure site where concrete is being placed. It shall be used, when required by the Engineer, to provide control during freezing or near freezing weather and the information obtained thereby shall be made readily available to the Engineer. The Contractor assumes all risks connected with the placing of concrete during cold weather. The Contractor shall provide a written procedure for cold weather concreting to the Engineer for review and approval. Permission given by the Engineer to place concrete during cold weather will in no way ensure acceptance of the work by the S ta te. Should the concrete placed under such condi t ions prove unsatisfactory in any way, the Engineer shall still have the right to reject the work although the plan and the work was carried out with his permission. When the ambient temperature is above 90 degrees F, the forms. reinforcing steel, steel beam flanges, and other surfaces which will come in contact with the mix shall be cooled to below 90 degrees F by. means of a wa ter spray or other approved methods. Water reducing admixtures shall be used so the maximum amount of water or slump is not exceeded. The mixing of the concrete and the time between mixing and placing shall be kept to a minimum. Mixer trucks shall not be exposed to the sun while waiting to be unloaded. Chutes, conveyors, and pump lines shall be shaded. In no case shall the concrete temperature be more than 90 degrees F. The Contractor shall employ such measures as are necessary to maintain the concrete temperature below 90 degrees F. The measures may include shading. cooling the aggregate piles, refrigerating the mixing water, or substitution of crushed ice for all or a portion of the mixing water. Sprinkling the aggregate piles with water will not be allowed. When ice is substituted, it shall be completely melted at the time of placement. When the Engineer determines there is a probability that concrete temperatures will exceed 90 degrees F under normal concreting practices, he may require that measures to reduce the concrete temperature be made available prior to the start of concrete placement. Temperature reduction measures shall be subject to approval by the Engineer. In addition. concrete placed in bridge roadway slabs must meet the following requirements: 22 To keep the forms and reinforcing steel cool prior to placing the concrete, the top layer of reinforcing steel shall be completely covered with clean, wet burlap and the forms and reinforcing steel shall be sprinkled with cool water immediately prior to placing the concrete as ordered by the Engineer. The concrete slab shall be finished wi thout delays. Equipment for applying a water fog spray after finishing is completed shall be available in case it is needed to prevent plastic cracks. When the combination of air temperature, relative humidity, temperature of the concrete, and the wind velocity at the site produces an evaporation rate of 0.20 pound per square foot of surface per hour, as determined from Table 6-02.3(6), the Contractor shall provide a windbreaker enclosure to protect the concrete from winds blowing over the surface of the concrete until the curing compound is applied. If the Contractor proposes to cast deck concrete having temperatures above eo degrees F, he shall supply approved equipment for determining the relative humidity and wind velocity at the site. 6-02.3(6)B Placing Concrete in Water The first sentence of the last paragraph is revised to read: Concrete placed under water shall be Class D or DX and shall be proportioned for a maximum slump of 7 inches. 6-02.3(6)D Point of Acceptance This is a new section inserted after 6-02.3(6)C. Determination of concrete properties for acceptance will be made based on samples taken to most nearly represent the condition of the concrete as placed in the forms. Any placement system which, in operations, alters the specified properties of the concrete will require sampling at the discharge from the placement system. It shall be the Contractor's responsibility to provide adequate and .representativesamples of the fresh concrete to a location designated by the Engineer for the testing of concrete properties and making of cylinder specimens. Samples shall be provided as directed in Sections 1-06.1 and 1-06.2. When mutually agreeable to the State and the Contractor, acceptance samples may be taken at a location other than the point of discharge. The alteration of concrete properties in passage through the placement system shall be recognized in analYZing results of such samples and in determining acceptance of the fresh concrete. 6-02.3(10) Finishing Roadway Slabs The title of this section is revised to read: 6-02.3(10) Roadway Slabs 23 ,,^ - '"'......;- The eleventh paragraph is revised to read: Concrete shall be placed the full width of the roadway slab or the, full width between construction joints shown in the Plans. In general, construction joints must be over beams or webs which will adequately support the slab on each side of the joint. Joints will not be permi tted over piers, except as shown in the Plans. The construction joint shall be formed vertical and in true aligrunent. Falsework and wedges supporting each part of the roadway slab shall not be released until the concrete of both parts has properly aged as provided in these Specifications. The twelfth paragraph is deleted, The fourteenth paragraph is supplemented with the following: All concrete splashed or otherwise deposited on exposed reinforcing steel of adjacent parts shall be removed before those adjacent parts are poured, The sixth and seventh sentences of paragraph 21. which begin at the bottom of page 206, are revised to read: The texture shall not extend into areas within 2 feet of the curb lines, The non-textured concrete wi thin 2 feet of the curb lines shall be hand finished with a steel trowel. 6-02.3(11)A Curing and Finishing Concrete Traffic and Pedestrian Barriers. The sixth paragraph is revised to read: The Contractor shall supply sufficient water and workmen to properly cure the concrete surfaces in the manner and for the length of time specified. No curing compound of any kind shall be used on the new concrete masonry except upon roadway slabs, sidewalk slabs, slip-formed concrete traffic and pedestrian barrier, and the top slabs of culverts, as specified in Section 6- 02.3(11). The following is added after the sixth paragraph: For concrete traffic and pedestrian barrier constructed by the slip-forming method, the concrete finishing shall consist of two separate operations. The first operation shall consist of finishing the barrier with a steel trowel to close all surface pockmarks and holes. The second operation shall consist of a light brush finish in the vertical direction on the front and back face and in the transverse direction on the top surface of all plain surface finish barrier. After the finishing operations have been completed the slip-formed 24 concrete traffic and pedestrian barrier shall be cured by one of the following methods: 1. After the free water has left the concrete surface, spray with clear chlorinated rubber type curing compound, Type 1, applied in two applications. The total coverage shall be at least one gallon per 100 square feet. Not later than the morning following application of . the curing compound, the slip-formed barrier shall be covered with white reflective type sheeting for a period of at least 10 days. At the end of the curing period the curing compound shall be completely removed by either a light sandblast or a high pressure water jet to provide a uniform appearance. 2. As soon as the barrier has gained sufficient strength to prevent damage, cover with heavy quilted blankets which shall be kept continuously wet for a period of at least 10 days. At the end of the curing period no additional finishing will be required. 6-02.3(12) Construction joints The first paragraph is revised to read: Construction joints shall be made where shown in the Plans. If approved by the Engineer, construction joints shown in the Plans may be deleted or relocated or additional construction joints may be formed. if requests for such changes are submitted in wri ting by the Contractor. Any request for such changes must be accompanied with .a drawing showing the proposed relocation, addition, or deletion. Additional costs due to changes in construction joints requested by the Contractor will be at his expense. All construction joints shall be neatly formed as shown in the Plans by the use of grade strips or other approved methods. Irregular or undulating pour lines will not be allowed. All construction joints shall be either horizontal or vertical, or if the main reinforcement is inclined, the joints shall be normal to the direction of the main reinforcement. Wire mesh of any kind will not be permitted for forming material. An edger shall not be used on the joint, but lips and edgings shall be removed before making the adjacent pour. The third paragraph is revised to read: Shear keys shall be provided at all construction joints except those where the Plans call for a roughened surface. 6-02.3(16) Plans for Falsework and Forms This section is revised to read: 6-02.3(16)A Nonpre-approved Falsework and Forming Plans 25 The Contractor shall submit to the Bridge and Structures Engineer, for approval, six copies of plans showing detai Is of the falsework and nonpre-approved forms intended to be used. If a railroad is. involved, four additional sets are required for each railroad company involved. If a project involves the U.S. Bureau of Reclamation, six additional sets are needed. The plans shall be sent to the Bridge and Structures Engineer, Department of Transportation, Transportation BUilding, Olympia, WA 98504. The Contractor shall also submit two copies to the project Engineer. The Plans will be returned from the Bridge and Structures Engineer to the Contractor wi th copies to the Project Engineer. Plans will not be required for footing or retaining walls 4 feet or less in height. The footing pedestal is not included in the footing height. Approval of the plans by the railroad and the U.S. Bureau of Reclamation will be required and shall be given to the Secretary of Transportation. The Plans shall show the proposed details of construction such as sizes of members, spacing of bents, posts, studs, wales, stringers. collars, bolts, wedges, bracing, rate of pour, and the manufacturer's recommended safe working capacity of all form ties and column clamps. Falsework and forms shall not be constructed until approval has been given by the Project Engineer. Approval by the Project Engineer will not relieve the Contractor of responsibility for the sufficiency of the falsework and forms. Falsework, form, and other related working drawings which are necessary for the prosecution of the work shall be' designed by or under the direction of a Professional Engineer, licensed under the provisions of Title 18 RCW with the State of Washington, and shall bear his signature and seal. All assumptions, dimensions, material properties, and other data used in making the structural analysis shall be noted on the drawing. Upon request, the Contractor shall furnish copies of the design calculations to the Bridge and Structures Engineer for examination as a condition for approval. Prints returned for correction shall be resubmitted and shall be approved by the Bridge and Structures Engineer before the construction of the falsework and forms is undertaken. All plans provisions complete, procedures. shall be drawn on sheets conforming in size to the of Section 1-05.3 and all details shall be made clear, and to scale in accordance with standard drafting For calculating the strength of falsework, a weight of 160 pounds per cubic foot shall be assumed for green concrete. 6-02.3(16)B Pre-approved Forming Plans Form plans for abutments, columns, girders and beams, wingwalls, diaphragms, retaining walls, railings, and bulkheads may be submitted 26 directly to the Bridge and Structures Engineer for pre-approval. Address the plans to Bridge and structures Engineer, Department of Transportation, Transportation Building, Olympia, WA 98504. Contractors submitting plans for pre-approval shall submit one reproducible drawing for each plan sheet. The plan will be returned to the Contractor for any necessary modifications, revisions, or special instructions. Upon final approval, the plan will be stamped "Pre-approved", dated, and returned to the Contractor. Two copies of the pre-approved form plans shall be submitted by the Contractor to the Project Engineer for each contract on which the plans are used. Construction shall not proceed until approval has been given by the Project Engineer. Use of . the pre-approved plans for contracts on or adjacent to railroad right of way will require railroad approval on each contract. Four additional copies shall be submitted to the Bridge and Structures Engineer for railroad review and approval. Falsework plans will not be included in the pre-approval process except falsework for supporting the roadway slab for the interior spans . between precast prestressed concrete girders may be submitted for pre-approval. Other falsework plans shall be submitted for each contract in accordance with Section 6-02.3(16)A. 6-02.3(17) Falsework and Forms Insert the following paragraph before the first paragraph: Formwork is defined as the structural system that contains the lateral pressure exerted by concrete placed in the forms. Falsework is defined as the structural system that supports the vertical load of the formwork, reinforcing steel, concrete, and construction live loads. Insert the following after the last paragraph: Forms for bridge roadway slabs that consist of stay-in-place precast slab panels will not be allowed. 6-02.3(17)A Caps, Piling, Posts and Mudsills The sixth paragraph is supplemented with the following: The Contractor shall provide a suitable sample of each proposed imported material for use under mudsills and shall allow up to five working days for the Engineer I s approval. The imported material shall not be used until approved for use. 6-02.3(17)C Bracing The following paragraph is added between the first and second paragraphs: Bracing shall be provided between prestressed concrete girders to 27 prevent movement or rotation when the diaphragm and roadway slab are. poured. The girder table in the seventh paragraph is revised to read: Series Series Series Series 6 Girder 2 feet-6 inches 8 Girder 3 feet-6 inches 10 Girder - 5 feet-3 inches 14 Girder - 5 feet-6 inches 6-02.3(17)E Form Ties The second and third paragraphs are revised to read: Wire form ties and taper ties will not be allowed. 6-02.3(21) Drainage of Box Girder Cells This section is revised to read: To provide drainage for box girder cells, the Contractor shall furnish and install short lengths of nonmetallic pipe in the bottom slab .at the low point of each cell in accordance with the detail shown in the Plans. The pipe shall have a minimum inside diameter of 4 inches. Pipe shall be installed in each end of the box girder cell when the difference in the plan elevation is 2 inches or less. 6-02.3(24) Reinforcement This section is supplemented with the following: The contractor shall submit two informational copies of supplemental, bending diagrams to the Engineer prior to delivery of the reinforcing bars. S-02.3(24)C Placing and Fastening The following is added after the first paragraph: The reinforcing bars for the slip-formed concrete traffic and pedestrian barrier shall be tied and braced to prevent displacement of the reinforcing cage during placement of the concrete. 6-02.3(24)E Welding Reinforcing Steel This section is revised to read: Welding of steel reinforcing bars shall conform to the requirements in the AWS D1, 4 Structural Welding Code - Reinforcing Steel, these Specifications, the Plans, and the Special Provisions. In case of discrepancies, these Specifications, the Plans, and the Special provisions shall govern over the AWS Code. Qualification of welders shall D1.4 Structural Welding Code performed under the supervision Inspector. conform to the requirements in AWS Reinforcing Steel and shall be' of a WSDOT Materials and Fabrication 26 ~m~ - Steel for reinforcing bars to be welded shall be Suitable for welding. Steel which is to be welded shall have a maximum carbon equivalent of 0.65 percent as determined by the tollowing formula: C.E.,=%C + %Mn/6 + %Cu/40 +%Ni/20 + %Cr/10 _ %Mo/50 _ %V/10. The carbon shall not exceed 0.45 percent and the manganese content shall not exceed 1.30 percent. A welding procedure for each type of welding to. be used shall be submitted to the Engineer for approval prior to welding. This welding procedure shall specify the welding process, type of equipment to be Used, electrode selection, preheat and interpass temperature, postheat treatment, if any, and other pertinent information. A Suggested form for furnishing the required information is given in Appendix A of AWS Dl.4. Deviation from the approved procedure will not be permitted because there is no practical method of testing a weld wi thin a structure. In the event the Contractor desires to change his apprOved Welding procedure part way through a project, the revised procedure shall be submitted to the Engineer for approval. Test welds will be required. Elimination of welds shown in the plans or the addition of welds in other locations will not be permitted without the written approval of the Engineer. BaCkup plates may be tack welded to the reinforcing bar to be welded but the tack weld shall be located in an area where the final weld will Consume the tack weld. No other tack welding will be' allowed. All welding shall be protected from air currents, drafts, and preCipitation to prevent loss of heat or loss of arc Shielding. No field welding of reinforcing bars will be permitted when the ambient temperature is below 32 degrees F. The welding machine ground Wire shall be clamped to the reinforcing bar being welded. The minimum preheat and interpass temperature for Grade 60 bars shall be 400 degrees F. Preheating shall be applied to the reinforCing bars and splice member within 6 inches of the weld, unless limited by the available lengths of the reinforcing or splice member. Postheating of welded splices will not be required except tor direct bu tt welded spl ices of Grade 60 bars of sizes No. 9 and larger. Direct butt welded splice of Grade 60 bars of sizes No. 9 and larger shall be postheated immediately after welding, but before the splice has cooled to below 700 degrees F, to not less than BOO degrees F nor more than 1,000 degrees F and held at this postheat temperature for not less than 10 minutes before allowing the splice to Cool naturally to ambient temperature. Welded splices where postheating is not speCifically required shall 29 - be allowed to cool naturally to ambient temperature after welding is . complete. Accelerated cooling is prohibited. 6":02.3(25) Prestressed concrete Girders The following paragraph is added between the third and fourth paragraphs: The width of the end block under Series 14 Girder may be changed to 1 foot 4 inches provided that the reinforcing steel in the end block region is adjusted to maintain the clearance as shown in the contract Plans. The third sentence of the fourth paragraph is revised to read: Grout compressive strength will be determined by testing cubes in accordance with AASHTO Test T 106. 6-02.3(25)A Bulb Tee Girder Flange Connection This section is, revised to read: The keys between the bulb tee girders shall be filled wi th grout until flush with the surrounding concrete surfaces. Weld-tying adjacent girders, and grouting keyways with grout shall be done only after camber equalization. The grout in keyways shall have attained a minimum strength of 3,000 psi before removing equalizing apparatus. The grout compressive strength will be determined bY' testing cubes in accordance with AASHTO Test T 106. No construction equipment, except equalizing apparatus, will be allowed on the deck until girders have been weld-tied and the grout in the keyways has attained a minimum compressive strength of 3,000 psi. Each bulb tee girder shall be connected to the adjoining girders at the locations and as noted in the Plans. When welding the weld ties between the bulb tee girders, the grounds shall be attached directly to the steel plates being welded. 6-02.3(25)C Casting and Shop Plans The fifth paragraph is deleted. The second sentence of the sixth paragraph is revised to read: The block outs shall be: a maximum of 1 inch in diameter; spaced.at 6 feet _ 0 inches maximum longitudinally; and a minimum of 3 inches for the Series 4 thru 10 girders and 6 inches for the Series 14 girders measured from the outside edge of the top flange. 6-02.3(25)G Handling and Storage The first sentence of the second paragraph is revised to read: 30 .- ~ -<.- Long girders, and specifically those over 105 feet in length for series 10 and over 130 feet for series 14 girders, shall be braced laterally to prevent buckling during transportation and erection. The first sentence of the third paragraph is revised to read: If the Contractor wishes to deviate from the vertical pickup, the pickup point, or from the bracing to prevent lateral deflection, he shall have his proposed methods analyzed by his engineer and shall submit his method, with supporting calculations, in accordance with section 6-02.3(16)A. 6-02.3(25)H Workmanship Item (a) through (0) are replaced with the following: (a) (b) (c) (d) (e) ( f) (g) (h) (i) (j) (k) ( 1) Length (overall): ~1/4 inch per 25 feet of the beam length, ~1 inch maximum. Width (flanges): ~3/8 inch, -1/4 inch. Width' (narrow web section): +3/8 inch, -1/4 inch~ Girder depth (overall): ~1/2 inch, -1/4 inch. Flange depth: ~1/8 inch. Strand position: +1/4 inch from center of gravity of strand group and individual strands. Longi tudinal position of deflection points for deflected strands: z12 inches. Bearing recess (center recess to end beam): zl/4 inch. Beam ends (deviation from square or designated skew): horizontal: ~1/2 inch measured from centerline of web ~o edge of flange. Vertical: ~1/8 inch per foot of beam depth. Bearing area deviation from plane (in length or width of bearing): 1/16 inch. Stirrup reinforcing spacing: ~l inch. Stirrup projection from top of beam: z3/4 inch. (m) Mild steel concrete cover: -1/8 inch, ~3/8 inch. (n) Offset at form joints (deviation from a straight line that extends 5 feet each side of joint): ~1/4 inch. 31 - .~'. (0) Differential camber between girders in a span (measured in. place at the jobsite): 1/8 inch per 10 feet of beam length forI-girders. For bulb tee girders when the difference in camber between adjacent girders or stages exceeds 1/4 inch. at midspan for girders with an overlay and 1/8 inch for girders wi thout an overlay the girder cambers shall be equalized by an approved method. (p) Position of inserts for structural connections: ~1/2 inch. (q) Position of lifting loops: ~3 inches longitudinal, ~1 inch transverse. 6-02.3(25)J Shipping The first paragraph is revised to read: Prestressed concrete girders shall not be shipped until tests on concrete cylinders, manufactured of the same concrete and cured under the same conditions as the girders, indicate that the concrete of the particular girder has attained a compressive strength equal to the specified design compressive strength of the concrete in the girder and attained a minimum age of seven days for Bulb-T prestressed girders and 10 days for all other prestressed concrete girders. The second sentence of the second paragraph is revised to read: The Contractor may deviate from the support locations listed above provided he submi ts his proposal, wi th supporting calculations, in. accordance with Section 6-02.3(16)A. The first sentence of the second paragraph is revised to read: During shipping, the girders shall be supported within: 3 feet of the ends of the girders for Series 4, 6, and 8 and for Bulb-T prestressed girders; within 4 feet for Series 10 prestressed girders; and within 5 feet for Series 14 prestressed girders. The CRITERIA FOR CHECKING GIRDER STRESSES AT TIME OF LIFTING OR TRANSPORTING are revised as follows: 4. Prestress losses 1 day - 1 month 1 month - 1 year 1 year or more 20,000 psi 35,000 psi 45,000 psi (Max.) 5. Impact on dead load: Lifting = 0% Transporting = 20% 6-02.3(25)M Camber The first sentence of the second paragraph is replaced by the following: 32 The Contractor shall control the camber of prestressed concrete girders that are to receive a cast-in-place slab by scheduling fabrication or other means. The actual girder camber at the mid~span may vary from the "C-1" value by a maximum of .t1/2 inch for girder lengths up to 60 feet and +1 inch for girder lengths over 60 feet at the time of slab pour. 6-02.3(26)A Shop Drawings The first sentence of the second paragraph is revised to read: Before casting the structrual elements, the Contractor shall submit for approval seven sets of prints to the Bridge and Structures Engineer, Department of Transportation, Transportation Building, Olympia, WA 96504, and two sets to the Project Engineer, showing complete details of the method, materials, and equipment he proposes to use in the prestressing operations. 6-02.3(26)B Anchorages The sixth paragraph is revised to read: The Contractor shall submit a certified report, prepared by himself or his agent, for each size and type of anchorage device proposed for use showing that the anchorage assembly will develop 95 percent of the ultimate strength of the prestressing reinforcement. 6-02.4 Measurement The third sentence of the first paragraph is revised to read: Class D or DX Concrete, when used in the seals of underwater cofferdams, will be paid for on the basis of the actual volume deposi ted as determined by the average cross-sectional area of the inside of the cofferdam except that no'payment will be. made for the volume so determined which is outside of an area which is bounded by vertical planes one foot outside of the neat lines of the seal. SECTION 6-03. STEEL STRUCTURES (April 6. 1967) 6-03.3{6} Shop Plans The first and second paragraphs are revised to read: The Contractor shall submit for approval, all shop detail plans required for fabrication of the steel, to the Bridge and Structures Engineer, Department of Transportation, Transportation Building. Olympia, WA 96504. The Contractor may designate in writing to the Project Engineer that shop drawings will be submitted directly from the fabricator. Eight sets of prints shall be submitted to the Bridge and Structures Engineer and two sets to the Project Engineer, except that for grade separation structures which carry a railroad over the highway, four additional sets are required for each railroad company involved. The 33 plans will be returned from the Bridge and Structures Engineer to the" Contractor with copies to the Project Engineer. Sheets returned for' correction shall be corrected, and the required number of corrected sheets shall be submitted for approval. Material shall not be. fabricated until the plans have been approved by the Bridge and Structures Engineer and the materials source and fabricator have been approved by the Headquarters Materials Engineer. The fifth paragraph is revised to read: Prior to completion of the project, the Contractor shall furnish the Project Engineer one set of reproducibles of the as-built shop plans. When grade separation structures carrying railroad traffic over highways are involved, the Contractor shall i'urnish one addi tional set of reproducibles for each railroad company involved. The reproducibles shall be clear, suitable for microfilming, and on a permanent type of material. 6-03.3(9) Substitutions The second sentence is revised to read: Should the substitution of heavier members be allowed upon the Contractor's request, the substitution shall be at no additional cost to the State. 6-03.3(14) Falsework This section is revised to read: 6-03.3(14) Falsework and Forms All falsework and forms shall conform to the requirements specified in Section 6-02. 6-03.3(19) Sandblasting The second and third sentences are revised to read: Sandblasting shall be done in accordance with the SSPC specifications for near-white blast cleaning (SSPC-SP10). 6-03.3(20)E Machine Finished Surfaces The first and second paragraphs are revised to read: Machine finished surfaces for abutting chord splices, column splices, and column bases shall be covered with grease as soon as possible before removal from the shop. After erection, the steel shall be cleaned and then painted as specified. Surfaces of iron and steel castings, milled removing scales, scabs, fins, blisters, deformations, shall be covered with primer paint specified. for the purpose of or other surface of the paint system Machine finished and inaccessible surfaces of rocker or pin type 34 bearings shall receive the full paint system specified in the shop. Surfaces of pins and holes machine finished to a specific tolerance shall not be painted but shall be covered with grease as soon as possible before removal from the shop. 6-03.3(28) Assembling and Bolting The eighth paragraph is revised to read: Where bolted connections are shown in the plans or specifically authorized, all bolts, nuts. and washers shall conform to the specifications for material and assembly of structural joints using high strength steel bolts as provided in Division I, Design, Article 10.32.3, and Division II, Construction, Articles 10.3 and 10.17 of the current AASHTO Standard Specifications for Highway Bridges. SECTION 6-05, PILING (March 3Q, 1987) 6-05.3(1)B Driving Piles The second and third paragraphs are replaced with the following: Piles shall be driven to depths sufficient to develop the load bearing capacity shown in the plans, but not less than 10 feet. When minimum tip elevation is specified, piles shall be driven to reach the specified minimum tip elevation unless otherwise directed by the Engineer. If the load bearing capacity of the piles has not been reached at the specified tip elevation, driving shall continue until the load bearing capacity is reached. The second sentence of the eighth paragraph is deleted. 6-05.3(1)C Equipment for Driving The sixth paragraph is revised to read: Precast concrete piles 13 inch, 16 inch, and 18 inch in diameter shall be driven with a single-acting steam, air, or diesel hammer. The hammer used shall develop not less than 13,000 foot-pounds of energy per blow for 13 inch pile and not less than 24,000 foot-pounds of energy per blow for 16 inch and 16 inch piles. The ram weight shall be not less than half the weight of the pile and the ratio of foot-pounds of energy to ram weight shall not exceed 6. 6~05.3(1)D Test Piles The third sentence of the first paragraph is revised to read: Test piles shall be of the same materialS as the permanent piles, shall be driven with a pile tip when pile tips are specified for the permanent piles, and shall be prebored when preboring is speci.fied for the permanent piles. 6-05.3(2)F Determi.nation of Bearing Values The first paragraph is revised to read: 35 .-- . ~ " -...I The safe bearing values for timber piles shall be determined by the following formulas. P = 2WH for gravity hammers S+l:O P ~ for all single-acting hammers and S+O.l closed end (double acting) diesel hammers. P 2H(W+Ap) S+O.l for double-acting steam or air hammers Where P W H A P S safe bearing power in pounds. weight in pounds, of striking parts of hammer. drop of hammer or stroke of ram, in feet. area of piston in square inches. steam pressure in pounds per square inch at the hammer. the average penetration in inches per blow for the last 5 to 10 blows for gravity hammers and the last 10 to 20 blows for steam or air hammers. * For closed end diesel hammers (double acting) the energy (WH) is to be determined from the bounce chamber reading. Bounce chamber gauge is to be calibrated for each project. 6-05.3(3)C Curing The second and third sentences of the first paragraph are revised to' read: The concrete shall be kept wet continuously for a period of not less than 10 days when Type II portland cement is used, and not less than 3 days when Type III portland cement is used. Side forms maybe removed at any time after 24 hours from the placing of the concrete, provided the air temperature surrounding the concrete is maintained at a minimum temperature of 50 degrees Fahrenheit for a period of .5 days when Type II portland cement is used or 3 days when Type III portland cement is used. 6-05.3(3)G Extensions or BUild-ups The last sentence of the third paragraph is revised to read: The concrete in the build-up shall have a minimum compressive strength of 4000 psi at 28 days for precast piles and 5000 psi at 28 days for precast-prestressed piles. 6-05.3(3)1 Prestressing Steel The following new section is added after Section 6-05.3(3)H: 6-05.3(3)I Prestressing Steel Prestressing steel shall meet the requirements of Section 9-07.6. Prestressing steel shall be tensioned in accordance with Section 36 6-02.3(25)E. 6-05.3(4) Cast-In-Place Concrete Piles This section is revised to read: Cast-in-place concrete piles shall consist of steel casings or shells driven in the ground and filled with reinforced Class AX concrete. 6-05.3(4)B Driving and Inspection of Steel Casings The first sentence of the fifth paragraph is revised to read: Where piles with steel casings are used, and a portion of the pile is exposed to view above the finish ground line or the low water line in water crossings, the steel casings shall not extend above n elevation 0.5 feet below the finish ground line or above the low water line as determined by the Engineer. 6-05.3(4)C Reinforcement This section is revised to read: Reinforcing steel for cast-in-place concrete piles shall be: six No. 5 bars for 12-inch diameter 55 ton pile: seven No. 5 bars for 14-inch diameter 70 ton pile: 1.5 percent of the cross-sectional area of the concrete" using No.5 bars for all other pile sizes. Reinforcement shall extend to the bottom of the pile or 25 feet below the ground line whichever is less. Reinforcement shall extend a minimum of 2 feet into the footing or pile cap or to 2 inches from the top of the footing or pile cap. All bars shall be rigidly fastened together in a single unit which shall be lowered into the casing before the concrete is placed. No loose bars will be permitted. The reinforcement shall be carefully positioned and securely fastened in such a manner as to ensure 2 inches clearance between the main reinforcing bars and the pile casing. Spiral hooping reinforcing steel shall be placed at 4-inch centers around the top 10 feet of the main reinforcement. This spiral hooping shall be No. 3 deformed steel bar, 3/B-inch diameter plain steel bar. Wl1 cold drawn wire or Dll deformed wire. Spiral hooping reinforcing steel shall be placed at 6-inch centers around the remainder of the main reinforcement. This spiral hooping shall be W5 cold drawn wire or D5 deformed wire. 6-05.3(4)D Placing Concrete The first paragraph is revised by adding the following after the second sentence: Such vibration shall extend 25 feet below the top of the pile or to the bottom of the pile whichever is less. 37 6-05.3(5) Prestressed Hollow Concrete Piling This section is supplemented with the fOllowing new section: 6-05.3(5)C Determination of Bearing Capacities Bearing capaci ties of prestressed hollow concrete piling shall be determined by the formulas under Section 6-05.3(2)F. 6-05.3(6)C Splicing The last sentence of the first paragraph is revised to read: Steel pile splices shall be spaced at a minimum distance of 40 feet. 6-05.5 Payment The first sentence of the second paragraph is revised to read: The unit contract price per each for "Furnishing And Driving (kind) Test Pile" shall be full pay for furnishing and driving test piles to the bearing capacity or penetration required by the Engineer, furnishing and installing a pile tip when pile tips are specified for the permanent piles, preboring when preboring is specified for the permananent piles, for pulling the piles or cutting them off. as required, and for removing them from the site or for delivery to the State for salvage when ordered by the Engineer. The second sentence of the fourth paragraph is revised to read: The prjce shall include the furnishing of all materials. tools, equipment, labor and expenses necessary for performing the work. SECTION 6-10, CONCRETE BARRIER (April 6, 1987) 6-10.3(1) Precast Concrete Barriers The first sentence of the third paragraph is revised to read: Concrete barriers shall be precast in sections in accordance with the Standard Plan and shall be new and unused. 6-10.3(2) Cast-In-Place Concrete Barriers The first paragraph is supplemented by the following: At the Contractor's option, the barrier may be constructed by the slipforming method. The third sentence of the second paragraph is revised to read: The barrier shall be cured according to the requirements described in Section 6-02.3(11)A. The fOllowing paragraph is inserted after the third paragraph: 38 - ..... ...... ~--- The maximum allowable deviation from a 10-foot straightedge held longitudinally on all surfaces shall be 1/4 inch. 6-10.3(3) Vacant This section is revised to read: 6-10.3(3) Resetting Concrete Barrier Where shown in the Plans or designated by the Engineer, the Contractor shall reset concrete barrier. When it is not possible to immediately reset removed precast barrier, the Contractor shall temporarily store the barrier at locations approved by the Engineer. 6-10.3(5) Temporary Concrete Barrier This section is revised to read: Temporary concrete barrier shall consist of precast concrete barrier conforming to the details and dimensions shown on the Standard Plan and may be new or used. If used barrier sections are provided, they shall be in good condition, free of cracks, chips, spalls, dirt, and traffic marks. Any barrier section damaged during or after installation shall be immediately replaced with an undamaged section or repaired to the satisfaction of the Engineeer at the Contractor's expense. When use of the barrier is no longer required, it shall be removed from the project and will remain the property of the Contractor. When the barrier sections are furnished by the State, they will remain the property of the State and the Contractor shall deliver the sections to a location designated by the Engineer. All temporary concrete barrier shall be identified as TEMPORARY with a visible painted stencil mark or a stamp on each section. Temporary concrete barrier may be fabricated in lengths other than those shown on the Standard Plan and may have permanent lifting holes (4 inch maximum diameter) or lifting loops. 6-10.4 Measurement The following paragraph is added after the first paragraph: Resetting concrete barrier will be measured by the linear foot along the line and slope of the relocated barrier. When precast concrete barrier is temporarily stored between resettings, the stored barrier will be measured by the linear foot along the top of the barrier in storage. Both placement of barrier in storage and removal of barrier from storage will be counted for measurement. Intermediate moving or resetting of concrete barrier to facilitate the Contractor's operation will not be eligible for measurement. 6-10.5 Payment The first paragraph is supplemented with the following: 7. "Resetting Concrete Barrier", per linear foot. 39 b..- '.'''' - ....,-.. The following paragraph is inserted after the fifth paragraph: The unit contract price per linear foot for "Resetting Concrete. Barrier" shall be full pay for all tools. materials, labor, and equipment necessary to reset or temporarily store the barrier. SECTION 7-01. DRAINS (Auqust 4. 1986) 7-01.2 Materials The. first paragraph is revised by deleting the following materials and their references: Asbestos Cement Drain Pipe . Perforated Asbestos Cement Underdrain Pipe The second and third paragraphs are revised "asbestos cement" in both paragraphs. . 9-05.1(4) . 9-05.2(1) by deleting the words SECTION 9-01. ROADSIDE SEEDING (September 8. 1986) The title of this section is revised to read: SECTION 8-01 EROSION CONTROL 8-01.3(2) Topsoil Type C This section is added after section 8-01.3(2) B: 8-01.3(2) Topsoil Type C Topsoil Type C shall be native topsoil obtained from a source provided by the Contractor outside of the state-owned right of way. Topsoil Type C shall meet the requirements of section 8-01.3 (2)B and section 9-14.1(2). 8-01.4 Measurement The first paragraph is revised to read: Measurement for topsoil Type A, Type 5, and Type C will be by the cubic yard in the haul conveyance at the point of delivery. 8-01.5 Payment The first paragraph is supplemented with the following: "Topsoil Type C", per cubic yard. The second paragraph is revised to read: The unit contract price per cubic yard for "Topsoil Type A", "Topsoil Type Boo, and "Topsoil Type C" shall be full compensation for providing the source of material for Topsoils Type A and C, for 40 excavating, loading, hauling, intermediate windrowing, stockpiling, placing, spreading, process ing, and compact ing Topso i 1 Type A, Topsoil Type B, and Topsoil Type C at the locations shown in the plans or as directed by the Engineer. SECTION 8-11. GUARD RAIL (Januarv 26, 1987) 8-11.4 Measurement The first paragraph is revised to read: Measurement of beam guard rail will be by the linear foot along the line of the completed guard rail from end including transition sections, expansion sections, and sections. measured to end, terminal The following is added after the third paragraph: Measurement of CRT treated timber posts will be per each for the timber post including block and hardware for attachment of the guard rail. 8-11.5 Payment This section is supplemented by the following: 6. "CRT Treated Timber Post", per each. The u'1it contract per each for "CRT Treated Timber Post" shall be full pay for furnishing all labor, tools, equipment, and materials necessary to complete the installation of the CRT treated timber post including drilling holes in the posts at the specified locations. SECTION 9-00, MATERIALS (Mav 27, 1986) 9-00.7 Galvanized Hardware, ASTM Designation A 153 The first sentence of the first paragraph is revised to read: An acceptable alternate to hot-dip galvanizing in accordance with ASTM A 153 will be zinc coatings mechanically deposited in accordance with ASTM B 695, providing (1) the minimum thickness of zinc coating is not less than that specified in ASTM A 153, and (2) the process will not produce hydrogen embrittlement in the base metal. SECTION 9-03, AGGREGATES (Februarv 2. 1987) 9-03.1(2)A Deleterious Substances This section is revised to read: The amount of deleterious substances in the washed aggregate shall not exceed the following values: 41 (i) Particles of specific gravity less than 1.95 percent by weight. 1.0 (2) Organic matter. by colorimetric test. shall not be darker than the reference standard color ASTM Designation C 40 unless other tests prove a darker color to be harmless. 9-03.1(2)B Grading The last paragraph is revised to read: Fine aggregate Class 2 shall meet the requirements of AASHTO Section 6. Grading. and Section 7, Uni formi ty of Grading. addition to the grading requirements listed in AASHTD M6 Section fine aggregate Class 2 shall meet the following requirements: Percent passing U.S. No. 200 sieve... 0 - 2.5 by weight 9-03.1(2)C Use of Substandard Gradings The second paragraph is revised to read: Passing U.S. No. 8 95% Passing U.S. No. 16 80% Passing U.S. No. 30 60% Passing U.S. No. 50 20% Passing U.S. No. 200 02.5% All percentages by weight 42 - - t: "" ,... _:... . "',. ~"'--"'~"""""'"'-'''-_'''''''_''''''''''''''''';'~;;'~~''-'i 9-03.4(2) Grading and ~uality The table in this Section is revised to read: Crushed COver Crushed Screening Stone % Passing Sieve % Passing Passino 3/411-1/211 5/8"-1/411 1/2"-1 4" 3 811-#10 1 4"-0" 1" Square 100 3/4" Square 100 95-100 100 5/8" Square 95-100 95-100 100 1/2" Square 0-20 95-100 100 3/8" Square 0-5 90-100 100 1/4" Square 30-50 0-10 0-15 50-75 90-100 U.S. No. 10 0-3 0-3 0-10 30-S0 U.S. No. 200 0-7.5 0-1.0 0-1.0 0-1. 0 0-1.0 0-10.0 % Fracture, by weight min. 75 75 75 75 75 75 Sand Equivalent Min. 40 Static Stripping Test Pass Pass Pass Pass Pass Pass 9-03.14 Gravel Borrow The last paragraph is revised to read: * If requested by the approval of the Engineer will be satisfactory construction. Contractor, if it is for the the screen size may be increased by determined that larger size aggregate specified backfilling or embankment 43 - ............... --- SECTION 9-05. DRAINAGE STRUCTURES. CULVERTS. AND CONDUITS (December 22. 1986) 9-05.1(2) Zinc Coated (Galvanized) or Aluminum Coated (Aluminized) Corrugated Iron or Steel Drain Pipe The last sentence is revised to read: Welded seam aluminum coated (aluminized) corrugated iron or steel drain pipe with metallized coating applied inside and out following welding is acceptable, 9-05.1(4) Asbestos Cement Drain Pipe This section is deleted. 9-05.2(1) Perforated Asbestos Cement Underdrain Pipe This section is deleted. 9~05.2(4) Zinc Coated (Galvanized) or Aluminum Coated (Aluminized) Corrugated Iron or Steel Underdrain Pipe The last sentence of the first paragraph is revised to read: Welded seam aluminum coated (aluminized) corrugated iron or steel underdrain pipe with metallized coating applied inside and out following welding is acceptable. 9-05.4 Steel Culvert Pipe and Pipe Arch The last sentence is revised to read: Welded seam aluminum coated (aluminized) corrugated steel pipe and pipe arch with metallized coating applied inside and out following. ,welding is acceptable. 9-05.4(3) Protective Treatment Treatment 3 in this section is revised to read: Treatment 3 - Coated inside and out with fibers embedded in the spel ter coating and then covered on both sides with asphalt. 9-05.4(5) Fiber Bonding This section is deleted. 9-05.7(2)A Reinforced Concrete Storm Sewer Pipe The second sentence of the first paragraph is revised to read: Section 7.3.1 of AASHTO Designation M 170 shall be amended to require that both bells and spigots shall be reinforced in pipe 30 inches in diameter and greater. 9-05.9 Asbestos Cement Storm Sewer Pipe This section is revised to read: 44 9-05.9 Steel Spiral Rib Storm Sewer Pipe Steel spiral rib storm sewer pipe shall be manufactured of metallic coated (aluminized or galvanized) corrugated steel and inspected in conformance with Section 9-05.4. The size, coating, and metal shall be as shown in the plans or in the specifications. The manufacturer of spiral rib storm sewer pipe shall furnish to the Engineer a certificate of compliance stating that the materials furnished comply in all respects with these specifications. The Engineer may require additional information or tests, to be performed by the Contractor, at no expense to the State. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated either by using a continuous helical lock seam with a seam gasket or a continuous helical welded seam paralleling the rib. Helical ribs shall project outwardly from the smooth. pipe wall and shall be fabricated from a single thickness of material. The ribs shall be essentially rectangular and shall be 3/4 inch plus 2 times the wall thickness (2t) Zl/8 inch (measured outside the outside) and a minimum of 0.95 inch high (measured as the. minimum vertical distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to top surface of rib). The maximum spacing of ribs sh~ll be 11.75 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be a minimum of 0.10 inch and a maKimum of 0.17 inch. If the sheet between adjacent ribs does. not contain a lockseam, a stiffener shall be included midway between ribs, having a nominal .radius of 0.25 inch and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. When required spiral rib pipe shall be bituminous treated or paved. The bi tuminous treatment for spiral rib pipe shall conform to the requirements of Sections 9-05.4(3) and 9-05.4(4). 9-05.9(1) Continuous Lock Seam Pipe Pipes fabricated with continuous helical seam parallel to the rib may be used for full circle pipe. The lock seam shall be formed in the flat between ribs and shall meet the following quality requirements: 1. The edges of the sheets wi thin the cross-section of lock seam shall lap at least 5/16 inch for pipe greater than 10 inches in diameter with an occasional tolerance of minus 10 percent of lap width allowable. 2. The lapped surfaces shall be in tight contact. 3. There shall be no excessive angularity on the interior of the 180 degree fold of the metal at the rock seam which will cause 45 - ... ,~... - visual cracks in the sheet. Roller indentations shall not cause' cracks in the sheet or a loss of metal-to-metal contact within' the seam. 4. Tensile specimens cut from production pipe normal to and across the lock seam shall develop the strength as tabulated below: Pipe Sheet Thickness Minimum Lock Seam Strength Inches Ib./in. of Width 0.064 425 0.079 650 0.109 875 9-05.9(l)A Basis for Acceptance The basis for acceptance will be a qualification test, conducted by the Headquarters Materials Laboratory, for each manufacturer of gasketed helically corrugated lock seam steel pipe. Only those specific pipe sizes and gasket materials approved under the qualification test will be accepted. Continuous lock seam, pipe shall be sampled and tested in accordance with AASHTO T-249. 9~05.9(2) Continuous Welded Seam Pipe Pipes fabricated with a continuous helical welded seam parallel to the ribs may be used for. full circle pipe. The welding process for galvanized steel pipe shall be so controlled that the combined width of the weld and adjacent spelter coating burned by the welding does' not exceed three times the thickness of the metal. If spel tel' is burned outside these limi ts, the weld and burned spel tel' shall be treated as required below. Testing for welded seam quality control' shall conform to AASHTO T-421. Welded pipe fabricated from aluminized steel pipe shall have the coating of the welded area repaired by flame-sprayed metallizing inside and out after welding. Repair of Damaged Galvanizing: When the galvanized (zinc coated) surface has been burned by gas or arc welding, all surfaces of the welded connections shall be thoroughly cleaned by wire brushing and all traces of the welding flux and loose or cracked galvanizing removed, after which the areas shall be repaired by flame spray metallizing both inside and out. 9-05.9(3) Coupling Bands Coupling bands shall be of the same materials as the pipe. Coupling bands and gaskets shall conform to Section 9-05.10(1). 9-05.10 Steel Storm Sewer Pipe This section is revised to read: Steel storm sewer pipe shall conform to the requirements of Section 9-05.4 for steel culvert pipe and shall be either helically. corrugated lock seam or helically corrugated continuous welded steel pipe. Heli cally corrugated lock seam steel pipe shall require 46 protecti ve Treatment 5. Welded seam aluminum coated (aluminized) steel pipe shall require metallized aluminum coating inside and out fOllowing welding. 9-05.11 Aluminum Storm Sewer Pipe This .section is supplemented with the following: When gasketed helically corrugated lock seam aluminum pipe is called for, Treatment 5 is not required. 9-05.11(2) Basis for Acceptance This section is revised to read: The basis far acceptance af aluminum storm sewer pipe will be the same as specified in Section 9-05.5(7), except when gasketed helicall y corrugated lock seam aluminum pipe is called for. A qualification test, conducted by the Headquarters Materials Laboratory, will be required for each manufacturer of gasketed helically corrugated lock seam aluminum pipe. Only those specific pipe sizes and gasket materials approved under the qualification test will be accepted. 9-05.15(2) Metal Frame and Grate for Catch Basins or Inlets The heading for this section is revised to read: 9-05.15(2) Metal Frame, Grate, and Solid Metal Cover for Catch Basins or Inlets The first sentence of the second paragraph is revised to read: Castings for grates and solid metal Covers for catch basins and inlets shall be cast steel or ductile iron as specified in Sections 9-06.8 or 9-06.14 and as shown in the Standard Plans. 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe The following is added after Section 9-05.16: 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe Aluminum spiral rib storm sewer pipe shall be manufactured of corrugated aluminum and inspected in conformance with Section 9- 05.5. The size, coating, and metal shall be as shown in the plans or in the specifications. The manufacturer of spiral rib storm sewer pipe shall furnish to the Engineer a certificate of compliance stating that the materials furnished comply in all respects with these specifications. The Engineer may require additional information or tests, to be performed by the Contractor, at no expense to the State. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall 47 be fabricated by using a continuous helical lock seam wi th a seam gasket. Helical ribs shall project outwardly from the smooth pipe wall and. shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch wide by 3/4 inch deep with a nominal spacing of 7-1/2 inches center to center. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. 9-05.17(1) continuous Lock Seam Pipe Pipes fabricated with continuous helical seam parallel to the rib may be used for full circle pipe. The lock seam shall be formed in the flat between ribs and shall meet the following quality requirements: 1. The edges of the sheets wi thin the cross-section of lock seam shall lap at least 5/16 inch for pipe greater than 10 inches in diameter, with an occasional tolerance of minus 10 percent of lap width allowable. 2. The lapped surfaces shall be in tight contact. 3. There shall be no excessive angularity on the interior of the 160 degree fold of the metal at the lock seam which will cause visual cracks in the sheet. Roller indentations shall not cause cracks in the sheet or a loss of metal-to-metal contact within the seam. 4. Tensile specimens across the lock tabulated below: cut ft'om production pipe normal to and seam shall develop the strength as Pipe Sheet Thickness Inches 0.060 0.075 0.105 Minimum Lock Seam Strength lb,/in. of Width 170 245 425 9-05.17(1)A Basis for Acceptance The basis for acceptance will be a qualification test ,conducted by the Headquarters Materials Laboratory, for each manufacturer of gasketed helically corrugated lock seam steel pipe. Only those specific pipe sizes and gasket materials approved under the qualification test will be accepted. Continuous lock seam, pipe shall be sampled and tested in accordance with AASHTO T-249. 9-05.17(3) Coupling Bands Coupling bands shall be of the same material as the pipe. Coupling bands and gaskets shall conform to Section 9-05.10(1). 46 SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS (December 9, 1985) 9-06.5(3) High Strength Bolts The last sentence in the fourth paragraph is revised to read: Tests shall be made in accordance with the applicable ASTM requirements. 9-06.15 Shear Connectors This section is revised to read: Manufacture and inspection of studs for shear connectors shall conform to the requirements of Division II, Articles 10.3 and 10.19 of the current AASHTO Standard Specifications for Highway Bridges. 9-06.21 Elastomeric Bearing Pads The first sentence of the first paragraph is revised to read: Elastomeric bearing pads shall conform to the physical property requirements of the current AASHTO Standard Specifications for Highway Bridges, Division II, Section 25. 9-06.23 Bolts and Bolted Connections This section is deleted. SECTION 9-07, REINFORCING STEEL (September 8, 1986) 9-07.1 Defor,aed Steel Bars This section is supplemented by the following: Deformed steel bars are referred to in the plans and specifications by numbers; for example, #3, #4, #5, etc. 9-07.2 Plain Steel Bars This section is revised to read: Where plain steel bars are specified, they shall conform to the chemical and physical properties of ASTM A 615, Grade 60, unless specifically noted otherwise. Plain steel bars are indicated in the plans and specifications by fractions of an inch; for example, 3/8" ~, 1/2" ~, 5/8" ~, etc. 9-07.2(3) Spiral Ties This section is deleted. 9-07.4 Wire Mesh This section is revised to read: Wire mesh for concrete reinforcement shall conform to the requirements of ASTM Designation A 185, Welded Steel Wire Fabric for Concrete Reinforcement or ASTM Designation A 497, Welded Deformed 49 Steel Wire Fabric for Concrete Reinforcement. All wire mesh shall be of an approved kind and quality of manufacturer. 9-07.5 Cold Drawn Wire This section is supplemented by the following: Cold drawn wire is noted in the plans and specifications by the letter W followed by a number indicating the cross-sectional area of the wire in hundredths of a square inch; for example, W2, W5, W20, etc. 9-07.6 Prestressing Reinforcement The first paragraph is revised to read: Prestressing reinforcement shall be 1/2 inch diameter for prestressed concrete girders or precast-prestressed concrete piles and 1/2 or 0.6 inch diameter for cast-in-place prestressed concrete. 9-07.7 Deformed Wire The following new section is added: 9-07.7 Deformed Wire Deformed wire shall conform to the requirements of ASTM Designation A 496, Deformed Steel Wire for Concrete Reinforcement. Deformed wire is noted in the plans and specifications by the letter D, followed by a number indicating the cross-sectional area of the wire in hundredths of a square inch; for e:H:ample, 02, 05, 020, etc. SECTION 9-09, TIMBER AND LUMBER (Julv 28. 1986) 9-09.2 Grade Requirements The Tabulated Working Stresses Chart referred to in this section is supplemented with the following: Guard Rail Posts Lodgepole Pine 1100 65 250 850 1,100,000 Select 6" x an or 8" x 8" Structural WWPA or WCLIB Lodgepole pine 875 65 250 725 1,100,000 Grade #1, 8" x en only WWPA or WCLIB SECTION 9-14, ROADSIDE SEEDING AND ROADSIDE PLANTING (September 22. 1986) This section, including the title, is revised to read: 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.1 Soil 50 9-14.1(1) Topsoil Type A The topsoil shall be friable surface soil from the A horizon as determined by the United states Agriculture Soil Conservation Service Soil Survey. Topsoil shall be free from: materials toxic to plant growth; noxious weed seeds, rhizomes, roots~ subsoil; stones and other debris. One hundred percent of the topsoil shall pass through a 1 inch screen. Maximum electrical conductivity shall be 2.0 milliohms and the maximum exchangeable sodium percentage shall be 10 percent. Topsoil Type A shall consist of a sandy clay loam. sandy loam. loam, clay loam. silty clay loam. or silt loam soil. These soil textural classes shall be determined by the United States Department of Agriculture Classification System. These textural classes shall be restricted by the following maximum percentage compositions based on the material passing the Number 10 screen. Maximum Percentage Separates Allowable sand 50% Clay 20% The maximum allowable percentage of gravel retained on a 1/4 inch screen shall not exceed 20 percent by weight. Of the material p>assing the 1/4 inch screen. the maximum allowable percentage of gravel retained on a Number 10 screen shall not exceed 10 percent by weight. Total organiC matter shall be 1 percent to 10 percent by vol ume. Organi c matter shall be determined by the Walk.ley-Black. sulphuric acid dichromate digestion process. The pH shall be 5.5 to 7.0. 9-14.1(2) Topsoil Type B Topsoil Type B shall be native topsoil. as described in section 8-01.3(2)5. tak.en from within the project limits either from the area where roadway excavation is to be performed or from strippings from borrow, pit. or quarry sites. or from other approved State sources. 9-14.1(3) Topsoil Type C Topsoil Type C shall be native Topsoil Type 5 but obtained from outside of .the State owned right topsoil meeting the requirements of a source provided by the contractor of way. 9-14.2 Seed Grasses. legumes. or cover crop seed of the type hereinafter specified shall conform to the standards for "Certified" grade seed or better as outlined by the State of Washington Department of Agriculture "Rules for Seed Certification". latest edition. Seed shall be furnished in standard containers on which shall be shown the following information: 1. Common name of seed 51 "_\'('_:~s':;::'i\'::"'Y', ......_;,.':,....;.;.......i.;,..._:::.....-'<'.,:.. ',-'.,'-','"',":.,'...',:.":,,. .,,-......... 2. Lot number 3. Net weight 4. Percentage of purity 5. Percentage of germination (in case of legumes percentage of germination to include hard seed) 6. Percentage of weed seed content and inert material clearlymarked for each kind of seed in accordance with applicable state and Federal laws. Upon request, the Contractor shall furnish to the Engineer duplicate copies of a statement signed by the vendor certifying that each lot of seed has been tested by a recognized seed testing laboratory wi thin six months before the date of delivery on the project. Seed which has become wet, moldy, or otherwise damaged in transit or storage will not be accepted. 9-14.3 Fertilizer Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer of the kind and quality specified herein. It may be separate or in a mixture containing the percentage of total nitrogen, available phosphoric acid, and water-soluble potash in the amounts specified. All fertilizers shall be furnished in standard unopened containers wi th weight, name of plant nutrients, and manufacturer's guaranteed statement of analysis clearly marked, all in accordance with State and Federal laws. Fertilizer shall be supplied in one of the following forms: 1. A dry f ree- f lowing granular fert i 1 izer, sui table for application by agricultural fertilizer spreader. 2. A soluble form that will permit complete suspension of insoluble particles in water, sui table for application by power sprayer. 3. A homogeneous pellet, sui table for application through a Ferti-blast gun. 4. A tablet or other form of controlled release with a minimum of 1 year release period. 9-14.3(1) Lime AgriCUlture lime shall be of standard manufacture, flour grade, meeting the requirements of ASTM C 602. 9-14.4 Mulch and Amendments 9-14.4(1) Straw All straw mulch material shall be in an air-dried condition free of noxious weeds and other materials detrimental to plant life. Straw shall be seasoned before bailing or loading. Straw mulch so provided shall be suitable for spreading with mulch blower equipment. 52 9-14.4(2) Wood Cellulose Fiber Wood cellulose fiber mulch shall be specially processed wood fiber containing no growth or germination inhibiting factors and shall be dyed a sui table color to facilitate inspection of the placement of. the material. It shall be manufactured in a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogeneous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Each package of the cellulose fiber shall be marked by the manufacturer to show the air-dry weight content. 9-14.4(3) Bark Bark mulch shall consist of Douglas fir, pine, or hemlock bark. It shall be ground so that a minimum ot 95 percent of the material will pass through a 1-1/2 inch screen and no more than 55 percent, by loose volume, will pass through a 1/4-inch screen. The bark mulch shall not contain resin, tannin, or other compounds in quantities that would be detrimental to plant life. 9-14.4(4) Sawdust Sawdust mulch shall be free of chips, chunks, and large splinters, and shall not contain resin, tannin, or other compounds in quantities that would be detrimental to plant life: 9-14.4(5) Peat The peat shall be derived from sphagnum moss and conform to ASTM D 2607 unless otherwise specified. Peat shall be shredded and granulated to pass a 1/2-inch mesh screen and conditioned in storage piles for at least six months after excavation. The peat shall not contain substances harmful to plant life. 9-14.4(6) Vermiculite/Perlite/Pumice VermicUlite, perlite, or pumice shall be horticultural grade and free of any toxic materials. 9-14.4(7) Tackifier Tackifier used as a tie-down for mulch shall conform to, and is specified as one of the following: Type A Organic tackifier shall be derived from natural organic plant sources containing no growth or germination inhibiting materials. It shall be applied in quantities sufficient to equal the retention properties of a CSS-1 asphalt emulsion being applied at the rate of 400 gallons per acre. Tackifier shall hydrate in water and readily blend with other slurry materials. Wood cellulose fiber shall be added to the tackifier as a tracer at the rate of 150 pounds per acre. The tackifier shall be sprayed on the mulch after it is in place on the slopes. 53 Type B Asphalt emulsion tackifier. a CSS-1 emulsion conforming to the requirements of section 9-02.1(6). 9-14.5 Matting 9-14.5(1) Jute Matting Jute matting shall be of a uniform open plain weave of unbleached. single jute yarn treated with afire retardant chemical. The yarn shall be ofa loosely twisted construction and shall not vary in thickness by more than 1/2 of its normal diameter. Jute matting shall be furnished in rolled strips appro~imately 50 yards in length. Matting width shall be 48 inches with an average weight of 0.92 pound per square yard. A tolerance of plus or minus 1 inch in width and 5 percent i,n weight will be allowed, 9-14.5(2) Excelsior Matting Excelsior matting shall be a covered on one side with composition. machine produced mat of wood excelsior plastic netting or twisted paper The excelsior matting shall have a minimum dry weight of wood fibers of 0.8 pound per square yard. plus or minus 5 percent. It shall be of uniform thickness. with the fiber evenly distributed over the entire area of the mat. The plastic netting shall have a 3-inch by 3-inch maximum mesh size. The width of matting and net shall be 36 inches. and .the rolls shall be approximately 150 feet long. 9-14.5(3) Clear Plastic Covering Clear plastic covering shall meet the requirements of NBS Voluntary Product standard. PS 17-69. for polyethylene sheeting having a minimum thickness of 6 mils. 9-14.6 Plant Materials 9-14.6(1) Description Seedlings are plants grown from cuttings. seeds. or other approved propagation methods. These plant materials do not normally show form characteristic to species generally under three years of age and less than 24 inches in height. Measurement is by height in 3- inch increments or by age and number of times transplanted. Whips are bareroot. broadleaf trees. generally unbranched and between 2 feet to 6 feet in height. Measurement is by 1-foot height increments. Broadleaf trees are branched. over 6 feet in height and measured by caliper and/or height. 54 ...- ~,.- Coniferous trees are over 2 feet in height and measured in height and' occasionally spread. Shrubs and groundcovers begin to show form characteristic to their normal habit of growth and are measured by height and/or spread. Container sizes may be specified in addi tion to other measurements, however, the other measurements shall govern. 9-14,6(2) Quality All plant material furnished shall meet the grades established by the latest edition of the American Standard for Nursery Stock, shall conform to the size and acceptable conditions as listed in the contract, and shall be free of all foreign plant material. All plant 'material shall comply with State and Federal laws with respect to inspection for plant diseases and insect infestation. All plants shall consist of live woody or herbaceous plant material and shall be vigorous, well formed, with well developed fibrous root systems, free from dead branches, lichens, and from damage caused by an absence or an excess .of heat or moisture, insects, disease, mechanical or other causes detrimental to good plant development. Evergreen plants shall be well foliated and of good color. Deciduous trees which have solitary leaders shall have only the lateral branches thinned by pruning. All coniferous trees shall have only one leader (growing. apex) and one terminal bud. Trees having a damaged or missing leader, multiple leaders, or Y-crotches will be rejected. Root balls of plant materials shall be solidly held together by a fibrous root system and shall be composed only of the soil in which the plant has been actually growing. The ball shall be securely wrapped with jute burlap or other packing material not injurious to the plant life. Root balls shall be free of weed or foreign plant growth. Plant materials shall be nursery grown stock. Plant material gathered from native stands shall be held under nursery conditions for a minimum of one full growing season, shall be free of all foreign plant material and meet all of the requirements of these specifications, the plans, and the special provisions. Container grown plants must be plants transplanted into a container and grown in that container sufficiently long for new fibrous roots to have developed so that the root mass will retain its shape and hold together when removed from the container. Plant material which is rootbound, as determined by the Engineer, will be rejected. 55 Container sizes for plant material of a larger grade than provided for in the container grown specifications of the American Standard for Nursery Stock IA.S.N.S.) shall be determined by the volume of the root ball specified in the A.S.N.S, for the same size plant material. All bare root plant materials shall have a heavy fibrous root system. All plants must be dormant at the time of planting. Average height to spread proportions and branching shall be in accordance with the applicable sections. illustrations. and accompanying notes of the American Standard for Nursery Stock. Plants, which have been determined by the Engineer to have sutfered damage as the. resul t of girdl ing of the roots. stem, or a major branch; have deformities of the stem or major branches; have a lack of symmetry; have dead or defoliated tops or branches, or have any defect. injury, or condition which renders the plant unsuitable for its intended use, will be rejected. 9-14.6(3) Handling and Shipping Handling and shipping shall be done in a manner that is not detrimental to the plants. The nursery shall furnish a notice of shipment in triplicate at the time of shipment of each carload or other lot of plant material. The original copy shall be mailed to the Project Engineer, the duplicate to the consignee and the triplicate shall accompany the shipment to be furnished to the Engineer at the job site. The notice shall contain the following information: ' 1. Name of shipper. 2. Date of shipment 3. Name of commodi ty. the contract.) (Including all names as specified in 4. Consignee and delivery point. 5. State contract number. 6. Point from which shipped. 7. Quantity contained. B. Certificate of grade. the specifications.) (Statement that material conforms to 9. Size. (Height, runner length. caliper, etc. as required.) 10, statement of root pruning. (Date pruned and size of 56 pruning, ) 11. Signature of shipper by authorized representative. To acclimate plant materials to Northwest conditions, all plant materials used on a project shall be grown continuously outdoors north of the 42nd Latitude (Oregon-California Border) from not later than August 1 of the year prior to the time of planting. All container grown plants shall be handled by the container. All balled and burlapped plants shall be handled by the ball. Plant material shall be packed for shipment in accordance with prevailing practice for the type of plant being shipped, and shall be protected at all times against drying, sun, wind, heat, freezing, and similar detrimental conditions both during shipment and during related handling. Where necessary, plant material shall be temporarily heeled in. When transported in closed vehicles, plants shall receive adequate ventilation to prevent sweating, When transported in open vetoicles, plants shall be protected by tarpaulins or other suitable cover material. 9-14.6(4) Tagging Plants delivered as a single unit of 25 or less of the same size, species, and variety shall be clearly marked and tagged. Plants delivered in large quantities of more than 25 must be segregated asto variety, grade, and size; and one plant in each 25, or fraction thereof, of each variety, grade, and size shall be tagged. 9-14.6(5) Inspection The state will make no inspection of plant material at the source except as it may elect. control samples of plant material may be submi tted to the Engineer for approval as to size, grade, variety, etc.; however, such approval shall not be considered as final acceptance for payment. The Contractor shall notify the Engineer, not less than 48 hours in advance, of plant material delivery to the project. 9-14.6(6) Substitution of Plants No substitution of plant material, species or variety, will be permi tted unless evidence is submi tted in wri ting to the Engineer that a specified plant cannot be obtained and has been unobtainable since the award of the contract. If substitution is permitted, it can be made only with written approval by the Engineer. The nearest variety, size, and grade, as approved by the Engineer, shall then be furnished. 9-14.6(7) Temporary Storage Plants stored under temporary conditions shall be the responsibility of the Contractor. 57 .......,... -'- Plants stored on the project shall be protected at all times from extreme weather conditions by insulating the root balls with sawdust, soi I, or other approved material and shall be kept moist at all times. 9-14.6(8) Sod The available grass mixtures on the current market shall be submitted to the Engineer for selection and approval. The sod shall be field grown, one calendar year or older, have a well developed root structure, and be free of all weeds, disease. and insect damage. Prior to cutting. the sod shall be green, in an active and vigorous state of growth, and mowed to a height not exceeding 1 inch. The sod shall be cut with a minimum of one inch of soil adhering. 9-14.1 stakes, Guys, and Wrapping Stakes shall be wood and shall be installed as shown in the plans. The minimum size of wire used for guying shall be 14 gage, soft drawn. Commercial plant ties may be used in lieu of hose and wire guying upon approval of the Engineer. Hose for guying shall be nylon, rubber, or reinforced plastic and shall have an inside diameter of at least 1/2 inch. Tree wrap shall be a crinkled waterproof paper weighing not less than 4.0 pounds per 100 square feet and shall. be made up of two sheets cemented together with asphalt. SECTION 9-16. FENCE AND GUARD RAIL (April 1. 1985) Rail Element The first sentence of the first paragraph of section 9-16.3 (1) of the standard specifications is revised to read: The W-beam rail element and terminal sections shall consist of 12 gage steel formed into a beam not less than 12 inches wide and 3 inches deep. Guard rail Type 10 (thrie beam) and the transition sections shall consist of 10 gage steel formed into a beam not less than 20 inches wide and 3 inches deep. Design F terminal sections shall consist of 10 gage steel. 58 SPECIAL PROVISIONS The following special provisions supersede any conflicting provisions. of the 1984 Standard Specifications for Road, Bridge. and Municipal Construction adopted in June, 19B4, and the foregoing amendments to the standard specifications and are made a part of this contract. It shall be understood that all references to state officers in the above mentioned standards shall mean the corresponding county offices for the purposes of this contract. For example, all references to Highway Commission shall mean the Board of County Commissioners, and all references to the Director of Highways shall mean the County Engineer. The standard Engineer, absence, contacted Townsend, term "Engineer" as used in these specifications or in the specifications, whenever they apply, refers to the County County of Jefferson, who is in charge of this work or in his the County Engineer's representative. The Engineer may be at the Courthouse,p.o. Box 1220, 1820 Jefferson Street, Port WA, 9836B, Telephone Number (206) 385-3505. PREQUALIFICATION OF BIDDERS (October 22. 1984~ Section 1-02.1 is deleted for this project, DATE OF OPENING BIDS (September 17, 1984) Sealed bids will be received at the fOllowing location before the specified time: Jefferson County Commissioners Office, 1820 Jefferson Street, P.O. Box 1220, Courthouse, Port Townsend, WA 98368. The bid opening date for this project shall be Monday, August 10, 1987. The bids will be publiCly opened and read after 10:30 A.M. on this date. DESCRIPTION OF WORK (Mav 5. 19B7) This contract provides for the improvement of Rice Lake Road, County Road No. 344009, CRP 587, Jefferson County, by replacing eXisting log bridge with a permanent 20-foot wide, 32-foot long single lane concrete bridge and constructing single lane approaches, including grading, drainage, and various other work as described in the contract documents. CONSIDERATION OF BIDS (November 2. 1981) Bidders are notified that all bids are likely to be rejected if the lowest responsive bid received exceeds the Engineer's estimate by an unreasonable amount. In the event all bids are rejected for this reason, this project may be deferred for readvertising for bids until a more competitive situation exists. 59 FUNDS (May 5, 1987) Federal Highway Adminstration (FHWA) (BROS-2016[5]) and Jefferson County funds are involved in this project. SURVEYING (September 23, 1985) Surveyinq-Roadway The Contractor shall be responsible for setting and maintaining all al ignment stakes, slope stakes, and grades necessary for the construction of the roadbed, surfacing, and paving,if such construction is included in this project. Except for the survey control data to be furnished by the State, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. Copies of the State provided survey control data are available for the bidder's inspection at the office of the Project Engineer. To facilitate the establishment of these lines and elevations, the State will provide the Contractor with the following~urvey control: 1. Elevation benchmarks and alignment center line control points for the main line, one time only. 2. Provide the Contractor with technical advice if requested. 3. Computed grades where needed. 4. Horizontal curve ~eflections. 5. One copy of transit notes showing reference to control points. The Contractor shall give the State two weeks notification to allow adequate time to provide the above data. The State will spot-check the lines and elevations to ensure their accuracy and that they are within the following tolerances: 2. Slope Stakes j:0.1 foot subgr~de blue tops set 0.05 below grade ;to.01 foot Stationing ;to.l foot Alignment ;to.01 foot Surfacing red and yellow tops ;to.01 foot 1. 3. 4. 5. 6. Bridge end elevations ;to.OOS foot 60 -'- Slope stakes, subgrade blue tops, and surfacing red and yellow tops shall be at 50-foot intervals. These spot-checks will not change the requirements for normal checking and testing as described elsewhere, and does not relieve the Contractor of the responsibility of producing a finished product that is in accordance with the Plans, Standard Specifications, and Special Provisions of this contract. In all disputes concerning accuracy of lines and elevations, the State shall be assumed correct and the Contractor shall correct the discrepancies before construction work may proceed. No addi tional compensation will be paid for this corrective work. AMERICAN-MADE MATERIAL (April 16, 1984) The provisions of section 1-06.5 of the standard specifications shall apply in all aspects except for the bid items permanently incorporated into the project comprised of or containing steel construction material. For this proj ect, the steel construction material that is permanently incorporated into the project and contained in these items shall consist of American-made material only, American-made material is defined as material having all manufacturing processes occur in the United States. . The Contractor may utilize minor amounts of foreign steel 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 $2500.00, whichever is greater. A certification of Materials Origin on the form provided by the Engineer will be required attesting to compliance with this provision prior to incorporating any materials into the project. PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES (June 11. 1984) In addition to the requirements of Section 1-07.1, the Contractor shall comply with the following environmental provisions which are made a part of the contract documents. A copy of the environmental provisions is available to the Contractor at the Project Engineer's office. If the Contractor's operations involve work outside the areas covered by the following environmental provisions he shall advise the Engineer and request a list of any additional environmental provisions covering the area involved. A copy of any additional environmental provisions is also available to the Contractor at the Project Engineer's office. Regulation 1 Olympic Air Pollution Control Authority STATE SALES TAX 61 (November 2, 1981) The work on this contract obligates the Contractor Section 1-07.2(1} applY. is to be performed upon lands whose ownership to pay State sales tax. The provisions of GAME. FISHERIES. AND ECOLOGY REGULATIONS (June 14, 1982) The Department of Transportation has o\:)tained a Hydraul ic Pro ject Approval for this project and the Contractor shall comply with all provisions of this approval. All contacts with the Department of Fisheries or .the Department of Game concerning his approval shall be through the Engineer. The provisions of the approval are as follows: 1. Construction activity in the wetted portion of the stream shall be 1 imi ted to removal of the old br idge. placement of bank protection material. and foot travel across the stream. 2. All fresh concrete work shall be well isolated from the stream and cured prior to stream exposure. 3. Removal of streamside vegetation shall be limited to within the construction right of way. Excessive removal is discouraged. 4. Exposed banks may be rock armored. 5. Road approaches to the bridge shall be constructed to avoid silty road wash from directly entering the creek. This Hydraul ic Pro ject Approval is not a permit for work in material sources or disposal sites not provided in the contract. state Department of Ecoloqy 1. Water quality standards have been established for all surface waters of the state. For bridge or other construction with related short-term activi ties such as working directly in the stream. pouring concrete, or other similar activities which temporarily reduce the water quality, the contractor must obtain approval of his proposed method of operation from the Washington State Department of Ecology. The contractor shall furnish copies of such permits and approvalS to the Engineer prior to beginning any work so affected. LOAD LIMITS (November 2. 1981) Except for the load limit restrictions specified in Section 1-07.7. the Contractor may operate vehicles which exceed the legal gross weight 62 limitations without special permits provided such vehicles are employed in limits of this project. or payment of adclitional fees. the construction and wi thin the Subparagraph 1 of the seconcl paragraph of Section 1-07,7 is deletecl. WAGES (Julv 7. 1986) The Fecleral wage rates incorporatecl in this contract have been establishecl by the Secretary of Labor uncler United States Department of Labor. Decision No. WA86-1. LONGSHOREMEN'S AND HARBOR WORKER'S COMPENSATION ACT (February 9. 1987) Prospective biclclers are aclvisecl that insurance coverage in compliance with the Longshoreman's and Harbor Worker's Compensation Act may be required for work on or adjacent to water. Contractors shall make their own determinations as to whether workers will be covered under the Longshoremen's and Harbor Worker's Compensation Act or the industrial insurance coverage administered by the Washington State Department of Labor and Industries. The Contractor shall include all costs of provicling either or both of the aforementioned insurance coverages in the bid. No additional compensation will be allowed for failure to include such costs, nor will determinations made by the U. S. Department of Labor or. the Washington State Department of Labor and Industries entitle the Contractor to adclitional compensation. CERTIFICATION OF NON-SEGREGATED FACILITIES (November 2. 1981) The Contractor is advised that by signature of the bid for this project the Contractor is deemed to have signed and agreed to the provisions of the "Certification of Nonsegregated Facilities" which is. included and made a part of this bid proposal. Subcontracts ancl materials supply agreements which exceed $10,000 also require certification of nonsegregated facilities as set forth in the proposal for this project. Section 1-08.1 is supplemented to require that all requests for permission to sublet, assign, or otherwise dispose of any portion of this contract shall be accompanied by evidence of this certification by subcontractors and materials suppliers in compliance with the provisions of the Equal Opportunity clause. EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES (May 13, 1985) In addition to the requirements of section 1-07.11 of the standard specifications the Contractor shall comply with the following: Requirement For Affirmative Action to Ensure Equal Emplovment Opportunity (Executive Order 11246) 63 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, expressed in percentage terms for the Contractor's aggregate workforce in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Until further notice Minorities - by Standard Metropolitan Statistical Area (SMSA) Goal 6.9% Spokane, WA: SMSA Counties: Spokane, WA --------------------------- 2.8 WA Spokane. Non-SMSA Counties -----------------------___ 3.0 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. Richland, WA: SMSA Counties: Richland Kennewick, WA ---------------- 5.4 WA Benton; WA Franklin. Non-SMSA Counties -------------------------_ 3.6 WA Walla Walla. Yakima, WA: SMSA Counties: Yakima, WA ---------------------------- 9.7 WA Yakima. Non-SMSA Counties ------------------------__ 7.2 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. Seattle, WA: SMSA Counties: Seattle Everett, WA -------------------- 7.2 WA King; WA Snohomish. Tacoma, WA ----------------------------- 6.2 WA Pier.ce. 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: 64 -. - ~ '"~ Portlana, OR-WA --------------__________ 4.5 WA Clark, Non-SMSA Counties ---------------___________ 3.6 WA Cowlitz; WA Klickltat; WA Skamania; WA Wahkiakum. These goals are applicable to each nonexempt Contractor's total onsite construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, federally assisted or nonfederally related project, contract or subcontract until further notice. The Contractor I 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 gooa faith effort to employ minOrities ana women evenly on each of its projects. The transfe2" of minori ty or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor I s goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance wi th the goals will be measured against the total work hou2"s performed. 3. The Cont1:'actor shall proviae written notification to the Enginee1:' wi thin 10 working days of award of any construction subcontract in excess of $10,000 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; estimatea starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. Standa2"d Contract As Used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. 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, Uni ted States Department of Labor, or any person to 65 (::,,7; l1li'[ "- . - '''...- 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, person of Mexican, Puerto Rican, Cuban, South American, or other Spanish origin. spanish surnamed Central American, (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 spec if i c aff irma ti ve action standards provided in paragraphs 7a through P of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total 66 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. Nei ther the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availabili ty 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 avai lable, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone. 67 .-,-,,,,.<~...,,-;,,,,,.....,..,,....,,,,....,-,...",~.;,:,..;.. 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 minor.1ty 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 Upg:t"ading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the [J. S. Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by proViding notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting itsEEO 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 minori ty and female news media, and providing wri tten notification to and discussing the Contractor's EEO policy with 68 other Contractors and Subcontractors with whom i.:he Contractor. does or anticipates doing business, L 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 minori ty 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 4l CFR Part 60-3. l. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportuni ties and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, jOb classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and sUppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. B. Contractors are encouraged to participate in voluntary associations 69 ~ - which assist in fulfilling one or more of their affirmative action obligations (7a through pl. 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 anyone or more of the obligations under 7a through P of these specifications 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 nonminority. 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 Contractcr may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Gontractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, 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 70 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 submi t reports reI a t ing to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee the 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, contractors shall 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) . REQUIRED FEDERAL AID PROVISIONS (Julv 11. 1983) The Federal Aid Contract Provisions supersede any conflicting provisions of the Standard Specifications and are made a part of this contract. The Federal Aid Provisions and the amendment thereto included in this contract require that the Contractor insert them in each subcontract, together wi th the wage rates which are a part of the Federal Aid Provisions by reference. For. this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the Federal Aid Provisions, the amendment thereto and the applicable wage rates. DISADVANTAGED BUSINESSES AND WOMEN'S BUSINESS ENTERPRISE PARTICIPATION (DB/WEE) (April 28, 1986) General ReqUirements for Recipients For the purpose of this section (General Requirements for Recipients) the following definitions apply: a. "Recipient" means any entity, public or private, to whom DOT financial assistance is extended directly or through another recipient. b. "Department" or "DOT" means the U. S. Department of Transportation including its operating elements. 71 c. "contractor" means one who participates through a contract or subcontract and includes lessees. The following is quoted from the United States Code of Regulations 49 CFR Part 23,45. a. Each recipient shall agree to abide by the statements in paragraphs (1) and (2) below this section. These statements shall be included in the recipient's DOT financial assistance agreement and in all subsequent agreements between the recipient and any sub-recipient and in all subsequent DOT assisted contracts between recipients or sub-recipients and any Contractor. (1) "Policy" It is the policy of the Jefferson County Department of Public Works that Disadvantaged Businesses as defined in 49 CFR Part 23 shall have the maximum opportunity to participate in the performance of contracts financed in whole or in part with Federal funds under this agreement. consequently the DB requirements of 49 CFR Part 23. apply to this agreement. (2) "DB/WBE obligation" The recipient or its Contractor agrees to ensure Disadvantaged and Women owned Businesses as defined in 49 CFR Part 23 have the. maximum opportunity to participate in the performance of contracts and subcontracts financed in whole or in part with Federal funds provided under this agreement. In this regard all recipients or Contractors shall take all necessary and reasonable steps in accordance with 49 CFR Part 23 to ensure DB/WBE have the maximum opportunity to compete for and perform contracts. Recipients and their contractors shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of DOT assisted contracts", The DB/WBE Policy Statement and DB/WBE Obligation cited above shall be made a part of all subcontracts and agreements entered into as a result of this .contract. Definitions When referred to in this contract, the terms Disadvantaged Businesses (DB), and Women's Business Enterprise (WBE) will be construed to have the following meanings: "Disadvantaged business" means a small business concern: (a) Which is at least 51 percent owned by one or more socially and economically disadvantaged individuals, or, in the case of any publicly owned business, at least 51 percent of the stock of which is owned by one or more socially and economically disadvantaged individuals: and (b) whose management and daily business operations are controlled by one 12 or more of the socially and economically disadvantaged individuals. who own it, "Small business concern" means a small business as defined pursuant to section 3 of the Small Business Act and relevant regulations promulgated pursuant thereto. "Socially and economically disadvantaged individuals" means those individuals who are citizens of the United States (or lawfully admitted permanent residents) and who are Black Americans, Hispanic Americans, Native Americans, Asian-Pacific Americans, or Asian-Indian Americans and any other minorities or individuals found to be disadvantaged by the Small Business Administration pursuant to section Sea) of the small Business Act. Recipients shall make a rebuttable presumption that individuals in the following groups are socially and economically disadvantaged. Recipients also may determine, on a case-by-case basis, that individuals who are not a member of one of the following groups are socially and economically disadvantaged. (a) "Black Americans," which includes persons having origins in any of the Black racial groups of Africa; (b) "Hispanic Americans," which includes persons of Mexican, Puerto Rican, Cuban, Central or South American, or other Spanish culture or origin, regardless of race; (c) "Native Americans," which includes persons who are American Indians, Eskimos, Aleuts, or Native Hawaiians; (d) "Asian-Pacific Americans," which includes persons whose origins are from Japan, China, Taiwan, Korea, Vietnam, Laos, Cambodia, the Philippines, Samoa, Guam, the U.S. Trust Territories of the Pacific, and the Northern Marianas; and (e) "Asian-Indian Americans," which includes persons whose origins are from India, Pakistan, and Bangladesh, "Women's Business Enterprisell (WBE) means a small business concern, as defined pursuant to section 3 of the Small Business Act and implementing regulations which is owned and controlled by one or more women, "Owned and controlled" means a business: (a) Which is at least 51 per centum (51%) owned by one or more women, or in the case of a publicly owned business, at least 51 per centum (51%) of the stock of which is owned by one or more women; and (b) Whose management and daily business operations are controlled by one or more such individuals. DB/WBE Eliqibilitv Disadvantaged Businesses and Women's Business Enterprises proposed by the bidder to be used on this project shall be shown as a DB or WBE on the current list of firms accepted as certified by the Office of Minority and 73 Women's Business Enterprises (OMWBE) or who can produce written proof from OMWBE showing they were accepted as certified as such prior to the date fixed for opening bids. Such certifications are made pursuant to authority granted by, among other things, CH 39.19 RCW, Ch. 326 WAC and 49CFR. In addition to firms accepted as certified by OMWBE and appearing on the above referenced list, Jefferson County Department of ?ublic Works will accept any firm determined by the Federal Small Business Administration to be owned and controlled by socially and economically disadvantaged individuals under Section 6(a) of the Small Business Act, 13CFR, Part 121 as amended. Provided further, that the Washington State Off ice of Minority and Women's Business Enterprises must have received a completed OMWBE application form from such firms together with written proof of SBA 8(a) certification prior to the date fixed for opening bids. A consolidated list of firms accepted as certified by OMWBE is available at nominal cost from that office. DB and WBE firms which are not so certified at the time fixed for the opening of bids will not be accepted by the County for participation in this project for purposes of meeting the goals as stated below. This shall be true notwithstanding any later certification. In the event the apparent low bidder, in good faith, proposes to use a firm that is certified at the time of the submission of the bid, and that firm is later found by the Office of Minority and Women's Business Enterprises to be ineligible or unable to perform, then the apparent low bidder will be required to substitute another certified firm of the kind needed to meet the goal, before award, at no additional cost to the County. Joint Venture Approval Under authority of 49 CFR, money spent on contracts awarded to joint ventures can be counted toward goal attainment when the procedure outlined in this specification is followed. a. Contents of joint venture agreement. The joint venture agreement must be in writing and signed under penalty of perjury by all of the joint venturers. Each joint venture agreement shall specify the contribution made by each joint venturer; the control each will exercise: the potential for profit or loss and the distribution thereof. Each of these elements must be allocated in proportion to their contribution. The joint venture agreement must also identify the commercially useful function the joint venture will perform and the part of the work each joint venturer will do. The agreement must also specify which participant(s) are DBEs and which are WBEs and give documentations of DWBE certification. b. Requests for approval. Any joint venture may request approval by the Jefferson County Department of Public Works. The request 74 - must be in writing, must include a written joint venture agreement and must contain a statement that gives .Jefferson County Department of Public Works authority to audit the joint venture. A prospective bidder who has not been certified as a joint venture may not be given a bid proposal unless the bidder has submitted his jOint venture agreement at least seven calendar days before the date of opening bids for a specified project. The agreement shall conform to the requirements of subsection (a) of this section. .Jefferson County Department of Public Works shall approve a joint venture which submits an agreement that contains each of these specified elements. c. Time of request. A request for approval of a joint venture must be submitted and approved before the time fixed for bid opening. If the joint venture is not approved, the agency shall award to the lowest responsive bidder or rebid. d. Effect of approval. An approved joint venture is approved only for one specific contract. e. Investigation. .Jefferson County Department of Public Works may request additional information from an enterprise seeking approval as a joint venture. Failure to provide the requested information shall result in the denial of the request approval. f. Complaints; Complaints regarding the opposition of validity of an approved joint venture shall be written and shall be made to .Jefferson County Department Of Public Works and to OMWBE. .Jefferson County Department of Public Works shall fully investigate each complaint and issue a written report of its findings. The report will be provided to the complainant and to OMWBE. Concurrently, the .Jefferson County Department of Public Works may investigate complaints pursuant to its rules and Chapter 39.19 RCW. DB/WBE Goals In order to comply with the requirements of 49 CFR Part 23, the State has established goal(s) in the amount(s) of: a. $0.00 for Disadvantaged Businesses; b. $0.00 for Women's Business Enterprises. The bidder. shall complete and submit with his bid, a Disadvantaged Businesses and Women's Business Enterprise Utilization Certification which has been made a part of the proposal. This certification shall be used to determine whether a bidder has complied with the DB/WBE goal requirements. The County shall consider as unresponsive those bids submitted which do not contain the certification, which contain an incomplete or false certification, or which display insufficient projected use of DB/WBEs. The County expects that the bidder shall make every.effort, through negotiations and/or written solicitations, to meet 75 b..-. .,.,..,-, ,~ - . --.. the above specified goal(s). The County expects each bidder shall attain each goal. After bids are opened. the County may. at its discretion, request a detailed description of partial bid items to be performed by DB/WBES. Toward Meetin Goals be counted toward meeting goals set in criteria: Countin a. Except as specified below, the total dollar value of the contract awarded to the DB/WBE is counted toward the applicable DB/WBE goals, b. The total dollar value of a contract to a DB/WBE owned and controlled by both minori ty males and non-minority females is counted toward the goals for disadvantaged and women. respectively, in proportion to the percentage of ownership and control of each group in the business. The dollar value of a contract with a DB/WBE owned and controlled by minority women can be counted towards either the DB contract goal or the WBE contract goal but not to both on the same project. The Contractor or agency employing the firm may choose how .the contract value is applied to the goal. c. A portion of the total dollar value of a contract with an eligible joint venture equal to the percentage of the ownership and control of the DB/WBE partner in the joint venture will be counted toward the DB/WBE goals. d. Expenditures for materials and supplies obtained from DB/WBE suppliers and manufacturers are counted toward the DB/WBE goals, provided that the DB/WBE assume the actual and contractual responsibility for the provision of the materials and supplies. (l) The County or Contractor may count its entire expenditure to a DB/WBE manufacturer (i.e.. a supplier that produces goods from raw materials or substantially alters them before resale). The entire amount can be counted .only if Jefferson County Department of Public Works approves the description of the DB/WBE's responsibilities for manufacturing the suppliers. To obtain Jefferson County Department of Public Works approval the bidder must submit a written request which describes the production, fabrications or alterations which the DB/WBE will perform. If the bidder fails to obtain Jefferson County Department of Public Works approval prior to the time fixed for opening bids, the expenditure to the DB/WBE manufacture cannot be counted at full value. Partial counting of the DB/WBE amount may be allowed as a supplier under paragraph d(2) below. (2) Twenty (20) percent of expenditures proposed for DB/WBE 76 suppliers that are not manufacturers are counted toward DB/WBE goals. (3) Con tracts wi th manufacturer I s sales representatives shall not be counted towards the DB/WBE goals, e. A firm will be considered a manufacturer (i.e., a supplier that produces goods from raw materials or substantially alters them before resale) performing a commercially useful function in the Supply process when it assumes the actual and contractual responSibility for furnishing the sUpplies and materials and is the manufacturer of those supplies and materials. f. A firm will be considered a supplier performing a commerCially useful function in the SUpply process when it; (1 ) Is, Or will manufacturers materials; and be, recognized involved in the as a distributor by the contracted supplies and (2) Owns Or leases warehouses, yards, buildings for storage of manufactured materials; Or whatever other facilities are viewed as customary or necessary by the industry; and (3) Distributes, delivers, or arranges delivery, and services prodUcts with its own staff. If any of the aforementioned manUfacturer or SUPply services are commerCially unnecessary, such as the case when a firm acts only as a passive conduit in the SUpply process or duplicates a service provided by others in the same chain of Supply from manufacturer to purchaser, no credit will be granted toward the DB or WBE goal. Selection of SUcceSsful Bidder The successful bidder shall be selected on the basis of his haVing submitted the lowest responsive bid which has met the DB and/or WBE goal(s) as established elsewhere in these contract documents. Should the low and otherwise responsive bidder fail to attain the goal(s), responsiveness shall be determined on the basis of good faith efforts taken to attain the goal (s) . The County has established the follOwing objective measurement of good faith. Good fai th shall be determined in light of the DB and/or WBE partiCipation attained by all bidders and by comparing the DB and/or WBE partiCipation to the average DB and/or WBE participation by all bidders. When computing the average DB and/or WBE partiCipation, only that amount of the DB and/or WBE goal attainment which does not exceed the established goal shall be used. Should the low bidder I s DB and/or WBE partiCipation be lower than the average ( s) in either category, the bid shall be considered unresponsive and shall be rejected. If the lowest bid is rejected, the next lowest bid, or bids, shall be examined under the foregOing criteria until the contract is awarded or all bids rejected. DB/WBE Contract Comoliance 77 - ,....~ ~ The County will include a letter to the successful bidder setting forth the Contractor's DB/WBE obligations as a condition of award. Such letter shall be construed as a contract specification at the time of award. Only expenditures to DB/WBE that perform a commercially useful function in the work of a contract will be counted toward the DB/WBE goals. A DB/WBE is considered to perform a commercially useful function when it is responsible for execution of a distinct element of the work of a contract and carrying out its responsibilities by actually performing, managing, and supervising the work involved. To determine whether a DB/WBE is performing a commercially useful function, the County may evaluate the amount of work subcontracted, industry practices, and other relevant factors. To ensure all obligations under contracts awarded to DB/WBE are met, the Coun ty shall review the Contractor's DB/WBE involvement efforts during the performance of the contract. The Contractor shall bring to the attention of the County any situation in which regularly scheduled progress payments are not made to DB/WBE subcontractors. If DB/WBE work is diminished or deleted by change order, other work of equivalent value shall be substituted by the Contractor to the same DB/WBE or substitute another certified DB/WBE to perform equivalent value work or pz'ovide good faith effort documentation. In the event the DB/WBE expects to share the resources of the apparent low bidder in the. form of facilities, financial assistance, equipment or personnel, a written plan shall be submitted by the Contractor to the Jefferson County Department of Public Works Office of before the MBE or WBE commences work describing the facilities, financial assistance, equipment or personnel to be shared to ensure that no violation to the performance of the commercially useful function occurs, This information, among other things, will be used by the Jefferson County Department of Public Works Office to ascertain the compliance of the Contractor{s) with the commercially useful function provision of this specification. Statutory Penalties If a person, firm, corporation, business, union, or other organization prevents or interferes with a contractor's or subcontractor's compliance with any provision of Chapter 39.19 RCW, or any rule adopted thereunder, or submits false or fraudulent information to the County concerning compliance with that chapter or any such rule, or violates any such statue or rule, the person or entity shall be subject to a fine not to exceed one thousand dollars, in addition to any other penalty or sanction prescribed by law. After an administrative hearing and findings of fact by Jefferson County Department Of Public Works and after the exhaustion of administrative remedies, any adverse decision under this section may be appealed to Jefferson County Superior court or to any Superior court in any county 76 where the alleged violation occurred. It a person, firm. corporation. or business does not comply with any provision of this contract required under Chapter 39.19 RCW, the County. may withhold payment, debar. suspend. or terminate the contract and subject the contractor to civil penalties of ten percent of the amount of the contract or five thousand dollars, whichever is less. Willful repeated violations. exceeding a single violation, may disqualify the Contractor from further participation in County contracts for a period of one year. An apparent low-bidder must be in compliance with these contract provisions as a condition precedent to the granting of a notice of award by Jefferson County Department of Public Works. After an administrative hearing and findings of fact by the Jefferson County Department of Public Works and after the exhaustion of administrative remedies, any adverse decision may be appealed to Jefferson County Superior court or to any Superior court in any county where the alleged violation occurred. Further Information If further information is desired Businesses/Women's Business Enterprise directed to: concerning participation, Disadvantaged inquiry may be Maurice Alexander Construction Office Washington State Department of Transportation Transportation Building Olympia, WA 98504 or telephone - (206) 754-2264. Proposal The Disadvantaged Businesses and Women's Business Enterprise Utilization Certification form is made a part of this contract and is attached to the proposal. ARCHAEOLOGICAL AND HISTORICAL OBJECTS (April 12, 1982) It is national and state policy to preserve, for public use, historical and prehistorical objects such as ruins, sites, buildings, artifacts, fossils, or other objects of antiquity that may have significance from a historical or scientific standpoint. Archaeological or historical objects, which may be encountered by the Contractor, shall not be further disturbed. The Contractor shall immediately notify the Engineer of any such finds. The Engineer, through Headquarters Construction, will contact the archaeologist who will determine if the material is to be salvaged. The Contractor may be required to stop work in the vicinity of the discovery until such determination is made. If the archaeologist determines that 79 , the material is to be salvaged, the Engineer may require the Contractor to stop work in the vicinity of the discovery until the salvage is accomplished. Any loss of time suffered by the Contractor due to resulting delays will be adjusted in accordance with Section 1-08.8. UTILITIES iNovember 26, 1984) Sect ion 1-07.17 is supplemented by the fOllowing: Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. The Contractor shall call the Utility Location Request Center (One Call Center), for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, State, or Federal holiday. The telephone number for the One Call Center for this project may be obtained from the Engineer. If no one-number locator service is available, notice shall be provided individually to those owners known to or suspected of haVing underground facilities within the area of proposed excavation. The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. Any cost to the Contractor incurred as a result of this law shall be at the Contractor's expense. No excavation shall begin until all known faCilities, in the ViCinity of the excavation area, have been located and marked. The following addresses and telephone numbers of utility companies known or suspected of haVing underground facilities within the area of proposed excavation are supplied for the Contractor's convenience: Puget Sound Power and Light Company P.O. Box 555 Port Townsend, WA 98368 Ph: (206) 385-1004 Pacific Northwest Bell Telephone Co. 611 Sixth St. Bremerton, WA 98310 Ph: (206) 478-5681 80 - .....- Port Townsend Water Department 540 Water St. Port Townsend, WA 98368 Ph: (206) 385-2700 CALL 48 HOURS BEFORE YOU DIG! 1-800-424-5555 Port Townsend TV Cable P.O. Box 811 Port Townsend, WA 98368 Ph. Toll Free 1-800-562-2263 United Telephone P.O. Box 277 Pouslbo, WA 98370 Ph. (206) 697-1050 COUNTY ROAD CLOSURE The Contractor is allowed to close the existing county road during the construction. The bridge has been determined to be unsafe for traffic use. No detour will be provided tor this project. CONSTRUCTION SIGNING, TYPE III BARRICADE The Contractor shall furnish, place, maintain, remove, and reset Type III barricades as directed by the Engineer and in accordance with the plans, these special provisions and the Manual on Uniform Traffic Control Devices. The barricades shall be constructed in accordance with the details shown in the Washington State Sign Fabrication Manual and the MUTCD. Sand bags shall be provided to stabilize the barricades where directed by the Engineer. All costs in connection with constructing, placing, barricades, and signs as directed by the Engineer shall and included in the Lump Sum contract price for "Clearing and Grubbing". and maintaining be incidental to PUBLIC CONVENIENCE AND SAFETY (SePtember 13, 1982) The construction satety zone for this project is 10 feet from the outside edge of the traveled way. During nonworking hours equipment or materials shall not be within the safety zone unless it is protected by permanent guard rail or temporary concrete barrier. The installation and location of temporary concrete barrier, if used, shall have the approval of the Engineer. During the actual hours of work, unless protected as described above, only material absolutely necessary to construction shall be allowed within the safety zone or allowed to stop or park on the shoulder of the 81 - roadway. Parking of employee vehicles shall not be within the safety zone at any time unless protected as described above. Any deviation from the above requirements shall have the written approval of the Engineer. SAMPLES AND TESTS All tests of materials furnished on this contract will be made by the Contractor in accordance with commonly recognized standards of national orgainlzations, and such methods of tests and frequency as are set forth in the Washington State Department of Transportation Laboratory Manual and the Washington State Department of Transportation Construction Manual or are in use at the Washington State Department of Transportation Material Laboratory, Olympia, Washington. The Contractor shall furnish such samples of all materials as may be requested by the Engineer. Materials shall be delivered on the work in advance, in such quantities as to afford the Contractor an opportunity to make tests before the materials are to be used. Materials shall not be used until they have been approved by the Engineer. All equipment, material and articles incorporated in the permanent work shall be new, unless otherwise provided for in the special provisions or specifically approved for use by the Engineer. Testing of materials of this contract will be considered as incidental to the individual bid items and the expense therefore shall be included by the Contractor in the cost for the completion of the work as specified. SPECIALTY ITEMS (November 2, 1981) For the purpose of determining the percentage of work that may be subcontracted as specified in Section 1-08.1, the following items on this contract are designated as Specialty Items: 1. "Install Beam Guardrail Anchor Type 1 (alternate)" 2. "Install Beam Guardrail Anchor Type 2" 3. "Install W-beam Guardrail" 4. "10 in. x 10 in. Treated Timber Post" ORDER OF WORK The Contractor shall proceed with the project in such a manner that the Finished Sub Grade, Ballast, and Rip Rap will not be cut or disturbed to install Drainage Structures, etc. All underground structures will be completed prior to final Grading and Compaction of the surfacing layers. PROGRESS OF WORK (November 2, 19811 In accordance wi th Section 1-08.3, the Contractor shall prepare and 82 submit the progress schedule in the form of bar graphs developed under the critical path method, P.E.R.T., or other sim.1lar methods. The bar graph shall be supplemented by the arrow diagram and activity listing used in .1ts preparation. The progress schedule shall be in sufficient detail that progress of the work can be evaluated accurately at any time during the performance of the contract. PROSECUTION OF WORK -[November 2. 1981) The first sentence of Section 1-08.4 is revised to read: The Contractor shall begin roadway operations not later than August 24, 1987. Once the Contractor has commenced roadway operations the Contractor shall diligently prosecute the same to completion within the time provided for under TIME FOR COMPLETION. Roadway operations shall be defined as all on-site work proposed in this project but will not include crush.1ng of mineral aggregates. TIME FOR COMPLETION (November 2, 1981) This project shall be completed in accordance with the provisions of Section 1-08 within thirty (30) working days. FORCE ACCOUNT MOBILIZATION (November 2. 1981) The following contract items may be eligible for force accOunt. mobilization as provided for in Section 1-09.6: 1. "Temporary Water Pollution/Erosion Control" MEASUREMENT AND PAYMENT (Mav 23 , 1983) The quantity of the following items to be paid for on this project shall be the quantity shown in the Bid Proposal, unless changes are made in accordance with Section 1-04.4 which affect this quantity. The quantity shown in the Bid Proposal will be adjusted by the amount of the change and will be paid for as specified in Section 1-04.4. 1. "Concrete Class B, Bridge Ends" 2. "Steel Reinforcing Bar, Bridge Ends" The quantities in the Bid Proposal are listed only for the convenience of the Contractor in determining the volume of work involved and are not guaranteed to be accurate. The prospective bidders shall verify these quantities before sUbmitting a bid. No adjustments other than for approved changes will be made in the quantity even though the actual quantities required may deViate from those listed. The unit contract price for these items shall be full pay for all 83 .- .. I.~..- materials, labor, equipment and tools necessary to construct and complete this portion of the work. CLEARING AND GRUBBING lliEvember 2. 1981) Clearing and grubbing on this project shall be performed in accordance with section 2-01 of the standard specifications and within the following limits: Clearing limits shall be set by the Contractor specifications provided by the County and shall Engineer prior to commencing work. to the plans and be approved by the REMOVAL OF EXISTING STRUCTURE The abandoned Leland Creek Bx-idge, as shown in the plans, located adjacent to the bridge to be constructed, shall be removed. The existing bridge is a log stringer bridge approximately 37 feet long by 12 feet wide. The amount of wood material contained in the structux-e is unknown. The decking, x-unning surface material and soil shall be cleanly removed prior to pulling stringers. The stringers shall be cut in a. manner to avoid disrupting existing banks and mud sills. All dismantling shall be performed in a manner to avoid disturbance to the stream. Equipment necessary to remove the bridge shall only be opex-ated from the road bed. The one broken stringer already lying in the channel shall be left as is. All materials removed from the existing structure shall become the property of the Contractor and shall be removed from the site or othex-wise disposed of as directed by the Engineer. The Lump Sum contract price for "Remove Existing Bridge" shall be full compensation for all costs involved in removing and disposing of the bridge as specified. COMPLETION OF SUB GRADE (November 2, 1981) Construction Requirements A subgrade trimmer is not requix-ed on this project but all portions of Section 2-03 shall apply as though a subgrade trimmer were specified on this project. FILTER CLOTH FOR UNDERDRAIN (November 26. 1984) DescriPtion Where shown in the Plans or where designated by the Engineer, the Contractor shall furnish and install filter cloth in accordance with the details shown in the Plans, these Special Provisions, or as designated by 84 the Engineer. Materials The filter cloth shall be a woven or nonwoven fabric consisting only of long-chain polymeric filaments or yarns such as polypropylene, polyethylene, or polyester formed into a stable network. The fabric shall be inert to commonly encountered chemicals and soil conditions. The material shall be Permea-Tex 4200, Celanese Mirafi 140N, Crown Zellerbach Fibertex 200 Grade, or an approved equal. Construction Fabric The fabric shall be stored in a dry place off the ground. Rolls shall be placed straight in piles. Under no circumstances, either during storage or placement, shall the materials be exposed to sunlight for more than 40 hours. The trench shall be excavated to the line, grade, and width shown in the plans or designated by the Engineer. The sides and bottom of the trench shall be cleared of any sticks, rocks, or sharp protrusions. The filter cloth shall be placed in the trench immediately prior to pipe placement and backfilling .with gravel backfill for drains. The filter cloth shall be lapped a minimum of one foot at all longitudinal and tranverse joints. Cloth that is punctured or damaged shall be repaired to the satisfaction of the Engineer at the Contractor's expense. Measurement Fil tel' cloth will be measured by the square yard in the roll of material actually used in the underdrain trench. Payment The unit contract price per square yard for "Filter Blanket for Underdrain" shall be full pay for all labor, tools, equipment, and materials necessary for or incidental to the construction of the filter cloth as specified. DISPOSAL OF SURPLUS MATERIAL (Auqust 23. 1982) In conformance with section 2-03.3(7) of the standard specifications, the following method(s) is specified for the disposal of surplus material: The Contractor is not required to utilize the State provided waste site and may, if he so elects, make his own arrangements at his own expense for the disposal of waste materials subject to the provisions of section 2-03.3(7) of the standard specifications, and shall protect the State from any and all damages arising from his waste disposal operations. All costs in connection with the preparation of waste sites and waste deposits shall be incidental to and included in the contract unit price for "Roadway Excavation, Including Haul". 85 EMBANKMENT COMPACTION Method "B" compaction shall be used for all embankments unless otherwise specified by the Engineer. COMPACTION TESTING OF ROADWAY The Contractor shall be responsible for all compaction test required for embankment and surfacing materials used on this project, including subgrade, ballast, and crushed surfacing. Test procedures used shall conform to the requirements set forth in the Washington State Department of Transportation 1984 Standard Specifications for Road, Bridge, and Municipal Construction and its amendments. Methods of test1ng and test schedules shall be approved by the Engineer prior to commencing work requiring compaction testing. All costs and expenses in connection with providing testing services for compaction on this project shall be incidental to and included in the unit contract prices for the various materials tested as specified. BRIDGE APPROACH EMBANKMENT CONSTRUCTION SEQUENCE (Mav 13, 1987) Construction Requirements Section 2-03.3(14)I is supplemented by the following: The Steel Bridge decking retaining wall shall be installed to a line and grade established by the Engineer between the pier piles prior to placement of rip rap stream protection located directly underneath the bridge. The Contractor shall proceed with the placement of the stream bed rip rap in such a manner that it w.ill be completed prior to construction of bridge ends (i.e., pier caps, embankments, etc.). After the steel bridge decking is installed to the line and grade as shown on the plans, the Contractor shall place the rip rap walls and construct approach embankments evenly around sides and parts of the structure in uniform lifts to natural ground elevation for construction of the 6" Dia. Perforated Underdrain Piping System. The Contractor shall then construct the 6" Dia. Perforated Underdrain Piping System at location and depth of existing centerline ground elevations so neither a "high" spot nor a "low" spot is created and the piping drains continuously to outside of end piers through rip rap wall. The Contractor shall then complete construction of bridge approach embankments by layering and compacting concurrently. MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT (April 14, 1986) Measurement Only one determination of the original ground elevation will be made on 86 this project. Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award ot this contract and, the alignment, profile grade, and roadway section as shown in the Plans or as determined by the Engineer. If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Final earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by Use of the average end area method, from the slope stakes set by the Contractor to establish sub- grade. Copies of the ground cross-section notes will bidder's inspection, before the opening of bids, County Engineer. be available for the at the office of the Upon award of the contract, copies of the original ground cross-sect~ons will be furnished the successful bidder on request to the County Engineer. STRUCTURE EXCAVATION Construction Requirements Section 2-09 is supplemented by the following: The Contractor shall conduct his operations in a manner that will protect the natural stream bed and remove excavation material so that the stream bed is free from obstruction. Payment All costs of any structure excavation required to construct the bridge to the grades and in the locations shown in the Plans shall be included in the unit contract price per cubic yard for "Structure Excavation, Class A, Including Haul." SOURCE OF MATERIALS (June 14, 1982) No source has been provided for any materials necessary tor the construction of this improvement. The Contractor shall make arrangements to obtain the necessary materials at no expense to the State, and all costs of acquiring, producing, and placing this material in the tinished work shall be included in the unit contract prices for the various items involved. HAULING ON OTHER THAN STATE HIGHWAYS (June 14. 1982) Materials 87 Section 3-02 of the standard specifications is supplemented by the following: If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the contractor's expense. make all arrangements for the use of the haul routes. SITE RECLAMATION (November 2, 1981) Materials The provisions of Section 3-03 will not apply to this contract. Site reclamation shall be performed by the contracting agency on all sites furnished by it. On sites prov ided by the Contractor, and where required by law, contractor shall obtain a surface mining operating permit from the Department of Natural Resources. Prior to commencing operations at the si te, the Contractor shall furnish evidence to the Engineer that this requirement has been met. Payment All costs involved in complying with the requirements of an operating permi t acquired from the Department of Natural Resources for contractor-provided sites shall be incidental to the materials to be produced from said site(s}. GROUT ~ontractor shall furnish and place grout at the locations shown in the plans. The grout shall have a minimum 7 day compressive strength of 5000 psi. The grout shall be one of the following or an approved equal: 1. In-Pakt Grout as manufactured by Intrusion-prepakt, Inc., Cleveland, Ohio. 2. Set Non-Shrink Grout as manufactured by Set Products, Inc., Macedonia, Ohio. 3. Masterflow 713 Grout as manufactured by Master Builders, Cleveland, Ohio. 4. Five Star Grout as manufactured by U.S. Grout corporation, Fairfield, Connecticut. The material shall be mixed and placed as recommended by the manufacturer or his technical representative. All costs in connection with furnishing and placing the grout shall be 88 .- .....;...~;<<g,':'>ii*l.k;;.\;.MOiI""'...~: incidental to the unit contract price per square foot for "18" x 32' Precast Prestressed Slab, Installed". PRECAST PRESTRESSED SLABS The applicable sections of the standard specifications relating to prestressed concrete girders shall apply to the manufacture, transportation, and erection of the precast prestressed slabs along with the following: (1) Where it applies in the text of the standard specifications, reference to prestressed concrete girders shall be defined to mean precast prestressed slabs. (2) The third paragraph of section 6-02.1(25) of the standard specifications is deleted and replaced by the following: The precast prestressed slabs shall be maintained in a horizontal position at all times and shall be lifted by means of lifting loops recessed flush with the top of the slab. Betore installing the waterproofing membrane and asphalt overlay the Contractor shall clean the recesses. The recesses shall then be filled with grout level with the top of the slab. (3) Section 6-02.3 (25) C of the standard specifications is supplemented by the following: The interior slab voids of the precast prestressed slabs shall be formed with a wax-soaked cardboard tube form approved by the Engineer. The form shall remain in place. (4) The first paragraph of section 6-02.3(25)F of the standard specifications is supplemented by the following: All exterior surfaces of the precast prestressed slabs, except at the construction joint between the slab and traffic barrier, shall be given a Class 3 finish as specified in section 6-02.3(14) of the standard specifications. (5) The first paragraph of section 6-02.3(25)I of the standard specifications are deleted and replaced by the following: The precast prestressed slabs shall be within the following dimensional tolerances: Length: ,:tl/2 in. Width: .:!:1/4 in. .:!:1/4 in. Depth: 89 ... ,...., - Position of Voids (Vertical): Position of Voids (Horizontal): Tendon Position: Slab Ends (Deviation from square or designated skew): Position of Lifting Loops: Deviation from Design Camber: Differential Camber Between Slabs ina Span: Mild Steel Concrete Cover: i;1/4 in. i;1/4 in. i;1/8 in from center o f g r av i t Y 0 f strand g r 0 u pan d individual tendons i;1/4 in. .t3 in. i;1/8 in. per 10 ft. of beam length measured at midspan but not greater than i;1/2 in. 1/4 in. per 10 ft. of beam Ie measured at midspan but greater than in. -1/8 in., +3/8 in. Immediately upon removal from the casting bed the sides of the precast prestressed slab shall be checked for horizontal alignment. The maximum offset, measured from a chord that extends end to end of the slab, shall not exceed an amount equal to 1/8 inch per 10 feet of slab length but not greater than 1/2 inch, All dimensional tolerance and horizontal alignment measurements shall be made and recorded by the Contractor, in the presence of the Engineer or his designated representative on the day prior to shipment to the job si te. Any precast. prestressed concrete slab which does not meet the preceding requirements will be subject to rejection. 90 - "".,..... After placement of the slabs on the supports and placement and tightening of the transverse tie rod(s) but prior to grouting the keyways, the horizontal separation between any two slabs below the keyway shall not exceed 3/8 inch and the slabs shall not remain separated for more than 4 feet longitudinally. (7) The first sentence of the fourth paragraph of section 6- 02.3(25)J of the standard specifications is deleted and replaced by the following: During shipping, the precast prestressed slabs shall be supported at points 1 foot-O inches from the slab ends. (8) The first sentence of the fourth paragraph of section 6- 02.3(25)K of the standard specifications is deleted and replaced by the following: In the event that a sufficient number of concrete test cylinders are not molded to satisfy all testing required on anyone slab. additional cores shall be taken as directed by the Engineer. (9) The eighth paragraph of section 6-03.3(28) and the first paragraph of section 9-06.23 of the standard specifications are deleted and replaced by the following: The bolts, nuts, and washers for the transverse tie rods shall conform to the specifications for material shown in the plans. Each bolt shall be tightened, to the minimum tension shown in the plans by the load-indicating-fastener method. The Contractor shall demonstrate by an accurate direct measurement procedure that the bolts have been tightened to the specitied bolt tension. Tightening shall be by methods and procedures recommended by the manufacturer and approved by the Engineer. (10) Section 9-19.1 of the standard specifications is supplemented by the following: The concrete shall be air entrained as specified in section 6-02.3(2)A of the standard specifications. Air entraining cement shall not be used. All costs in connection with furnishing material, labor, and equipment in fabricating, transporting, and erecting the precast prestressed slabs, including the smooth dowels, tie rods, nuts, threaded couplers, washers and plates, as shown in the plans and as specified in these special provisions and the standard specifications shall be included in the unit contract price per square foot for "18" x 32' Precast Prestressed Slab, 91 - - - . . , " .' .I ; ~ .' ~ Installed" . BRIDGE MINOR ITEMS (November 2. 1981) For the purpose of payment, such bridge items as premolded jOint filler, joint sealant for sawed construction joints, expanded polystyrene, wood blocking, elastomeric expansion jOint seal, adhesive, concrete inserts, poured rubber joint sealan t, e tc., for which there is no pay item inc luded in the proposal, are considered as bridg", minor items. All cos ts in connection wi th furnishing and installing these bridge minor items as shown and noted in the plans and as outlined in these specifications and in the standard specifications shall be included in the unit contract price per square foot for "18" x 32' Precast, Prestressed Slab, Installed". CONCRETE MIXES INCORPORATING FLY ASH i..!'iarch 31. 1986) Concrete mixes incorporating fly ash may be utilized for all classes of concrete, unless otherwise noted in these special provisions. Mix proportions will be subject to approval by the Engineer and shall be in compliance with the following conditions: 1. Fly ash may be used to replace up to 20 percent of por'~land cement at the rate of 1 1/4 pounds fly ash for each pound of portland cement replaced. 2. Cement replacemen t may be used subj ect to conf irmation and approval of the proposed mix by the Engineer for concrete Class B when Used in load bearing portions of bridges, culverts and retaining walls and for all concrete Class A and Class AX and other classes of concrete specified in these special provisions which require a minimum compressive strength of 4,000 pounds per square inch, or greater, at 28 days, subject to the following mix design requirements: (a) The Contractor shall design a mix that meets the specified strength requirements in conformance with ASTM C 94, Section 5.3, Alternate Number 2; Section 17 and Table 4. The design strength criteria shall be ultimate strength per paragraph 17.5.2. A coefficient of variation of 20 percent shall be assumed unless the supplier can justify a lower value. The required concrete strength will be determined from five 6 inch by 12 inch cylinders tested in accordance with WSDOT test method 801. To establish a coefficient of variation for a concrete plant, a minimum of 30 sets of cylinder compression test breaks will be required. The cylinders shall be a 6 inch by 12 inch test specimen and shall be fabricated in accordance with AASHTO T-23 and tested in accordance with WSDOT test method 801. Each set of two cylinders will be produced from separate batches of 92 - '....--~ production concrete. The equipment used for the production concrete must be the same equipment as will be used for the proposed class of concrete. (b) The mix shall be approved by the Engineer and verified by submission of ingredients and testing of specimens made from the mix prior to use in the project. (c) Confirming mix tests shall be made with the proposed production aggregates, type and source of portland cement and fly ash, and spec i fie brands and proportions of admixtures to be used in the project. The test mix shall be air entrained if required. 3. Cement replacement may be used without further confirmation testing of the proposed mix for concrete Class C, Class D, and Class DX and Concrete Class B for applications other than those listed in Item 2. 4. In making calculations relative to cement factor or allowable water content, the total cementitious material shall be considered to be the weight of portland cement plus the weight of fly ash substituted. 5. All concrete of the same class within a structure shall contain the same proportion of fly ash. As an alternative to the use of fly ash and cement as separate components, a blended hydraulic cement may be used. Concrete made with blended hydraulic cement shall meet the requirements listed above. In addition, the origin and percentage of fly ash shall be certified on the cement mill test. The blended hydraulic cement shall comply with ASTM C-595-83 Type 1P(MS}. Fly ash shall conform to the requirements of section 9-23.9 of the standard specifications. All costs in connection with replacing portland cement with fly ash as specified shall be included in the unit contract price per cubic yard in place for the various classes of concrete involved. If the concrete is to be paid for other than by class of concrete, all costs involved with replacing portland cement with fly ash as specified shall be included in the unit contract price for the applicable item or items of work. ELASTOMERIC BEARING PADS The Contractor shall furnish and install the elastomeric bearing pads where indicated in the plans. The elastomeric bearing pads shall meet the requirements of section 6- 93 ....,.... - 02.3(19) and 9-06.21 of the standard specifications. Measurement of elastomeric bearing pads will be per each for bearing pads installed. The unit contract price per each for "Elastomeric Bearing Pad" shall be full complensation for all costs involved in furnishing and installing the elastomeric bearing pads as specified. PILE TIP ELEVATION (November 2. 1981). The piling specified in the plans shall be driven to at least the following tip elevation: Leland Creek Bridge Station 16+79.42 Elev. 101.00 (Approx.) Station 17+12.08 Elev. 101.00 (Approx.) STEEL PILE TIP (October 6. 1986) Where called for in the plans, steel pile tips shall be used when driving piling. The steel pile tips shall be Hardbite or an approved equal. The pile tips shall be attached to the piles as recommended by the manufacturer. If steel pile tips other than those specified above are proposed, the Contractor shall submit shop drawings of the proposed pile tip along with design calculations, specifications, and material chemistry, to the Engineer for approval. The Contractor shall also submit evidence ofa pile driving test showing suitability of the proposed pile tip. The test shall be performed in the presence of the Engineer or an acceptable independent testing agency. The test shall consist of driving a minimum of two piles; one pile with one of the above listed pile tips and one pile with the proposed pile tip. The piles shall be driven to a depth sufficient to develop a load bearing capacity equal to or greater than the design load called for in the plans and in soil determined to be equivalent to the soil found at the project. The unit contract price per each for "Pile Tip Shoes (Hardbite)" shall be full pay for furnishing and installing the steel pile tips. FURNISHING AND DRIVING STEEL TEST PILES (November 2. 1981) The Contractor shall furnish and drive steel test piles in the following locations, or as designated by the Engineer: Leland Creek Bridge 94 Station 16+79.42 Station 17+12.08 Centerline Pier Pile Centerline Pier Pile The steel test piles shall be driven in the locations of permanent piles and the number of permanent steel piles required for this project has been reduced by 2. DRIVING PILING (November 2. 1981 Section 6 05 of the standard specifications is supplemented by the following: The Contractor shall not drive the piling from the existing structure. STEEL PILING (November 2, 1981) All steel piling shall be HP 12 x 53 conforming to ASTM Designation a 36 and shall be driven to a minimum bearing capacity of 55 tons. TRAFFIC BARRIER (November 26. 1984) This item of work includes the construction of the traffic barrier, (temporary left side with mechanical butt splice, permanent right side) including Beam Guardrail Terminal Section Design F. The reinforcing bars that extend from "18" x 32' Precast Prestressed Slab" are not. included. Measurement will be by the linear foot along the line and slope of the completed barrier. The unit contract price per linear foot for traffic barrier shall be full compensation for all material, labor, tools and equipment necessary to complete the work descr i bed herein in accordance wi th the contract documents. STEEL BRIDGE DECKING The Contractor shall furnish and install steel bridge decking between end pier piles to a line and a grade as directed by the Engineer. Where shown in plans the steel bridge decking shall be cut to fit and placed horizontally between pier piles and welded to inside face of steel pile to provide for a secure, neat contact fitting joint. Where decking meets poured concrete bridge end, steel shall be cut at an angle to provide for a smooth, clean, and uniform appearance. After erection is complete, rough up all scuffs and abrasions due to transportation, erection, and all field welds and prime using a compatible priming paint as set forth in Sections 6-07 and 6-03 of the standard specifications, 95 Payment shall be full compensation for all costs with furnishing all ma terials, labor, tools, and equipment necessary for the manufacture, fabrication, transportation, erection, and painting for "10Ga., 2' x 10' (2" x 6~" Corrugations) Steel Bridge Decking, Installed". LIGHT LOOSE RIP RAP All costs incurred for the placement of the riprap in reasonably close conformity with the lines, grades, and cross sections shown in the Plans or as staked by the Engineer, and for loading, placing of the material as shown in the Plans or as designated by the Engineer, shall be included in the unit contract price per ton for "Light Loose Rip Rap". SHAPING OF SLOPES AND DISTURBED AREAS The slopes of all cuts, embankments, and otherwise disturbed areas shall be shaped to blend into the surrounding natural ground. All work and materials in shaping and blending slopes and disturbed areas will be considered incidental to and included in the contract unit price for roadway excavation. All fill and cut slopes shall be constructed at a minimum slope or 3:1 unless otherwise called out in the plans and specifications or as directed by the Engineer. ROADSIDE SEEDING AND FERTILIZING Where shown in the plans and where designated by the Engineer, the Contractor shall seed and fertilize all distrubed areas and slopes in accordance with the specifications and these special. provisions. The Contractor shall seed with a commercially available grass seed mixture, approved by the Engineer, suitable for playgrounds, applied at the rate of 160 pounds per acre on all areas requiring roadside seeding within the project. The Contractor shall apply sufficient quantities of fertilizer to supply the following amounts of nutrients: Total Nitrogen as N - 135 pounds per acre. Available Phosphoric Acid as P205 - 60 pounds per acre. Soluble Potash as K20 - 60 pounds per acre. If the Contractor elects to apply the seed and fertilizer by hand the planted areas shall be raked by hand to achieve ~" - li" cover over the seed. If the Contractor elects to hydroseeding, a mulch, applied shall be incorporated into the deleted. apply the seed and fertilizer by at the rate of 2,000 pounds per. acre, mixture and raking operations shall be 96 The contract unit price per acre for "seeding and fertilizing" will be full compensation for furnishing all labor, equipment, and material necessary to complete the work specified. WAGE RATE FORMS (May 27, 1986) Section J-07.9 of the standard specifications is revised by replacing the subsection titled Required Documents with the following: Before payment is made by the Local Agency of any sums due under this contract, the Local Agency must receive from the contractor and each subcontractor a copy of "Statement of Intent to Pay Prevailing Wages" (Form L&I No. 700-29) approved by the Washington State Department of Labor and Industries. Upon completion of this contract, the Local Agency must receive from the contractor and each subcontractor a copy of "Aff idavi t of Wages Paid" (Form L&I Number 700-7) approved by the State Department of Labor and Industries. In addition, the Local Agency must receive from the prime contractor a copy of "Release for the Protection of Property Owners and General Contractor" (Form L&I No. 263-83) approved by the State Department of Labor and Industries. These affidavi ts will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the Contractor. Forms may be obtained from the Department of Labor and Industries. A fee of $12.50 per "Statement of Intent to Pay Prevailing Wages" and "Af f ida v it 0 f Wages Paid" is required to accompany each form submi tted to the Department of Labor and Industries. These fees shall be incidental to all the bid items of this contract. If using the occupation code for wage affidavits and payrolls, and if the project involves more than on jurisdictional area, the Contractor shall reference the area just after the occupation code number. For example: 10-0010 YaK.E. STANDARD PLANS (Julv 28. 1986) The State of Washington Standard Plans for Road, Bridge and Municipal Construction transmitted under Publications Transmittal No. 80-34, dated May 30, 1980, and as revised under Publications Transmittal No. 81-17 dated March 31, 1981, transmittal No. 82-34 dated June, 1982, transmittal No. 82-58 dated December, 1982, transmittal No. 83-80 dated October, 1983, transmittal No. 83-88 dated November, 1983, transmittal No. 84-015 dated June, 1984, transmittal No. 85-005 dated March, 1985 and transmittal No. 86-00J dated January, 1986 is made a part of this contract. In case of discrepancies, plans shall govern over standard plans and standard plans shall be considered the same as plans as set forth in section 1-04.2 of the standard specifications. The standard plans are revised as follows: b.=.1. 97 The title of the detail titled TYPICAL A.C.P. JOINT is revised to read: TYPICAL CCP/ACP JOINT The first line below the detail titled TYPICAL CCP/ACP joint is revised to read: Crack to be routed to dimensions shown, +1/8". A-2 Sheet 1 of 2 and sheet 2 of 2 are deleted. B-7 The standard plan provides that flared end sections for 12 inch through 24 inch diameter pipe with annular corrugations are to be attached to the pipe with a threaded rod and connector lug. As an alternate for flared end sections of steel the attachment may be made with a 1 inch wide strap of 12 gage galvanized steel fastened with a 1/2 inch diameter galvanized bolt 6 inches in length furnished with one square-head n~t. The length of the strap shall permit sufficient bolt takeup to provide a tight connection. All material necessary for the connection of the flared end section to the corrugated pipe shall be supplied by the manufacturer of the flared end section. C-2 All references to "37....611 Parabolarl are revised to read "371-6" Parabola II . ~ The note under the "POST DETAIL" is revised to read: Typical for multi-post 4"x 6" installations and all 6"x 6" through 8"x 12" installations. Holes and notch are not required for any 4"x 4" installations or for any single post 4'IX 6fl installation. J-lb ~note on the foundation detail reterencing J-9 is changed to read: See Standard Plan J-le. J-8 The notes on the signal support elevation referencing "To ground rod, see J-3a" and "See St'd Plan J-6b for Signal Mounting Details" are deleted. The following are Standard Plan numbers and their date of last revision applicable at the time this project was advertised: 98 A-I 7/19/85 C-2f. 12/06/85 H-3a. 3/18/85 C-3 12/04/85 H-3a. 3/18/85 C-4 4/08/85 H-4a. 12/28/84 C-5 1/21/85 H-5 6/28/85 8-1 3/29/82 C-6 12/04/85 H-5a. 6/28/85 B-1a. 3/20/81 C-6 8/27/85 H-5b. 6/28/85 8-1b. 11/26/85 C-6a. 1/21/85 H-5c. 7/17/81 B-lc. 3/20/81 C-6b. 1/21/85 H-6 7/17/81 B-2 9/19/83 C-6c. 11 /26/85 H-7 5/07/85 8-2a. 12/12/83 C-6d. 12/06/85 H-7a. 11/28/83 B-2b. 3/19/84 C-7 11/26/85 H-8 11/26/79 B-4 1/25/80 C-8 . 1/21/85 H-9 2/22/82 B-4a. 1/25/80 C-8a. 1/21/85 H-I0. 10/26/84 B-4b. 9/07/84 C-8b. 8/15/85 H-ll. 9119/83 B-4c. 9/07/84 C-8c. 6/04/85 B-4f. 9/19/83 I-1 11/26/79 B-4g. 9/19/83 D-2d. 2/13/81 I-la. 11/26/79 B-4h. 7/12/84 D-2e. 2/13/81 I-2 2/04/82 B-5 11/26/79 D-2f. 2/13/81 B-5a. 11/26/79 D-2g. 2/13/81 J-l 2/13/81 8-6 11/26/79 D-3 1/25/80 J-la. 2/13/81 B-6a. 11/26/79 D-4 5/23/83 J-lb. 10/31/75 B-6b. 11/26/79 D-5 8/24/79 J-lc. B-7 3/19/84 D-5a. 12/21/84 J-le. 5/10/82 B-7a. 3/29/82 D-6 10/19/79 J-lf . 7/17/81 B-8 12/19/75 D-6a. 10/19/79 J-3 11/07/75 B-8a. 3/29/82 D-6b. 10/19/79 J-3b. 11/07/75 B-9 2/22/82 D-7 1/04/80 J-3e. 2/04/82 B-I0. 1/25/80 D-7a. 1/04/80 J-5a. 7/17/81 B-l1. 1/25/80 D-8 1/04/80 J-6c. 2/22/82 B-12. 1/25/80 J-6f. 2/22/82 B-13a 12/02/85 E-l 1/04/80 J-6g. 2/22/82 B-13b 12/02/85 E-2 9/19/80 J-6h. 2/22/82 B-13c 12/02/85 E-3 11 /26/79 J-7a. 2/22/82 B-13d 12/02/85 E-4 9/19/80 J-7c. 2/22/82 B-14. 12/02/85 E-4a. 9/19/80 J-7d. 10/05/84 B-15, 10/19/79 E-5 1/25/80 J-8 2/13/81 B-17. 11/26/79 J-8a. 5/23/83 B-18. 3/19/84 F-l 11/26/79 J-9a. 7/17/81 B-18a .9/06/83 F-2 11 /26/79 J-I0. B-18b 10/03/83 F-2a. 11/26/79 J-l1a 7/19/85 B-18c .1/28/85 F-2b. 11/26/79 B-19. 10/03/83 F-4 11 /26/79 K-l 7/17/81 ,B-20. 9/19/83 F-5 11/26/79 K-2 7/17/81 B-20a .9/19/83 F-6 1/28/85 K-3 7/17/81 B-20b .9/06/83 K-4 7/17/81 B-20c .9/06/83 G-1 10/17/83 K-5 7/17/81 B-20d .9/19/83 G-2 9/06/83 K-6 7/17/81 B-20e .9/26/83 G-2 9/06/83 K-7 7/17/81 B-21. 12/04/85 G-2a. 12/21/73 K-8 7/17/81 B-22. 9/19/83 G-2b. 12/19/75 K-9 7/17/81 B-23a 11/08/85 G-3 11/26/79 K-I0. 7/17/81 99 13-23b 11/08/85 G-3a. 11/26/79 K-11. 7/17/81 B-23c 11/08/85 G-4a. '1/17/81 K-12. 7/1'1/81 B-23d 11/08/85 G-5 11/0'1/'15 K-13. 7/17/81 13-24 11/08/85 G-6 10/24/75 K-14. 7/1'1/81 G-6a. 8/31/'13 K-15. 7/17/81 C-l 11/26/85 G-7 . 2/04/82 K-16. 4/26/82 C-la. 11/26/85 G-8 1/28/85 C-lb. 1/21/85 G-8 1/28/85 L-l 1/21/85 C-2 1/21/85 G-8a. 10/18/85 L-2 1/21/85 C-2a. 11/26/85 G-8a. 10/18/85 L-3 1/21/85 C-2b. 1/21/85 G-8a. 10/18/85 L-4 1/21/85 C-2c. 1/21/85 L-5 1/21/85 C-2d. 1/21/85 H-l 5/17/85 L-5a. 1/21/85 C-2e. 1/21/65 H-3 3/19/84 L-6 1/21/85 100 ") .. :. it ~1~ ~ :. -- 0" I .&..t;.l. : i "'" : ! i .z1.: ~.:ti .. 'JZ ~IJ; it!. III:! ~ ~!~il~ 0- z ) i . EJ~ i ~ . ~ " . ~ D .l: a ~~ I ~ '! 1 ~ . ~1 & ~.i N'" ... " . ~ .! !~~.>;;;j, i J~ $:-1 i ., 1M! I ~~ E ~~~ ... r;ml"I ~ '''.'/'- t"dAJ.I'IO"'".tr/t ......,..... "".OMIlO'll il(j -./ ': ' 0 ~ r ,.0"01 ... ." ..0." . "_.l'" ... ~ < z e;" ~j ~a -'Y Ho hJ 'rf" -tl .1. i .:::4 I" ~:;! ~l..,j ~ ~~] ; ,-/ ~i;.~~;~'" f.ifl.. 0 j~ f ~ $ , . 1:1: ....1 l! 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II ti i!~i f oJ ~:; H !rfi bM H b. ... i;~ .:-...~ ;1 : 0.. ; : t ! = . =i Ij :i ~i ~! . , . . o N . c w " z 0 110 -- '.) U.S. DErAilMENT OF TRANSPOrTATION ffD[ItAL HIGHWAY ADMINISTRATION REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS (EXCLUSIVE OF CERTIFICATION ACCEPTANCE AND APPALACHIAN CONTRACTS! Page I. Application _________________________________ 1 II. Equal Opponunit). ____________________________ 1 III. Nonst'~re'ated rAcilitieli __________________________ 2 IV. Paymt:nt ot Predetermined Minimum Wa{l:ell _________ 2 V. Statements and PayraUs _______________________ 3 VJ. Record .01 Maler.iJlb. Supplies .nd Labor ________ 3 VII. Subletting or A5liiFnlng the Contract ________________ 4 VIII. Safet).: Accident Prevention ___________________ 4 IX. Fal5e Statemc-ntl Concerning Hi[i:hway Pr~ojecla _____ 5 X. Implementatian ot Cle.n Air Act and Federal Water Pol1ution Control Att.__________________ 6 I. APPLICATION 1. Theae contact provisions &hall: epply to .11 work performed (In the contract by the contractor with his own organiuion and wlth the assistance of ",'orkmen under hiB immediate superintend. ence and to All work perlarmed an the contract by piecework, a1.tion wark or by liubcontracL 2. The contr.ctor shal1 insert in each of his subcontracts all of the stipulations contained in these. Required Contract Provi. aions and also a clause requiring his subcontratton to include these Required Contract Provisions in any Jower tier 5ubc.on. tracts which they may enter. into, together with a clause requir. ing the inclut:ion of thelot: provisions in an)' further aubcontract5 that mal' in. turn be made. The Required Contract Provisions shan in no instance be incorporated by reference, 3, A breach of any of the r;ripulation5 comained in these Required Contract Provisions mal' be a;rounds far terminatian of the cantraCL 4. A breach of the tanowing clauses may also be ,grounds for debarment as provided in 29 CrR S.6(b): Section I, paragraph 2; Section IV. pllra(l:raphs 1. 2.3, 5 ond 7: Section V. paragraphs I, Sa. 5b, and Sd II. EQUAL OPPORTUNITY 1. Selection of Labor: During the performance of this can tract, the contractor shall hot dillCriminate against l.bor hom an)' other State, pal5eliion or territory of the United Stale&. 2. Employment Practices: During the perfotmllnce (If chis cantract, the contractor agreel as follows: a. The contractor wUl not discriminate against any employee or applicant for empJo)'ment becaua.e ~l race. color. religion. lex., or nauonal origin. The contract wiU take affirm.tive action to en. nre that applic.nca are employed, ud that employecs are treated during employment without regard to their race. color, religion. leX, or national orl{dn. Such acllon &h.1I include, but not be Jim. ited to the followins: emplo)'ment. upgrading. demDtion or tranl' ler; recruitment or recruitment ad,'crti5int=:: layalJ. ar termination; rAtes of payor other forms 0' compen5l.lion; and selcction for training, including apprenticeship. The conlractor agree, to pOll Form P.-1213--P,....iovl .dilionf cu. cb.ol.t.. (R.v. P-'5) in conspicuouB places. available to. employee. and appJicanta.for employment, noticel to be provided by the State hig:hway depart. ment letting forth the pro\li&ion. of this nondiloCrimination c1au.e. b. The contnctor will. in all 1001icitation5 or adverti5CmenLl for employees placed by or on behalf of the contraClor. atate that .U qualified appllc.nts will receive consideration for employment without regard to race, color. reli,ion, IiCX. or hAtional oriitin. c. The contractor will Knd to each labor union or reprea.entalive of workera with which he has . collective bargaining agreement or other contract or under&tanding, a notice to be pro...ided by the State highway department adyi&ing the aaid Jabor union or work. en' repreliCntative of the conlfacton commitments under thi. &cc. lion Il-2 and shall post copiel of the notice in conlpicuoul place. available to empJoyec:a and .pplicantl for employmenL d. The contractor will comply with all ptoviaiona ot Executive Order 11246 of September 24, 1965, and ot the rules. regulatians (41 erR. Pan 60) and releya"t orden of the Secretary of Labor. e. The contractor will furnish all i'lfarmatian and reporLl reo quired by Executive Order 11246 of September 24. 1965, and by nalC5. regulation. and orders of the Secretary ot Labor, or pur. liuant thereto, and will permit accC55 to hi. books., recards and accounts by the Federal Highway Administration and the Secre. tary of Labor for purposes of investigation to ascertain compliancc with such rulC50 regulations and orders. f. In the event (..f the contractor', noncompliance with the Don. discrimination clauses ot this contract or with Any at the said rule~ regulations or orders. this contract may be canceled, termi. nated or luspended in whole or in part and the contractor m.y be declared ineligible for further Government conttaclf, or FederaUy. auisted construction contractli in accordance. with procedures authDrized in Executive Order 11246 of September 24. 196, and auch other ISBnctionli may be imposed and remedies invaked at provided in Executive Order 11246 ot September 24, 1965, or by rule, regulation or order at the Secretary of Labor. or as other. wbe provided by law. s. The contractor wjJI include the provision. of this Section n-2 in every subcontract or purchase arder unless exempted by rulu, regulations or orders af the Secretary ot Labor issued puuuant to sectian 204 of Executive Order 11246 of Sept,=mber 24, 1965, ~ that such provisions wilJ be binding upon each subcontractor or vendar. Tbe contrActor will take such action with respect to any lubcontract or purchase order as the State highway department or the Federal Highway AdministrAtion may direct as a meAns of en. forcine .uch provisions. including sanctions for noncompliance: Provided, however, that in the event a contractar becomes involved in., or in threatened with 1itiJration l4'ith a subcontractor or vendor as a result (It Iluch direction by the Federal Highway Administra. tion, the contractor may request the United State5 to. enter into IUch Iitig.tion to prolect the inte reatll ot the United StateL 3. Selection or Subcontractors. Procurement ot .Materials, and Leaslne or Equipment: During the performance ot this eontract. the contraclor. for it.seU, its a.i,neel and sueceuotl in interelt (herelnalter referred to AI the "contractor") asreeJ as follows: L Compliance With Re~u1ations: The contractor shaH com pi)' with the Regulations relative to nondilCrimination In federaUy. auilled prOl;rams of the Department of Tranlportation, Tide 49. Cade ot Federal Regulatiora, Pan 21. a, they may be ,amended Page 1 ,,{ 111 from time to time. (hereinafter referred to .. the Regulations). which are herein incorporated by reference and made a part of this contracL b. NondillCrir~ination: The contractor, with relard to the work performed by it during the contract, shan not diacriminate on the grounds of race, color, sex or national oriCin in the aelection and retention of subcontractors. .including procurements of m.. terials and IealOCi of equipmenL The contraClOt &hall not partici. pate either dircedy or .indirectly .in the discrimination prohibited by ICclion 21.5 of the Regulation&, including employment practices when the contract coven a program set fortb .in Appendix B of the. Regulations. Co'Solicitations for Subcontracu, Including Procurement. of Materials and Equipment: In all IOUchations either by competi. tive bidding or nesotiation made by the contractor for worle. to be perfonned under a auheontract, including procuremenll of ma. terials or leues of equipment. each potential 5ubcontractor or aupplier &hall be notified by the contractor of the contractor's .obUBal.ions .under -th.is .contrMCf .and the RCi:UJatiolU reJ.tive (0 nondiscrimination on the grounds of race, color. sex or national origin. d. Information and Reporu: The contractor. &hall provide all information and reports required by the Regulations, or direc. tives issued pursuant thereto, and shall permit access to .iu hookl, records. accounLi, other iOurcCl of information and ita faciHties as may be determined b)' the State highwa)' department or the Federal Hi~hwa)' Administration lo he pertinent to alCena.in compliance with 6uch Regulations or directives. Where any infor. mation required of a contraclor is in the exclusive poaaeMion of another who fails or refuses 10 furniab this infonnaLion the con- nactor shall 10 certif)' 10 the State higilwa)' department. or the Federal Hi~hway Administration AS appropriate. and shall IIet foMb what efforts it has made &0 obtain the .inlonaalion. Co Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination proviaions (If this con. tract., the Stale highway department shall impo&c such contract sanctions as it or the Federal Hi,:hway Adminiatration ma)' deter. mine to he appropriate, incJuding. but not limited to: (1) withholding (If payments to the contractor under the contract until the contraclor complies, and/or (2) cancellation, termination or suspension of the contract, .in whole Dr in part. f. Jncorporation of Provisions: The contractor shaU include the provision of this paragraph 3 in every subcontract, including pro- curements of materials and Jcues of equipment., unless exempt by the Regulations, or directives issued pursuant thereto. Tbe con. tractor &han take auch action with respect to any IUhconuactor or procurement as the State highway dep.rtmen~ or. the Federal Higbw.y Administration may direct as a means of cnforcinB' such provisions including Anctions for noncompHance: Provided, how. ever. that, in the event . contractor becomes involved in, or is threatened with. litig:&tion w.ith a 6ubcontractor or supplier as a result of such direction, the contractor ma)' request the State highway department to enter inlo aucb litigation 10 protect the inleresu of the State, and, in addition, the contraclor may requC5t tbe United Stales to enter into IUch litigation 10 protect the interesll of the tJnited 5tatCL III. NONSEGREGATED FACILITIES (Applicable 10 Federal.aid construction conlracta and related aubcontracUi exceeding 110,000 which ate .not exempt Irom the Equal Opportunit)' clau.e.) B,. lubmiuion of this bid, the execution of thia contract or sub- contract, or the consummation of this material IUppl)' agreement., al appropriate. the bidder. Federal.aid construction contractor, sub- contractor, or material lupplier, as appropriate. certifies that he dOe$ not maintain or provide for his employees any lCfl'regated b. cilitie. at any of hi, establlshmenu, and that he docs not permit his employee, to perform their service5 at an)' location, u:lder hi. control. where segregated f.cUities arc maintained. He certifies further that he wilJ not maintain or provide for his employee. an)' Pap 2' Kpt:gated l.ciUtiet at any of his eatab1iahmenta, and that be will not permit hi. employee, &0 perform their ICmcCl at any location, under bis control, where Kgregated facilities arc maintained. He agrees thai a breach of thi5 eerti fication il a violation 01 the Equal Opportunity clauae .in this contr.CL A. used in this certification. the term "aegre,ated facilities" mean. any waiting rooms. work areu., restrooml and wuhroom., restauran.. and other eatine: areas, timeclocb. locker rooms and other Itoragc or drewln&, areas. park. .ing lou, drinkinl fountaita, rcerealion (lr enlert&inmt:nt arc... transportation. and bousing facilities provided for employee. wbich are ICgrcB'ated b)' explicit direc.tive or .re in fact KlUeJated on the basis of race. creed, color. or national origin, because of habit. local custom. or otherwiae. He agrees that (cxcept wbere he baa obtained identical certilications from propoacd subcontractors and material luppliers for specific time periods), he will obtain iden. tical certification from propoaed subcontracton or material IUP- pliers prior to the award of lubcontract. or the consummat.ion of material aupply agreements, exceeding '10,000 which are nol exempt from the provisions of the Equal Opportunity c)aule, a.nd that he will retain aueh certi6cations in his 6lCl. IV. PAYMENT OF PREDETERMINED MINIMUM WAGES 1. General AU mcchaniea and labore,. employed or working upon the &Ite of the work will be paid uncond.itionally and bot leu often than once a week. and without lubacquent deduction Clr rebate on any account (except luch pl)'roll deduc.tion. .. arc permitted by regulations iuued by tIle Secretary of Labor UDder the Copelud Act (29 CFR. Part 3)), the full amounla due at time Clf pa)'1Dcnt computed at wage rates not leA than those contained .in the w&le determination dcclaion of the Secretary (If Labor which I_ attached hereto and made a part hereof, regardleu of any contractual ft. lationship which ma)' be alleged 10 exist between the contraclor and such JaboreR and mechanicI; and the wage delennination decision &hall he posled by the contractor at the sile Clf the work in a prominent place wbere it can he cuily lCen by the worketL For the purpose of thi5 clauae. contributions made or COlta re...:)h- ably anticipated under acetion l<b) (2) of the Davi.Bac:on Act on behalf of labore,. or mechanics are considered wagee paid to such labonl'l or mechanics, aubject to the provisions of SectioD ]V. paragrapb 3b, bereof. .Also for the purpose of this clause. repllar contributions made or COiLs incurred for more than a weekly period under plans. funds, or programs. but covering the par- ticular weekly period, are deemed to bcconsttuctivcl)' made Clr incurred during such weekl)' period. %. Cla..lfication: L Tbe State highwa)' department contracting oBicer shall require that any claN oflaboreTl or mechaniea, including appreb' tices and trainlCCl, which is not listed in the ware detenaination and which is to be employed under the contract., shall he claaaibecl or reclassified conformably to the wage detennibation, &J:Id a f'Co port of the action taken allan be seRt by the StalC hipwa,. depanment contracting officer to the Secretary of Labor. h. In the event the intcre5ted parties cannot agree on the proper classification or reelusification of a particular c1us Clf !a. boren and mechanics, including apprentices and trainees. to be IUlCd, the question accompanied by the ~cornbJendation of the State highway department contracting officer shall be referred to the SecretaI")' for final detennination. !. Pa7lllent or Frlnare Be:nefi is: L The Stale highway department eontractin, officer .hall require, whenever the minimum wale rate prescribed in the con. tract for a clalli of laborera or mechaniCl includes a frinae benefit wbich is hot expreued .. an hourly wale rate and the contractor is obligated to pay a euh equivalent of such a frinae benefit, an hourI)' cub equivalent thereof to be established. In the event the interested partie, cannot agree upon a cuh equivalenl of the frinp benefit., the question. accompanied b)' the 1"Ccommendation of the eontractine officer. shan be referred 10 the SecretaI")' Clf Labor for determination. 112 For", "-127'3 f..y. 9-7!i1 b. If the contractor doe. not make paymenls to a lrU~ee or other third per50n. he may consider as part of the wa~e. of any laborer. or mechanic the amount of an)' COllts reuonably antici. pated in providing benefits under a plan or proitnm of a typl' expressl)' listed in the wage determination decision of the Secre. tory of Labor ,,'hich is a part of thi. contract: Provided. howcvrT, the Secretary of Labor has found. upon the ",'ritten rcquesJ of the contractor, that the applicable standards of the Davi.,Bacon Act have been met, The Secretary of Labor may require the contractor to &et a~jde in a "eparate account assets for the mect. ing of obllgation!l under the plan or proftram, ... Payment oC Excess Wages: While. the wal,':e rate. shown arc the minimum ratt'S required by the contract to be paid during its life, thill is not a repreFen. tation that labor can be obtained at these ralC5, No Incrtase in the contract price shall be allowcd or authoriud on .ccouna of the payment of wage rates in exceH of Iho'C listed herein. 5. Apprentices and Trainees (Program. or Department oC Labor): a. Apprentices will be permiUed to wor~ at leu than the predetermined rate for the work they performed when they are emplo)'cd and individually registered in . bona fide apprentice. ship program registered with the U.S, Department of Labor. Manpower Admini"tration. Bureau of .Apprentice5hip and Train. ing, or ",ith a State Apprenticeship A,;ency reco~nized L)' the Bureau, or if a person is employed in his first 90 days of proba. tionary employmenl alii an apprentice in auch an apprenticeship program, who is not individually regi&tered in the program, but who has been certilied by the Bureau of .Apprenticeship and Training or a Slace Apprcnticeshlp A~cnc). (where appropriate) to be eligible for probationary employment as an apprentice, The allowable ratio of apprentices to journeymen in any crah claliSification "hall nOI be creater than the ratio permitted to the contractor all; to his entire work force under the re,:istered pro. ft'ram. Any C'mployee listed on a payroll at an apprentice waFe rate, ~'ho i5 not a trainee as defined in 29 CFR 5.2(c) (2) or i~ not regi&lete'd or atherwi!le employed as ftat~ above, shan be paid the wage rate determined b)' the Secrcaat). of Labor for the classification of work he actuall)' performed. The eonlrnctor or subcontractor will be required to furnish to the Slate hi~h,,',y a(!'ency or 10 a repre"eneative of Ihe Wage.Hour Division of the U.S. Depnrlment. of Labor written evidence af the registration of his pro~rarn and appreneic!':s alii wen as the appropriate ratios and waFc ratel;. (exprecsed in percentages of the journeyman hourly rates). for the area of construction prior to using any apprentices on the. contrllCI ""ork. . The wage rate paid ap, prentices Mill! be not lellis Ihan the .appropriate percentage of the journeyman's rate contained. in the applicable wage determination. b. Trainees, except &IIi provided in 29 CFR 5.15, will not be pennlued to work at JC5s than the prcderennined rate for the work performe-d unlcllis they are emplnyed pim=lIl1nt to and Indi. vidually rep:itr;tered in a prot:tam ",'hich has received prior ap, proval. evidencrd by formal cenification, by the U.s, Department of Labor. M.tInpower Administration. Bureau of ApprenticeFhip and TraininG' The ratio of trainees to journeymen "hall nOI be greater than permiued undcr the plan approved hy ahe Bureau af Apprenticellihip and Training. [yer)' trainee mUst he paid al not let'I':. than Ihe rate "pecilied in the approved program for hi" 1e\'el of ,..rOI:I'""",,, Any emplo)'ee lisled on the payroll at a trainee rate who is not reci"tered and participating in a trllining plan appra\"ed h)' thp. BurcAu of ApprenticeMip and Trainins ..hall be paid nnt )es!i ahen th~ waR'e rote determincd by Ihe Secretar')' of Labor for the cJasll;ificalion of work he actually performed. The contractor or lluhcontrtlCIOr wllJ be required 10 furni~h the Statr. highw.y agenc)" or a repre-Ientative of Ihe Wag~.Hour DiYision of the U.S, Depanment of Labor wriU!':n evidencc af the cerlit;. cation of hh~ program, Ihe regifltrction of tile train~es, and Ihe raliol and WDp'C rote~ preM:rihed in Ihat program. In the e\'ent the Bul'<'o'lu of Apprenticel'hifl and 1'raininR ,,'j(hdrawIII approval of a training prograln, the contractor "".m tlo Joni!;er be permlued form PR..1273 (by. '"",51 to utilize: Irainee.. al Jeu than the applic.Lle predetermined rate for the "'ork J'l'C'rformed until an acceptable program IS approved. c. The utiliution of apprt'neicef, traint>c, and journeymen .hall be in confarmity ",'jth the equal employment opponun.ity requilemenls of Executive Order Jl246, a. amended, and 29 eFR Part 30. 6. Apprentic~1l and Trainees (Programs oC Department DC Transportation): Apprentices and trainees working under apprrD1icef>hip and skill Iraininlt program" ",'hich 11&\'e been certified h)' the Secretary of Transportation as promoainG rqulI.I emplo)"mt'D1 opporaunilY in conneclion with Federal.aid hif:h",'a)' construction J1rOl!ram~ are not flubjcct to the .rquircment'i of St>ction JV, parllf:raph S above, The strail!ht lime houri)' waGe rates lor apprentices and trainee. under I'uch prOFramc ,,".iJl be t'I'taLliFhed b)' the particul., pro. grams. 7. -Overllme Requirements: No conlractor or &ubc:ontractor contractinG lor an)' pari of the contraCI work which ma)' require or in\'olve the emplo)'ment of laborers,. mechanics, ,,'atchmen or guards (including apprentices and trainees de5Cribcd in paraf:raphA 5 and C. above) &han require or permit any taborer, mechanic, watchman or fuard in an)' ""ork. wcek in which he i& employed on .uch work, 10 ""ork in exceu 01 ei~ht houtli in any calendar day or in excess of forly hours in .uch workweek unleas ..uch Jaborer, mechanic, watchman or euard reo ceives compen'Btion at a r.te 1I0t leas than one and one,half times hi. basic rate of pay lor aU hours worked in exceH of eight hOUR in any calendar da)' or in excess of forry hOUri in auch workweek., all the calC may be. 8. Violation: liability lor unp.ld wagelij liquidated damages: In the event of any yiolalion of the claule act forth in para. ,graph 7. ahe COntraclor and an)' subcontractor re&ponsible there. lore FllaU he liable to an)' aflected employee for hili unpaid. wageL In addition, such conlractor and &ubcontrl:lctor shall be liable to the United Stllte5 (in the case of work done under contratt for the Di&lrict of Columbia or a territot)', to such Dimict or 10 such territory). for liquidated damager.. Such liquidated dama~es shall be compulcd with rcspect to each indh'idual laborer. mechanic, watchman or guard emplo)'ed in "Iolation af the claule set lorth in p.uaFraph 7, in the ..um af $10 for each calendar dll)" on which such employee was required or permiued to work in exceu of eight hours or in exces~ of the standard workweek of fort)' houn without pa)'menl of the overtime walle& required h)' Ihe clause set forth in paragraph 7. 9. Withholding lor unpaid ....ges: The StAle highway depanment contracting, officer may with. hold or cause 10 bl',. ,,'i1hheJd Irom the conlractor so much of the .accrued payment5 ar advances as ma)' he considered necessary to pay laborers. mechanicl\ (incJuding apprentices and traineCl) ~'atchmen, or I;uards employed hy the contractor or an)' subcon. tractor on the work the fuU amount of walea; required hy the coneract. In the event of failure to ,pa)' an)' Jahorer. mechanic, (inc:ludinS apprentices and train~e.) walchman or ,uard emplayed or ""or kine on the aite of the ""ork, aU ar pari of the "'a(l:es required by the contract. the Stllle hi(!'hway department contract. ing officer may, aher ".rilten nOlice 10 the cantraClor, take such action .llS may be nrCf'Ssar)' to caullie the lIu"pen~ion of an)' further pa)'ment. advance, or J!uarantee of fund. until such yiolation, have ceased. JO. Withholding lor liquidale.d d.maRes: The Slate hlphway department contracling officer m.)' with. hold or c.use to be \l'ilhheJd, from IIn)' mone)'. parable on account of wark performed h)' the contractor or Jl;uhcontractor, such .uml a'" me)' AdminillitrAtivelr be determined 10 he necel~arr 10 "Iilly an)' JiAbililif's of lIuch contractor or ,,"uhconlractor for liquidated damal!es as provided in the clause sel forlh in paragraph 8, Paae 3 -...:......., V. STATEMENTS AND PAYROLLS 1. Compliance ",Jth Copeland Regulation (29 CFR, Part S): The contractor .haJl comply with the Copeland Rcgwlliona (29 CFR. Part 3) of the Seercluy of Labor which are herein incorporated by rdetence. 2.Weekl,. .tatement: Each contractor or subcontractor shall furnish each week a statement to the State hifl:hw&y dcpanmcol resident enl!:ineer with respect to the wages paid each of ita employees, (including apprentices and trainees described. in Section IV. paragraph. 5 and 6. and watchmen and guard.) engaged on work coyered by the Copeland Regulations during the preceding weekly payroll period. The statement ihall be executed by the canlt.clOt' or subcontractor or b)' an aUlhoriz.cd officer or employee of the con- tractor or subcontractor who lupcrviacs the payment of wagea. Contractors and iuocontractors must U5e the certification ~t iorth .oD U.s, DeplJrlmem Dl L..bor FDrm WH-348, or the same certlfi- cation appearing on the reverse of Optional U.S. Department of Labor Form WH-347. or on any iorm with identical wording. S. Final labor aumnary: The contractor and each a\.lbc:ontractor lIball furnish, upon the completion of the contract, a .ummal")' of all employment. indicat. into for the completed project, the total hours worked and the total amount earned. This data shall be submitted to the Suue highway department reddent engineer on Form PR~7 together with the data required in Section VI. hereof, relative to materials and supplie5. The providons of this paragraph are not applieable to contracts for secondary highway. or contract. financed IOlelv with funds provided by the Highway Beautification Act of 1965, as amended. 4.. Final certificate: Upon completion of the contract, the contractor shall submit to the State highway department contracting officer, for ttansmi.. sion to the Federal Highway Administration with the voucher for final. payment for any. work performed under the contract, a certificate concerning ",'ages and classifications for laboren, me- chanics,. watchmen and guards employed on the project, in the following form: The undersigned, contractor on (Project No.) hereby certifiei that all laborers, mechanics, apprentices, trainees, watchmen and lituards employed b)' him or by any subcontractor performing work under the contract on the project have been paid wages at rates not less than thole required by the contract pro- visiolUl, and. that _ the work performed b)' each auch laborer, mechanic, apprentice or trainee conformed .0 the c1assificatiohl act forth in the contract or training program provisionl applicable to the wage rate paid. Signature and title S. PayroJls and payroll record.: a. Payrolls and basic record. relating thereto will be main. alined during the course 01 the work and preserved for a period of three. years thereafter lor an Jaborers,. mechanic&, apprenticu, trainees, watchmen and guard. working at the site of the work. b. The parron records .hall contain the name, social ~curity number and addre.. of each .uch employee, hil correct clauif1ca. tion, rates of pa)' (including rates of contributions or COlts antici. pated of .he t)'pes described in Ilection lCb) (2) of the Oavi.. Bacon Act), daily and weekly number of hours worked, deductions made and actual wage. paid, Whenever the Secret.,y of Labor, putluant to Section IV. paragraph Sb, hIS found lhat the waites of any laborer or mechanic include the amount of an)' COSls relsonabI)' anticipated in providing bflnefitl under a pI.n or pro. gram delCribed In ,ectlon 1 (b) (2) (B) of the Davil-Baeen Act, Pale 4 the conls.ctot .haJl maintaiQ records which .bow Ib..t the com. mitment 10 provide such benefits i. enforceable, that the plan or program 11 financially relporaible, and that the plan or prOJram ha. been communi.::ated in wdtin&: to the laborer. or mechanics a.fJccled, and record, which &how the coa" anticipated or lhe actual cow incurred in providing such bcne6u. Co The pa)'roJl. shall eonwn Ihe lollowinc information: (1) The employee', full name, addrels and lOCia) aecurity number. (The employee', full name and aodal s.ecurity number need only appear on the 6rst payroll on which his name appearL The employee'a addre... need onl)' be mo\>"n on the first submitted payroJl on which the employee', name appears. unleu a change of addrel5 necetoitates a aubminal 10 reflect the new addre",,) (2) The employee', clawncation. (3) Entriea indicating the employee's basic hourly wa,e rate and, where applicable, the overtime houri)' wage rate. The payroJl should indicate &eparately the amounts of emplo)'ee and employer contributions .&0 lringe .benefit lunds .nd/or prfJgrams. Any fringe bene611 paid to the employee in cash mUlOt be jndi. cated. There b no prescribed or mandatory form for abo.....ing the above information on paytolJ.. (4) The employee's daily and weekly hours worked in each claui6cation, .ineluding aClual overLime hour, worked.. (not adjuated). (5) The ltemiz.ed deduetiohl. made and (6) The net wages paid. d. The contractor will submit weekly a cop)' of aU payroJl. to the State highway depanment resident engineer. The copy diall be accomp&nied by a statement signed by the employer. or his agent indicating that the payrolls are correct and c.omplete, that the wage rates contained therein are not le55 than those deter. mined by the Secretary of Labor and that the classifications let forth for each laborer or mechanic conform with the work he performed, Submiuion of a weekly statement which i. required under this contract by Section V, paragraph 2, and the Copeland Regulations of .he Secretary of Labor (29 CFR, PaM 3) and the liling with the initial payroll or an)' .ubsequent payron of a copy of an)' findings b)' the Secretary of Labor put&uant 10 Section IV. paragraph 3b, shan I.uisfy this requiremenl. The prime con. tractor shall be responsible for the aubmi&$ion of copies 01 payroll, of aU ,ubcontraclon.. The contractor will make the records re- quired under the labor standards clauses of the contract available for inspection by authori~ed representatives of the State highwa,. deparunent. the Federal Highwa}' Administration and the Depan. ment 01 Labor, and will permit such representativ" to interview employees during working hours on the job. Co The wages of labor 5h.U be paid In legal.tender 01 the United States,. except that this condition will be considered uti.. lied if payment 15 made b)' negotiable check, on a solvent bank, wbich may be cashed readily b)' the employee in the local com. munity for the full amount, without discount or colJec:.l.ion charg" of any kind. Where checks are used lor payment, the contractor .ban make all necel8&ry arrangements for them to be cubed and shall give information re~arding .uch arrangemena. f. No fee 01 any kind .ban be asked or accepted by the con. tr.ctor or any 01 hi. agents from any person. a. a condition of employment on the project. G. No laboren &ban be chaT(;ed for any lools utliCd in perform- inr: their respective dutiu except for reuonabl)' noldable 10.. or damage thereto. h, Every employee on the work covered by thil contract .ban . be permiued 10 lodge, board and .rade where and wilb whom he elects and neither the con.ractor nor hifi a,~nt,- nor hi. emplo)'ees .h,Il, dircctl), or indirect\)'. rrquirt' as a condition of employment that an emplo)'ee ahan lodge, board or trade at a particular place or with a particular peraon. 1. No charge Ihan be made 101' any .ran!lJ'lonation fuml.hed by the contr.Clor. or his a(renlf. to an)" p~rloOn employed on the work. form '....1273 It.v. '''''5) 114 '-............., ,. No individual shan be employed as a laborer or mechanic on thia contract except on a waite basi5, but lhhi ahaU not be conatrued to prohibit the rental of tearm, truck., or other equip. ment from individual. VI. RECORD OF MATERIALS, SUPPLIES AND LABOR 1. The provjaions in thil section are applicable to all contracts except Contracts for aecondary hi(l:hwayio and contracts financed &o)e]y with funds provided by the Highway Beautification Act of 1965, AI amended. 2. The conuactor &han maintain a record of the total coat of all material I and &upplies purchalled for and inco:rporatt:d in the work, and a]iQ of the quantitiea of Ihose apecific malerials and aupplies li&tcd on Form PR-47 and in the units Mown, Upon completion of the contract, this record. toe:cther with the final Jabor &ummary required in Section V. paragraph 3. hereof. &haU be transmilted to the State highway departrrent resident engineer for Ihe project on Form PR-47 in accordance with instructions attached therelo, which will be furnished for this purpose upon requell. The quan. tities for the liMed items shall be reported 6Cparately for roadway and for structures over 20 feet long as mealured along Ihe cenler. line Clf the roadway. - 3. The contraclor &han become familiar 'with the Jiat of Ipecific material. and suppliel contained in Form PR-47 prior to the com. mencement of work under this contract. Any additional malerials information required will be IOlicited through revision" of Fonn PR-47 with auendanl e)lplanations. 4. '\l'here subcontractors arc involved the contraclor &haU aubmlt either a aingle report covering work both b)' himself and aU his aubcontractors, or he may submit separate reports for himself and for each 01 his subcontractor&. VII. SUBLETTING OR ASSIGNING THE CONTRACT 1. The contractor shall perform with his own organization con. tract work amounting to nol Jess than 50 percent 01 the ori~inal total contract price, except Ihat Any items designaled by the State as "Spedah)' Item~" may be performed by subcontract and the amount 01 any such "Specialty hem," &0 perlormed may be deducted from the original lota1 conlract price before computing the amount 01 work required to be performed by the contractor . with his own orl;'anb:ation. a. "His own organization" shall be construed to include only workmen employed and paid directly by the prime contractor and equipment owner or rented by him, with or without Operators. b. "Specialty ltems" &hall be construed to be limited to work that requires hii'hly specialized knowledge, craftamanship or equipmenl not ordinarily available. in cClntracting organiutionfi qualified to bid on the contraCI a" a whole and in general are to be limited to minor components 01 the overaU ~OntracL 2. In addition 10 the 50 percent requirement Rt forth in para. graph 1 above, the r.ontractor shan fumish (a) a competent IUper. intendent or foreman who is employed by him, who has fuU au. thority 10 direct. performance of the work in accordance with the cClntract requirements, and who is in charge of aU conatruetion operation", (regardless of who perlonns the work), and (b) IIUch other of hi!; own organiulional eapabllit). and responlibility Cau. pervi~on, management, and engineering servicel) as the State hlshway department contracting officer determinel it necessary to assurc the pcrformance of the contract. 3, The contract amounl upon whic11 the 50 flercent requirement ~t forth In paragraph 1 il compuled includes the cost of materials and manufactured products which are to be flurchased or produced by the contraClor under the contract proviaionL 4. Any hems that have been JC1eCled as "Specialty hems" for the contract are listed as auch in the Special ProYilions, bid IChedule, or elaewhere in the contract documents. 5. No portion of the contract shan be aublet. a..igned or other. wiHl dilpoacd of e)lcept with the written conlent of the State high. Forrtl PR-1273 lRev. 9-751 'Way department. contracting: Clfficer, or his authorized representa. tive, and luch conlCnt when given .ban not be construed to relieve the Contraclor of any reaponaibiHlY for the fulfiJlmeot of the contract. Requeat for pennillion to lubler. aaai~, or other. wise di~poloC of any portion of the contract dun be in writing and accompanied by (a) a &howing that the organir.ation which will perform the work is particularly experienced and equipped for such work, and (b) an ...urance by the conlractor that the labor standard, proviaions IoCt forth in this contraCI shall apply to labor performed on aU work encompaued by the request. VIII. SAFETY; ACCIDENT PREVENTION In the perlormance of thia contract, the contractor shan comply with an applicable Federal, State and loeaIlawl ltoverning ..lfel)', health and sanitation. The contraclor "ban pro\'ide an gler:uards, ..deIY devices and prolective equipmenl and take any other needed action&, on his own responsibility, or al the State hiBhway depart. mcnt contracling officer may determine, reasonably neceSSAry 10 protect the fife and health of employees on the job and the ..lelY of the public Gnd to protect propeny in connection with the per. formance of the work coveud by the contract. h il a condition Clf this contract, and shan be made a condition of each aubcontr.ct entered into punu.nt to. this cotltracr. that the contr.Clor and any aubcontractor .ball not require any laborer or mechanic employed in performance of the contract to work in surrounding. or under working conditionl which are un. ..nitary', hazardous, or danserouI to his health or ..fety. AI deter. mined under conatruction sufety and health atandarda (Title 29. Code of F~eral Regulations, Part 1926. fonnerly Part 1518, al revised. lrom time to time). promuli'ated by the United States Secretary of Labor. in accordance with Section 107 of the Con. uact Work Hours and Safety Standards Act (83 Stat. 96). IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to aasure hi[d1 quality and durable construction in con. formity with approved planl and specification. and a high degree of reliability on statements and representationl made by engineerr., contractors, supplies, and worken on Federal.aid highway projecu, it is essential Ihat an penon. concerned with the project perfonn their function. as carclul])', thoroul!:hly, and honestly as pos.sible. Wmful falsification. distortion. or misrepresentation with respect to an)' f.ctl related to the project is a v.iolation of Federal Jaw. To prevent any misunderstanding rcr:arding the leriousness of these and similar acts. the foIlowing notice shaIl be posted on each Federal.aid highway project in one or more places wbere it is readily available to all pel&Onnel concemed with the project: . . . . NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL-AID HIGHWAY PROJECTS Title 18, United States Code, Section 1020, .readl as followa: ---Whoever, being an oOicer. agent, Clr employee of the United Statt$, or of an)' State or Territory', or whoC\'er, whether a person, &l.sociation, firm. or corporation, knowingly makes any false stale- ment, false representation, or false report al 10 the character, quality, quantity. or cost of the material used or to be used, or the quantity or quality Clf the work performed or 10 be performed. or the coils thereof in connection with the aubmission Clf plans, map" specifications, contracll, or CO&lI of construction on any hichway or related project lubmlued for approval to the Secretary of Transportation; or ~hoev~r knowingly makes any lalse Italement. falae Tepr~n. cation. false report. or falae claim with respect 10 the character. quallt)., quanlity, or COlt of any work perfonned or to be per. fonned, or materiall furnished or to be fumished, In connection with the construction of an)' hip:hway or related projecl approved b)' the Secretary of Tranaportation; or "Whoever knowingly makes any false atat~ment or falle 1"e):l",' acntation .. to a material Iacl in any atatement, certificate, or 115 Pase S ........... .-. .., report. .ubmitted punuant to provislonsof the Federal.Aid Ro.d Act approved Ju1)' 1. 1916 (39 Stat.. 355). *' amended and .upplemebted; "Sball he fined Dot more than 110,000 or imprisoned not more than five )'ean, or both." li.ted, on the datc' of contract award, on the U.S. EzsviroameDw Protection Agel'!c)', (EPA) List of ViQlsr.i.na: Facilities PurJUanl 10 40 C.F.1l. 15.20. 2. The contractor a,ree. to comply with an che requirernenLl of section 11' 01 the Dean Air Act and fCCtiOD 308 of the Federal Water PolJuuon Control Act and all regul.tion. &Dd guideline. lilted thereunder. s. The conlraclor shal! promptly potify die State hip-way dep.runent of the receipl of any communication .from the DireCtor. Office of. Federal Activitiel, EPA, indic.ting chat a facility to be utiliu:d lor the contract is under coMideratioD to be lilted on the EPA UII of Viol.tinS FaclU~.ic.. ,. The contractor agree. to include. or cause to be included the requirements oj aubp&ra~raphl 1 through 4 of \hill pua&Faph X in every noneJll,empl subcontnet, and further agreei to take lIuch action as the Governmenl may direct &$ a means of emort. ins such requirements. X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (APPLICABLE TO CONTRACTS AND SUBCONTRACTS WHICH EXCEED $100,0001 1. The contractor' ..tipulatCJl chat an)' facility to be utiHud in the periorm.nce. 01 &hi. contract, unless such contract hi exempt unde.r the Clean Air Act, .. amended (42 U.S.c. 1857 et aeq.. .. amended. by Pub.. L. 91--6(4), and under the Federal W.ter pollution Control. Act, a, amended (33 U.S.C. 1251 et IICq., .. amended by Pub. L. 92-500), Executive Order 11738, and regula. bObJi .in implemeDtation thereof (40 C.F.R., Part 15), b not .. va. 0(JVZJU0Dn' PN.rJDTO omC1: 1981o. 4Zl~ - al4l4716 Pace 6 '0"", '.-1273 fby, f.o75J 116 .'-.~;- AilE NDJlEIIT BEQ~IRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION COIITR~CTS (Exclusive of Appalachi~n Contrac~s) Under Section I. Paraqraph 2. add: The prima contractor shall bE responsiblp. for the co.pliance bv aDY subcontrac':cr, cr lcwar tier subcontractor with thesa Required Con tract Provisions. Under Section I. add as Pa raqra ph 5 Disputes arisinq out of tha labor standards provisions of tnis contract shall not be subiect to t.he qeneral disoutes clause of this contract. Such disput~s shall be resolved in accordance with the procedures of the Department of Labor sat forth in 29 CFR Parts 5. 6. and -. 7. Disputes within the ..eanino of this clause include disputes between the contractor (or any. of its subcontractors) and the contractinqaoencv. ~he~.s. Depart.ent of Labor. or thE emplov"es or their representativ"s. ~n~erSection IV. Paraqraph 1. add:'; Laborers 0= mechanics Perforainq wo=k in more ~han on~ 'classifica'::ion may 'b.. ccmpensatp.d at ,::h" rat~ sp"cified for aach classification for thp. time actuallv vorke~ therein: Provided. that the emplover's payroll r..cor~s accuratEly s~t forth t/'a ti.3 spent in each 'classification in vhich wart is perf~rmed.: All rulinqs and intarpreta tions of the Da vis-Bacon and Belated Acts '., .; containe<1 in '29 CFIl Parts 1. 3. ar,d 5 arl; herdin incorporated bV ..'.. referencil in .this contract. '..::-:. r. "Un'd,er Section IV. Paraoraph Sa. ad<1: ",., ,. Apprentices shall be paid 'trinq.. ben(,fits in accordance with tha 0", ',provisions of the appren~iceship proqra.... If. t!:le' apJ:renticeship i'~:<"proqra.. does not sp",cifv frinq" benefits, .apprentices aust be paid :,;,", !"the full'" amount of 'frinqe" t:enefits listed on the waoe .:rC.:''''determination for the 'applicable Classification. .:!;'~ ... _. .:'. ~ 1 . 'f 1.' o(Jn~er'Section IV; Parall~aph .Sb. add::'" ,. ....'.. ". .'... < i.l: ~":';:rrainees' shall ba Paid" frinqa'"benEfits in.accordance with tha """"provisions of the ~rainee proqram.'i'..If the ',::rainee proqram does 'not mention frin!l&' benefits. trainees' shall be paid the full ',:..' "'amount of frinqe benefits listed".on the waqe det~rmi.nation unless .'., "., the Administrator of the ;!aqe" and Mour Division d..termines that there is aD appr~nticeship proqram llssociat~d vith the corraspondinq iourn~vmen vaqe ra~e on the waqe detar.inatioD which provides for less than full ben"fits for apprentices. : Onder S~ction "paraqraphs: IV. ,replace paraqraphs 7 and 8 with th" fcllowinq Dew 7. Overtimg requirem~n~s: No ccntrector or subcontractor containinq any part of the contract work which may r"quire or 117 ' involv~ the employment of laborers. machanics, watch. en or quards (includinq apprentices and trair.e"s described in paraqranhs 5 and 6 above) shall raquire or permit any lab<>rer, mechanic. watchman or quard i~ any vorkve~k ~n which he/sbe is empl<>yed o~ such work, to work in ~xcess of qO hours in such vorkve~k unless such lAbor~r. .echanic. workman or quard r~c9ives compensation a~ a rat2 notldss than one and one-half times his/her base ra te of ~a v for all hours . ..orked or in excess of qO hours in such ..ork....ek. B. Violations: Li..bili ty for unpaid. Waqes: Liquidated Dallaqes: In the event of any violaticn of th~ clause set forth in oaraqraph 7, th~ con~ractor and any subcontractor rasponsible therefore shall be liable tc any affect~d employee for his/her unpaid ..aq"s. In ~drlition, such con~ractor and subcontractor shall be liable to the United States (in case of .."rk done under contract for the District of Columbia or a territory), for liquidated danall'es. Such liquidat"a dallaqes shall be computed ..ith respect to ea:h individUal laborar. .echanic. vatchllan or quard ellployed in violation "f the clause set for in parall'raoh 7. in the Sum of $10.00 for each calendar day on vhich such employee was required or p~rllitted to ..ork in exc""ss of the stan!terd ..ork.eek of qO hours without paYllent of the overti.,. ..all'es r..quired by the clause set forth in paraqraph 7. UnSer Secti~n IV. =~place Paraqraphs 9 and 10 with the follo..inq new pllraqraphs: I/ithholdinq: : The State hiqhwav aqencv shall upon {"s o..n actio.n or UPon written r~quest of an authoriZEd r~pr~sentative of the Department of L~bor withhold or cause to be withh~ld fro. the contractor undqr this contract or any oth-i!= l'~deral contract ..ith the sare prime contractor, or any other Fadarally- assist~d contract subiact. ~o . Davis-D~con prevailinq vall'e ... ..rell'uir...ents,. which is held by the same prille ,contractor. so :such."f "he .accru3d pay.ents or advances as cay.1:.. .considered necessary. .-.c, pay.; lahorers ; ,..and lI;>char..ics. includinq appr",ntices. train..es, and 'helners ~mploygd by ,,,be .contractor or any subcon trac':or the full a ..aunt of waqes required bv the con trllJ.c 't. In t.h~ even't of failu:r~: to pay Any, ~ab.,orer. .echanic (includinq apprentices and trainees). watchman or quard employed or worlcinq on the ;site of th~ worle. 'all or part of the w"q~S r<lquired. b V the contrllct..".he State hiqh..av depart"~nt contractinq offic"r.aY. aftF.r. written n"tice to the contrac~or. take SUCh:dctiou'as may ben~CesSd~Y to cause ~h~ suspension of an, further payment. advanc&. or quarantee of funds until such violations have c..ased. 10. Withholdir.q for unpaid ..aqes and liquidated .'hllllqes: The State hiqhwa'l' aqencv shall upon its own action or,upon writtec request of an. authorizF.d representative ot tbe Depart.ent of Labor withhold Ot cause t.o b~ withheld, from any .onies pavabl~ ot. account of vork "erform..d by the contractor -- "',_fI:'-M or subcon~rac~or under any such contrac~ or any other federal con~ract with the salle "rille contractor, or any other PederallY-assist~d contract subiect to th, Contract Work HOurs and Safetv S~~ndards Act, which is held by the saae prille contractor, sllch su" as .ay bE, dE~ermined to be necessary tc satisfy any liabiliti~s oi Such co~tr"ctor or subcontractor for unpaid w"q~S and liquidated d~maq~s as provided in the clause set forth in Paraqre"h B. Under Sectioll V, Fareqranh Sd, add: If the contractor or SUbcontractor fails to submit the required records or to "akp. thell available, the Peden.l aqencv .av, after written notice to the contractor, sponsor, applicant. or owner, take such actions as lIay be necessary to cause thp. sUspenSion of any further payment, advance, or quarantee of funds. Purtner"ore, fai'lure to sub_it -the require records upon request or to .ake such records available .ay te qround~ for datar."n~ action pursuant to 29 ef'R 5.12. Dn~er Section VII, ltn No.1, No. . and No.3 are revised to read: 1. The contractor shall perior. ~ith his oWn orqenization contrac~ work a"ountinq to not lass than 40 percent of the oriqinlll t'Jtal cont=~ct price, excent that any ite.s desiqoatEd by th" State as "SpeCialty Items" "ay be perfor"ed by SUbcontract and the a"ount of ~oy such "SpeCialty Items" so performed may he deducted fro" the oriqinal toeal coneract price befor~ cOll1putinq th~ amount of work required to be performed'by the contractor with his own orqanization. a. NHis ow<. orqanization" shall te cons~ruel to include ooly workaen em;loyed and naid directly bV the priDe contraceor <l.nd eQUinment owner cr rented by him, with or without op-arators. b. "Specialty Items" shall be construed ~o b~ limited to work that reqUires hiqhlV s,,<=ciali2ed lcnodedq.., craftsmanShip or equipmen~ not ordinarilY available in Cootraceinq orQaniza't.ions Qualified to b~d on eh" con tree-; as a whole !lnd in .qeneral are to bl; limited to Dinor components of the overall con trace. 2. In addition to ehe 40 percent requirement set forth in paraQr~ph 1 above. the ccntractor shall furnish la) a competent sUP..rintenden~ or foreman who is ""Ployed by hi., who has full authority to direct perfor.~nce of the wort in accorr1anc.. witb th.. conttact reQuiremAnt", and who is .in charqa of all construction oP9rations IreQardl~ss of who l>erforas th.. work) , and lb) such other of his Own orqanizational capability and responsibili~y {SuParvision, manaQement, and enqineerinQ s"rvicl!s) as th~ State biQhwav depart"ent contractinq officer determines is necessary to assure the oerformance of the Contract. J. Th~ contract amount upon which the 40 l>=rcent reqUirement se~ forth in paraqraph 1 is co"puted iricludas the cost of 119 . - .,~...- aatAriAIs and manufi\ctured products which are t.o be purchased or producF.a by t.h.. contractcr under the c:>n::ract provisioDS. J.aelclae nt to Form PR- 1 273 ae,ised Januarv 13. 198b , i ." ~ . ~ , :, ~.:. .- .:.,1.:'';' .. '0:.; :, .....1 - ": /~,' ',' .::!:' '. l,:; . :--.::.:;':.;.1..:'::'-1 '". '" " ~ J ',: t. .; :. -:..... . ":.:::. .11.:. ", . :.~ - . -. -............ FEDERAl. AID PROPOSAL HOnCES NOTICE TO PROSPECTIVE FEDERAL.AID COtolSTRUCTION CONTRACTORS I. CERTIFIC"TION OF NONSEGREGATED fACILITIES (alA C..'I,I'Ca1l0n of Nonlegleg.led Fa<:'''',el. al regl",ed 0'1' I". May !iI. tiS7. Oloel oll"e SeCfe\I''I' 01 \.11)0' (32) F R 7.3lil. ""1'1' Ii. 19671 on ElIm,nlt.o" 01 ~elil't'Q.led F.c,I,lIel" .ncluded In me "ropo,.1 .no mul' oe lubm't1ed pllOl 10 I". ......,d at . f.e,,'II-.'" t"g.,",WIY con.Uucuon CO"",Ct ."c.eO'"O ,'0,000 ....h.C... .1 nol e"t>mpl "0m ..... o'Ov'I,on. 01 Ine lQu.t Opportun,I'I' CI.uI. (b). Bldderl ,'e c.uI,onlld .1 lOUD,,",,' By .,gOlng 1h.. bll;!.. Ii'll' bleldlll ...'11 be deemed 10 I'IIV" .,onrel "nO llo,.ec:l 10 ,t\. orovl,'Onl of the "Cerh"cahon 01 Non, .eg.eOlled Fac,lIl,es" jft 11'1'1 p,opo.., 11'1" c.HI,hCI. 1'0" p,ovlde. thll the b,ddel does nol ml,n,'''' 01 prov'O. '01 "'I' employee IICIIII,el ....h'ch .lfe le9'e. O.led on ~ D.llfll O_/~C'. '&;'t't'd. &0'0'. .0,n.hOll"" .011 ",n. wh.lh.1 I..ch IIC,I,".S .,. lep,..Ijl,leCl by ollee",,,e 01 on. d. I.CIO tlal" The ce,hl,C.han ,,110 provloel Ihll Ihe bu:ldel w,n nol "'.,""," .uCh .eoltl. g.led lacdll'.' h::) B,Oden. lec.e'Vlno Fede,al..,d h'Qh.....y COllllIUC "on conUlcl ......ra. ~"c~eOln" ..to.ooO .....h'ch "~ nOI r...mp\ 110m tn~ ploV'llonl 01 Ihe EQlla. Opporlunlty cla"I~. w,lI oe '.AI/lled 10 pIOVlOl: '01 the lo'.....":!'n" 01 Ihe lollo...,ng nohC. 10 prOlpe(:lIVe Illtlt.OMIlt.lou. 101 cOt"'ltrllCtlOn con.,.<:tl .nd m.leH.' "\lppM~11 ...h.e'e lhe lubconu,CI. 01 mllle".1 .uppl'l' I",eemenl! ~a' ceeO $ '0.000 .nd .re no, eaempl horn 1he plCYll.onf> 01 Ine EQulI OpPOIIl/n,IIet cla"le NOTICE. TO PROSPECTIVE SUBCONTA"CTORS AHD "ATERIAL 5UPP\.lERS OF "EOUIREMENT FOR CERTIFICATION OF NONSEGREGATED FAC1L1TlES (a) .. CerhhC.I,on Of Nonleo,.gated F.ctll.....1l Ie. QUlfeo by Ihe M.'I' 9. 1967.0'01'101 Ihe S.cr.'I'y 0\ L.tloI (32 F FI 7-439, M'y 19. t961) on E:hmml\IOfI 01 5eQlegaled Factlllllll. wh,ch 'I ,ncludod ,n 'he pro. pOlal, 01 .Il.ch.ed her~lo. mUll be luoml'l\eO tlV eaCh l..bCO"UICIO' .nd mllle".lluppllel pltor 10 'he .",,"fO at ,tie Ilubcontracl 01 conlUmmlllOn of . m.lell,llluP' ply a",eemenl II aUCh lubconlra<:1 0' .greemrnl ..;t.- ceeOIl $10.000 ana 15 nOI .....mpt tlom 1he- PIQYlllOl\1 01 Ihe EQual Opporlun,I'I' c'.".1: (b) SubCO"I,.cIO" 1"0 mauma_ lI..ppl.eu .,t' call' I.Ohed dl> lOUowll Oy a,g.nln" II'Ie lubcontrecl 0' enl." Inow lnlo a male"al aupply a9r.emen" t"'e lIubconU.CloI 01 maler..1 lupph.., win be oeemeO 10 h.ve Iloneo .nd aOleed 10 In. pro"'ll,on' of Ihe "Cer. tIlIC.I.on 01 Nonlegr.gllled Fac.l"'''I'' In 'he IUtlCOn. tlact 0' male".l lupply .gl..menl. 11'11. c.et"lIcluon pIO""O.' ,,,a' Ihe IlIbconu.cIO' 01 rn.le".1 'up"lle' 00.. nol m.lr'll.,n Ot plov'de lor hll empIO'l'.ell,CIII- t.el wh,Ch .,.. leg'egaleo on Ine 'D'Il'. Clt flee. cfeed, I:ClIOI, or natIon.' o"o,n. wtlelner .uch "ctllhClI .r. 1"IiJ,egale(l by CIf"CII",e or on I 0" l.clO baSI' , h. /:..,1IIICI1<0" .110 "rov,de. Ih.' lI'Ie ,.ubcon"lelt>> 01 ",.t"'II.up"ll'" w.ll no' m.,n"," 5uch seor.gated I.' e"lues (C) SubcontrICto,. or m_le".' .uppllerl r.ce'v,ng lutlcontraC:1 .....rClI or m.,.".l IUppl.,. .greernt!!lt~ e.' ceeo,ng .. '0,000 wh.ch .re nOl ...emp\ tlom the P'OV" Io,on" ot 'M E.Qual Cp"e",..nl'Y clau,. w.1l be feculled to Plov.dt' lor th. 10'.....,0111" Ollh,$ nollce' 10 plOloec' live IUl:)colluactorl lor C;OnlUucl,On Co"lt.CIS .nd m.. ,..".1 .uOPI.erl ....het. Ih. lubCOn".C" 01 mlte".l ,.uppl.,. I"ral'men" e.-c..d S 10.000 .nd ar. nDl .. empt trOm. lh. p,ov,.,onl 01 the EO"I' Opporlunll'l' el...,.. - II, .MP,LEIlIENTAT10N OF CU.'" AIR "'C1 AHO FEDERAL w.TfR pOLLUTION CONTROL ACT t.) 6, '1'9'''"9 \I"" b,d. thl' b,oorl w,lI tit' 0..1'71"0 10 nl~e .ttpu'.teo .. tOIlO..... (I) Tnat .n'l' I.cdlly 10 tl. ul...,.d In Ih. Qerlo'", .nc.e 01 \1'111 (;0"".1:1. ,,"leiS I..ch conuaCI 's e.empl unoel Ine Cle.n "'1 Act. .. .....enoeO ..1 US C 1857 1'1 leg, ." .menOICl' bY P"b \. ",.604., ano unoe' I"e Feae,.1 W.II!" Poilu I,on Conllol "'Cl. .. emenoed (33 use 125 eQ .eg. ,I. .m.noed b~ ..."b L "2 ~OO) b...c. U\I~e O'oel 1173l:l anO ,."....lton. In Implt' ",,,ntahO" thel"OI (.0 C FA. Pili 15). " no' ,,".d on ltoll! U S [nv>fonmll!nle' PIOIt'ChOn "'1jJ.ne.,. ([PAl LillO' \/'01"1111" F.C,hhes 0'" .ulnllo.O CFA 15;>0 (1) Th.1 11'11' 51.1., tll:p."menl 01 l"nIOOII.hOn "11.11 bt' ~lIamplJl' flnl,h.cl P"/)' ..10 C:01ll'ICI .....,001 Ihl! '''c.e'~1 by lhe b,Odt" 01 .n.,. com' mlln,c_hon 110m Ifll!' OllI:"CIOI. Oll'GC 01 F-eOel.1 "eitv.h.l, EO.... ,no,C.llno 11'1.1 . lac.llly 10 De ul,llIed 'olInI' conl/aCI II unde' cont'oel.hon 10 be 11"IIIId an It'le EP'" LI'1 01 VIOI.M" Fle.l,. I,., fEDERAL .10 CERTIFIC.TlON CERTIFICATE OF HOHSEGREGATEC FACU..ITIES l"pplu:able to Fl'ot:,,1 11'0 <:onllluCllon Con"lcn IIno lel.l.d IoUpconllact. e"ceeo,"g 510,000 ....n'cl'l .fe 1101 .aempl from tht' EQual OPPOllulltly c._u..) 9y Ihe IU\::lm'l.,on 01 "\If> b.O. the t:"ecuhon of Ii'll' conn.cl 0' aubconulct, or Ih. conl..mm.I,on olin'. matell.1 '..Ppl.,. ao,eement,.. IIPO,opOlle, lhe Dllloet, feae"I'.'" con,uucllon conlllCIOr, llubcon".CIO'. or mllleua' 'IIPOh.r, .1 apprOprl"e,. cell,It.. tnlt n. dO.' not mll,"",n at pfov'Oe IGf "'II emOla,.el ."y ,.IjJ(eQated I.C,III1'" " .ny 01 "'1 .Ilablllhm.n", 11"0 't\a' he oDe. not "elmll tll' employeello perlo,", Intll' ,e,,,,,cea .t I".,. localton. "noe' hi. CO""O', Wn.fe ,.". ceo.t.o lae.,.....1 .re ma,nll,n.d He cerl'"e' 1..,lhe' \1'111 he "",II nol m.,"llIln or provlae tOI hi' emplo.,..el any le9Ie;.leO 'aC'hU." " .ny 01 1'1'1 ell.bhshmenu. .na tl'la' he WIll nOI p.,,.,,.t h'" employe.1 10 pel'o,m 11'11'" '.'VIC.' al ''''1' locat,on, unOI'I h,s conllol, "",ne'. .egre"lled t.c,hl,e. al. ml,nll,ned He .,,".1 11'11\ . \::If.,Ch 0' Ihll ce,..llcal,on Ill, . ""ol.uon ot Ih. EQual Oooor'untl\' cllu." III tn'" conU.<:t "I u"eO In In's <:.,ullcallon, ,n. le,m ....gre"lleel lec.hl'.'" mea"5 .ny .....'"ng 100"". ....o'k are.l. feSUooms .nd .....h, .oom". ft'I"""."" an" olhel ea"no ar..I, ',m.' C:lockl, loc..er rooml .no Olher 110'1". Dr Ol.II,"g .re.I, plrll'ng loll. dllnlung lounlllnl, ,.creahon 01 enlena,nm.nl al.a., lIall.pon.l.on, .nd hout.ng IICI1. IIII'I prov,oedlOI employe., which .re ,.ple;.,eO by ...~IlIC.1 dllechv. or a,e In ..ct leg'eg.t.ct Oil Ihe ba. ,,101 r.c., creed. COIOl, or nal,on.1 oll,,'n. beC'''''. 01 .,.blt; lOCI' e,,'torn. 01 olto.,wI.e He aple.., 1".1 {.... ceOI wnere he h.. Oblllrled loenllcat <:elllhcellon, 110m p'OPoled ..ubcOnuac,oll .nd malen.1 fuppl,ets lor .pee.hC I,m. "elloOI}, h. w,ll oPI.,n ,0.nllc.1 c.r..' l,c.uonl 110m pIOPO".d l"'bconUaClor, 01 mell,..1 IUophefl p"O' 10 InIP: .....,0 01 lubconH.CII 01 1he ConlummlllOn 01 m_'."I' IUpply a,,'eemenll. ...' ceeo,no.$, \0,000 .....hlCh afe no' e...mptlrom lh. prov,' Ilonl ollhe Eou'l Opporlunll'l' CIIUle. .nCl'hll he w,ll ,elarn SUCh cera,IIC.lI0n, If' h,l hie. NOfe. The p,.nelly 10/ maluIl" ,al.. .,.,.menlSlll ot. lell " lJ'I',ctltJet1 ,n '8 Use 1001 DOT ~t'" ~.~. ..,... 10......' 121 :lunt USE- . -........ NOTICE OF' REOUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EOUAL EMPLOVMENT OPPOR. TUNITY (EXECUTIVE ORDER 11246) (1) The Ot1erOr's Ot Bidder', alienI/on IS caUed 10 the "EQual OPPOllunlly Clause" and the "Slandard Federal EQual Employment Spec Ill' CallOns" ael lorlh. herem (2) The goals and ftmetables lor mlnOrlly and Ie. male PettlltlpatlOn, e.r.preased '" percenlage lerms lor Ihe Contractor'!. aggrcgale wOrk force In each trade on aU conSUUCllOI'l work In Ihe COvered area, a'e as lollow!. Time r.bles Go.'.s 10' mlno",,, Dar1'Clpat,on lor reel'! "ad" GO.IS lor Irmal,. panIC IDa liOn on ~a~h I,ad. (See SDecl.' p'O"".,ons) TheSe goals ate applicable 10 GlIlhe Conlae; lor's conslructlon work (whelher or nOI II IS Federal 0' lederally .ssIsled) pe,tormed In Ihe Ce\lBted area II the contraClor perlorm, conSlruCllon work In a geogtaphlca' aleil 10, cated outSIde 01 the covereD atea, It shall ap. ply the goals eslabllshed 101 SuCh geographlclll area where Ihe work IS aClually perlormed Wllh regard 10 IhlS second atea, 1he COnuaClot also IS sublecl 10 the goals lOr bOlh liS tederally m\lolved and non.ll'deraU)' In\lol\led COnSlluCI.on Tne ConlraClor's complIanCe WIth Ihe elecu, lIve Order .tld Ihe regulahons III 41 CFA Par! 60.4 .hall be b..eo on 11& Implement. lion 01 Ihe Equal Opporlunlly Clause, aD.l::Jhc jI,l/lm, alIve .clion ObligatIons requited by the spec I' heallOn' sellotlh tn., CFR 60'4.3(1), and tIS etrort5 10 meel the goals. The houts 01 mmor. II)' ana lemale employmenl and trammg muSI be subslanllally unllorm Ihroughoul Ihe len"lh 0' the con"acl, and In each trede; and Ihe COnlraClot ShaU make a good lalth et10rl 10 employ mlnor.lles and women evenly 01'1 each ot Its No/eCls. The Iransltor 01 mlnorlly or te. male emplOYees or traInees tram ContraClor 10 ConlraClor or Iron, prOleCllo prOJecl for tnI.' aole Purpose 01 meellng Ihe ConlraClor's g081s aha II be 8 vIOla lIon 01 Ihe contracl. 1he E.ecuhve OrOer and the 'egulatlons 10 4, CFR Pari 60.4 Compliance wllh the Ooals Wilt be measured agaInst Ihe lotal work hou,s per. formed. C3} The Contraclor shall prOVide ""'flflen notlhca' hon 10 Ihe Dlteclor 01 the OffIce 01 Fecleral Conl'.ct Compliance Programs wllhln 10 WOtkln" day, ot award 01 any construCllon subcontracl In elceu 01 S 10,000 at any IIer tor conSlructlon work unCJet the contraCl re, Sul11ng from Ihl' SohCllallon The nOhllC.',on Shalf Inn Ihe name. address and lelephone number 01 the subContraclor, employer lOentl' hcallon number ot the sUbconlfaClor. eSII' mated aoHar amounl ot Ihe Subconttacl, eSllmaled sla",ng and Complellon dale, 01 the subcOnl,aCl. and the geograpl'llcal area In whiCh Ihe SUbCOnlt8cI I' 10 be perlormed :June J9Al C4} AIi uled In thiS NOlice. and In the conlracl 'e !.ulllng Iro", Ih.S fiOhclla"on, Ihe "coverC!'d area" IS as deSIgnated In Ihe SpeCIal PfO\lI. Slons for '''IS prOleCI The goals and IlrTlelables lor lema Ie end m.. nomy Ullhlll110f1 "halt be Incluaed In a" fed etal and leaetally aSfo.sted conSIrUClIOn conlracl:. &nd Sutlconl'acu. In e.-cels ot &10,000, The goal, a:e applicable 10 Ihe Cor" "aClot', aggregale onallt! conSlructlon worklorce whethet 0' nOI pan 01 Ih., worklotce IS perlNmmg WOtk On a Federal ()r lederally'asalsled conSlruCllon contract Ot subContracl The Cor,traCIOt IS herebyadvlled Ihal by !.Ignalute 01 thIS proposa' he'$ c:1eemed 10 "a",e filpned the 10UOw, Ing cerllllC81(' reQul'ed lor 11'115 Plo,ecl NON. COLlUSION CERTIFICATE The undersigned, belOp duly l)worn. depOse, and &8Y$ mat 'he person, hr".., a.50c.a'.0I'l, Co'pannerShlp or Corporal Ion herem named, has nOt, ellhet Chteclly or IndireCtly. entered 1010 any agreemenl. PanlCIPaled In any COllU510ll, or Of her wIse laken any aCllon In r~, S1Iaml 01 'fee comp~tlllve bladlOQ In Ihe prepatallon a",,, su.bml.f.IOn 0' 'h.s proposal 10 Ihe Washlnglon Stale Oepartmenl 01 TransPorla"on 10' conslderall(;n in the award 01 the conlfact 122 DOT ~f':':'I:Ir.'~"'~~I' ", r..., U' '"^" HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: CARPENTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC (THAT PORTION NORTH OF THE WAKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. FRINGE BENEFITS APPRENTICESHIP HEALTH AND WELFARE PENSION TOTAL HOURLY BENEFITS MAY 07, 1987 .06 1. 50 1.40 2.96 $/HR. $/HR. $/HR. $/HR. STATE STATE STATE FEDERAL OCCUPATION OCCUPATION CODE DESCRIPTION 070-0020 ACOUSTICAL WORKER 070-0030 BOOM MAN 070-0040 BRIDGE, DOCK AND WHARF BUILDER 070-0060 CARPENTER 070-0100 CARPENTER - WORKING BURNED, CHARRED, CREOSOTED OR TREATED MATERIAL 070-0140 DRYWALL APPLICATOR 070-0150 FLOOR FINISHER 070-0160 FLOOR LAYER 070-0170 FLOOR SANDER 070-0250 PILEDRIVER STATE RATE 17.78 FEDERAL RATE 17.82 17.62 17.72 17.62 17.75 17.75 17.75 17.82 123 ........."" - .~. "'- 17.52 17.32 17.42 17.52 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: CARPENTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC (THAT PORTION NORTH OF THE WAKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. 070-0300 SAW FILER 17.75 17.45 070-0310 SHINGLER - WOOD AND COMPOSITION 17.75 070-0330 STATIONARY POWER SAW OPERATOR 17.75 17.45 070-0340 STATIONARY POWER WOODWORKING TOOL OPERATOR 17.75 17.45 OTHER 070-9210 STATE: OVERTIME: ALL HOURS WORKED IN EXCESS OF 8 HRS./DAY, OR 40 HRS/WK., MONDAY THRU FRIDAY, AND ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKE-UP DAYS) PAID AT 1 ~ TIMES REGULAR RATE. ALL HOURS' WORKED SUNDAYS AND HOLIDAYS PAID AT DOUBLE THE REGULAR RATE. OTHER 070-9220 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING, AND CHRISTMAS. 124 .......,. - . -. .,- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: CEMENT MASONS LOCATION: CLALLAM, GRAYS HARBOR, 3EFFERSON, KING (THAT PORTION SOUTH OF AN EAST-WEST LINE ON 190TH ST. S.W. WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TO THE COUNTY LINE), KITSAP, LEWIS, MASON, PACIFIC (THAT PORTION NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED WEST TO THE PACIFIC OCEAN), PIERCE AND THURSTON COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.60 $/HR. 1.75 $/HR. 3.45 $/HR. .10 $/HR. STATE PENSION TOTAL HOURLY BENEFITS STATE TRAINING FUND FEDERAL WAGE RATES STATE OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 1 090-0260 APPLICATION OF SEALING COMPOUND 18.16 090-0210 CONCRETE PAVING 090-0240 CURB AND GUTTER 18.16 090-0230 CURING CONCRETE 18.16 090-0220 PATCHING CONCRETE 18.16 090-0250 SIDEWALKS 18.16 GROUP lA 18.16 090-0015 CEMENT MASON - BUILDING GENERAL 17.86 GROUP IB 090-0010 CEMENT MASON 17.86 125 - "'.~4 ""_ HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: CEMENT MASONS LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING (THAT PORTION SOUTH OF AN EAST~WEST LINE ON 190TH ST. S.W. WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TO THE COUNTY LINE), KITSAP, LEWIS, MASON, PACIFIC (THAT PORTION NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED WEST TO THE PACIFIC OCEAN), PIERCE AND THURSTON COUNTIES. GROUP 2 090-0350 COMPOSITION MASTIC 18.11 18.11 18.11 18.11 18.11 18.11 18.11 18.11 18.11 18.11 18.11 18.11 18.11 18.11 16.11 18.11 18.11 18.11 090-0310 FINISH COLORED CONCRETE 090-0075 GRINDER, HAND POWERED 090-0370 GUNITE NOZZLEMAN 090-0290 POWER TOOLS (GRINDERS AND ALL OTHERS) 090-0190 POWER TROWEL MACHINE 090-0330 APPLICATION OF UNDERLAYMENT 090-0280 CONCRETE SAW (SELF POWERED) 090-0360 EPOXY 090-0270 PLASTIC 090-0300 SANDBLASTING ARCHITECTURAL FINISH 090-0320 TUNNEL WORKERS GROUP 3 090-0340 TROWEL MACHINE ON COLORED SLABS, COMPOSITION OR KALMAN FLOORS 19.66 18.11 OTHER 126 - . ~. -, HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: CEMENT MASONS LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING (THAT PORTION SOUTH OF AN EAST-WEST LINE ON 190TH ST. S.W. WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TO THE COUNTY LINE), KITSAP, LEWIS, MASON, PACIFIC (THAT PORTION NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED WEST TO THE PACIFIC OCEAN), PIERCE AND THURSTON COUNTIES. 090-9095 OVERTIME-ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK MONDAY THRU FRIDAY AND ALL HOURS WORKED ON SATURDAY (EXCEPT FOR MAKE-UP DAYS) SHALL BE PAID AT ONE AND ONE HALF TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. 090-9100 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY THANKSGIVING DAY AND CHRISTMAS DAY. 127 - . ~...- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: IRONWORKERS LOCATION: STATEWIDE FRINGE BENEFITS Al?PRENTICESHIP HEALTH AND WELFARE PENSION TOTAL HOURLY BENEFITS ANNUITY WAGE RATES OCCUPATION CODE 330-0010 BURNERS 330-0005 IRONWORKERS 330-0040 ORNAMENTAL 330-0050 REINFORCING 330-0060 RIGGERS 330-0080 STRUCTURAL 330-0090 WELDERS OTHER 330-0000 STATE: HOLIDAYS-NEW YEAR'S DAY, MEMORIAL DAY, FOURTH OF .JULY, LABOR DAY, THANKSGIVING DAY,DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. 330-9010 STATE: OVERTIME-THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY, MONDAY THROUGH FRIDAY, AND THE FIRST 10 HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL MAY 07, 1987 .25 2.36 2.15 5.21 .45 $/HR. $/HR. $/HR. $/HR. $/HR STATE STATE STATE FEDERAL STATE OCCUPATION DESCRIPTION STATE FEDERAL RATE RATE 18.26 18.26 18.26 18.26 18.26 18.26 18.26 18.26 128 - 'to "... "'/__ OTHER OVERTIME HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. 129 - .~.-............ _~_~~.~._",..__n '. __.,__'",. --, ,....,....,,,..."'-......,.."'.,,,,,..,,.,......',,... HWY-R32320-AA OCCUPATION: LOCATION: PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 LABORERS CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE PENSION TOTAL HOURLY BENEFITS TRAINING FUND WAGE RATES OCCUPATION CODE GROUP 1 350-2100 WINDOW CLEANER GROUP 2 350-0090 BATCH WEIGHMAN 350-0460 CRUSHER FEEDER 350-1260 PILOT CAR 350-1870 TOOLROOM MAN (AT JOB SITE) GROUP 3 350-0080 BALLAST REGULATOR MACHINE 350-0240 CARPENTER TENDER 350-0270 CEMENT FINISHER TENDER 1.75 1. 55 3.43 .13 $/HR. $/HR. $/HR. $/HR. STATE STATE FEDERAL STATE OCCUPATION DESCRIPTION STATE RATE FEDERAL RATE 8.46 10.78 10.78 10.78 10.78 10.78 10.78 10.78 10.78 15.21 14.96 15.21 14.96 16.21 14.96 130 8.46 ~ , ." ~, r '. ',,'~' .. · .', .1 \, - HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: LABORERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. 350-0310 CHIPPER 15.21 14.96 350-0340 CHUCK TENDER 15.21 14.96 350-0350 CLEAN-UP LABORER 15.21 14.96 350-0390 CONCRETE FORM STRIPPER 15.21 14.96 350-0470 CURING CONCRETE 15.21 14.96 350-0520 DEMOLITION, WRECKING AND MOVING IINCL. 15.21 14.96 CHARRED MATERIALS) 350-0710 EPOXY TECHNICIAN 15.21 14.96 350-0810 GABION BASKET BUILDER 15.21 14.96 350-0820 GENERAL LABORER 15.21 14.96 350-0860 GRINDERS 15.21 14 .96 350-1370 POT TENDER 15.21 14.96 350-1390 POWDERMAN HELPER 15.21 14.96 350-1765 STAKE HOPPER 15.21 14.96 350-1880 TOPMAN - TAILMAN 15.21 14.96 350-1940 TUGGER OPERATOR 15.21 14.96 350-2030 VIBRATING SCREED lAIR, GAS OR ELECTRIC) 15.21 14 .96 GROUP 4 350-0050 ASPHALT RAKER 15.69 15.44 131 - . ."... ~ ..!",--... PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1967 LABORERS CLALLAM , GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. HWY-R32320-AA OCCUPATION: LOCATION: 350-0250 CEMENT DUMPER - PAVING 350~0420 CONCRETE SAW OPERATOR 350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR 350-0720 FALLER AND BUCKER - CHAIN SAW 350-0840 GRADE CHECKER AND TRANSIT MAN 350-0950 HIGH SCALER 350-0980 JACKHAMMER 350-1090 MANHOLE BUILDER 350-1200 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN USING COMBINATION OF HIGH PRESSURE AIR AND WATER ON CONCRETE AND ROCK, SANDBLAST, GUNNITE, SHOTCRETE) WATER BLASTER 350-1256 PAVEMENT BREAKER 350-1315 PIPE RELINER (NOT INSERT TYPE) 350-1280 PIPELAYER AND CAULKER 350-1485 RAILROAD SPIKE PULLER (POWER) 350-1753 SPREADER (CONCRETE) 350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES 350-1840 TAMPER (MULTIPLE AND SELF PROPELLED) 132 15.69 15.69 15.69 15.69 15.69 15.69 15.69 15.69 15.69 15.69 15.69 15.69 15.69 15.69 15.69 15.69 15.44 15.44 15.44 15.44 15.44 15.44 15.44 15.44 15.44 15.44 15.44 15.44 15.44 15.44 15.44 15,44 HWY-R32320-AA OCCUPATION: LOCATION: PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 LABORERS CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. 350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15.69 15.44 OPERATED TOOLS 350-1865 TIMBERMAN - SEWER (LAGGER, SHORER, & CRIBBER) 15.69 15.44 350-1905 TRACK LINER (POWER) 15.69 15.44 350-2000 VIBRATOR 15.69 15.44 350-2090 WELL-POINT MAN 15.69 15.44 GROUP 5 350-0200 CAISSON WORKER 16.05 15.80 350-1110 MINER 16.05 15.80 350-1380 POWDERMAN 16.05 15.80 350-1500 RE-TIMBERMAN 16.05 15.80 350-2070 WELDER 16.05 15.80 OTHER 350-9010 STATE: EFFECTIVE 12/1/84 DELETE THE CLASSIFICATION OF CLEANING LABORER FROM GROUP 1 AND ADD IT TO GROUP 3. STATE: OVERTIME: ALL HOURS IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK, MONDAY THROUGH FRIDAY, AND ALL HOURS 350-9355 133 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: LABORERS LOCATION: CLALLAM, GRAYS HARBOR. ISLAND, JEFFERSON, KING, KITSAP. LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. WORKED ON SATURDAYS (EXCEPT A MAKE-UP DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE. 350-9356 OVERTIME: RATE OF PAY. A MAKE-UP DAY MAY BE WORKED ON SATURDAY AT STRAIGHT TIME IF WORK IS LOST DUE TO WEATHER CONDITIONS. WORKING FOREMAN: 50 CENTS PER HOUR ABOVE HIGHEST CLASSIFICATION SUPERVISED. 350-9360 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. 350-9450 FEDERAL: FOOTNOTE "C": REDUCED RATES AS INDICATED BELOW MAY BE PAID ON PROJECTS WHICH HAVE A TOTAL VALUE OF LESS THAN $3,000,000, EXCLUDING THE COST OF ELECTRICAL, MECHANICAL, AND UTILITIES. UTILITIES INCLUDE SANITARY AND STORM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER, GAS AND COMMUNICATIONS. 350-9451 GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 8.46 10.78 12.69 13.20 13.40 134 ....- -- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: LANDSCAPE CONSTRUCTION LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES FRINGE BENEFITS TOTAL HOURLY BENEFITS - LANDSCAPE 3.30 $/HR. LABORER TOTAL HOURLY BENEFITS - LANDSCAPE 3.25 $/HR. PLUMBER 2.31 $/HR. TOTAL HOURLY BENEFITS - LANDSCAPE 3.95 $/HR. EQUIPMENT OPERATOR 3.80 $/HR. WAGE RATES FEDERAL STATE FEDERAL STATE FEDERAL OCCUPATION OCCUPATION CODE DESCRIPTION 370-0030 IRRIGATION AND LANDSCAPE PLUMBERS 370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT OPERATORS 370-0010 LANDSCAPING OR PLANTING LABORERS OTHER 370-9010 STATE: STATE RATE 10.62 11.18 FEDERAL RATE 10.62 11.18 6.40 OVERTIME _ ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. 135 .- 8.46 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: POWER EQUIPMENT OPE~ATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.95 $/HR. PENSION 2.00 $/HR. TOTAL HOURLY BENEFITS 4.16 $/HR. TRAINING FUND .26 $/HR. WAGE RATES OCCUPATION OCCUPATION CODE DESCRIPTION STATE STATE FEDERAL STATE STA1'E RATE FEDERAL RATE ****** STATE WAGE RATE GROUP LISTING ****** GROUP 1A 570-5015 CRANE - OVERHEAD, BRIDGE TYPE 100 TONS AND OVER 570-5500 CRANE 100 TONS AND OVER OR 200 FT OF BOOM INCLUDING JIB AND OVER 570-5505 LOADER, 8 YARDS AND OVER 570-5510 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER GROUP 1 570-5515 CABLEWAYS 570-5025 CRANE - OVERHEAD, BRIDGE TYPE 45 TONS THROUGH 99 TONS 18.98 18.98 18.98 18.98 18.48 18.48 136 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. 570-5520 CRANE OVER 45 TONS AND UP TO 100 TONS OR OVER 150 FT OF BOOM INCLUDING JIB 570-5535 HELICOPTER WINCH 570-5545 LOADER, OVERHEAD 6 YARDS UP TO 8 YARDS 570-0770 MUCKING MACHINES, MOLE, TUNNEL DRILL AND on 18.48 18.48 18.48 18.48 SHIELD 570-5565 QUAD 9 AND SIMILAR, D-10 AND HD-41 570-5540 REMOTE CONTROL OPERATOR, ETC. 570-5525 ROLLAGON 570-5560 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER 570-5550 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS 570-5555 SLIPFORM PAVERS 18.48 18.48 .18.48 18.48 18.48 18.48 18.48 18.48 570-5530 TOWER CRANE 570-5400 TRANSPORTERS, ALL TRACK OR TRUCK TYPE GROUP 2 570-5575 BUMP CUTTER 570-5590 CHIPPER 570-5570 CONCRETE BATCH PLANT OPERATOR 18.04 18.04 18.04 137 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. 570-5035 CRANE - OVERHEAD, BRIDGE TYPE 20 TONS THROUGH 44 TONS 570-5580 CRANES, 20 TONS THRU 45 TONS 570-5595 CRUSHERS 570-5600 DERRICK 570-5605 DRILLING MACHINE 570-5610 FINISHING MACHINE 570-5585 HYDRALIFTS 570-5630 LEADMAN MECHANIC - $0.30 OVER MECHANIC 570-5615 LOADERS, OVERHEAD UNDER 6 YARDS 570-5620 LOCOMOTIVES, ALL 570-5625 MECHANICS, ALL 570-5635 MIXERS, ASPHALT PLANT 570-5640 MOTOR PATROL GRADERS - FINISHING, BLUETOPS, PULLING SLOPES, DITCHES, ETC. 570-4730 PAVE OR CURB EXTRUDER (ASPHALT AND CONCRETE) 570-5650 PILEDRIVER 570-2975 PILEDRIVER (SKID TYPE) 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 18.04 138 HWY-R32320~AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHAT COM COUNTIES. 570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM ATTACHMENT 570-2565 ROTO-MILL PAVEMENT PROFILER GROUP 2 570-5675 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS 570-5655 SCREED MAN 570-5660 SHOVELS, BACKHOES 3 YARDS AND UNDER 570-5665 SUB-GRADER - TRIMMER 570-5680 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH. GROUP 3 570-5698 A-FRAME CRANE OVER 10 TONS 570-5735 CONCRETE PUMPS 570-5705 CONVEYORS 570-5700 CRANES, UP TO 20 TONS 570-5690 DOZERS, D-9 AND UNDER, YO-YO, PAY DOZER 570-5765 EQUIPMENT SERVICE ENGINEER 570-5720 FORK LIFTS 570-5710 HOISTS, AIR TUGGERS, ETC. 570-2695 HYDRALIFTS / BOOM TRUCKS OVER 10 TONS 139 18.04 18.04 18.04 18.04 18.04 18.04 18.04 17.68 17.68 17.68 17.68 17.68 17.68 17.68 17.68 17.68 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFlC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. 570-5715 LOADERS - ELEVATING TYPE 570-5725 MOTOR PATROL GRADER - NON-FINISHING 570-5785 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER 570-5740 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT MATERIALS 570-5745 SAWS, CONCRETE 570-5750 SCRAPERS - CARRY ALL 570-2815 SCRAPERS, CONCRETE 570-5755 SPREADERS, BLAW KNOX, ETC. 570-5775 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. 570-5760 TRENCHING MACHINES GROUP 4 570-5697 A-FRAME CRANE, 10 TONS AND UNDER 570-5795 ASSISTANT ENGINEERS 570-2575 BOBCAT 570-5685 BROOMS 570-5820 COMPRESSORS 570~5830 GRADECHECKER AND STAKEMAN 570-2715 HYDRALIFTS / BOOM TRUCKS 10 TONS AND UNDER 140 .- 17.68 17.68 17.68 17.68 17.68 17.68 17.68 17.68 17.68 17; 68 15.58 15.58 15.58 15.58 15.58 15.58 15.58 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1967 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON. PACIFIC (NORTH OF WAIIKIAKUM COUNTY NORTHERN BOUNOARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. 570-5790 OIL DISTRIBUTORS, BLOWERS, ETC. 570-5800 PAVEMENT BREAKER 570-4735 PERMANENT SHAFT-TYPE ELEVATOR 570-5805 POSTHOLE DIGGER, MECHANICAL 570-5810 POWER PLANT 570-4745 PROBE TENDER (ROTO-MILL) 570-5825 PUMPS, WATER 570-5780 ROLLER, OTHER THAN PLANT ROAD MIX 570-5815 WHEEL TRACTORS, FARMALL TYPE ****** FEDERAL WAGE RATE GROUP LISTING ****** GROUP 1 570-5501 CRANE 100 TONS AND OVER OR 200 FT. OF BOOM INCLUDING JIB AND OVER 570-5506 LOADER, 8 YARDS AND OVER 570-5511 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER GROUP 2 570-5516 CABLEWAYS 570-5521 CRANE OVER 45 TONS AND UP TO 100 TONS OR OVER 150 FT OF BOOM INCLUDING JIB 15.58 15.56 15.56 15.58 15.58 15.58 15.58 15.58 15.58 141 - 16.73 18.73 18,73 18.23 18.23 IIIIIiiiiiiIiI HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. 570-5536 HELICOPTER WINCH 18.23 18.23 18.23 18.23 18.23 18.23 18.23 18,23 18.23 570-5546 LOADER, OVERHEAD 6 YARDS UP TO 8 YARDS 570-5566 QUAD 9 AND SIMILAR, D-10 AND HD-41 510-5541 REMOTE CONTROL OPERATOR, ETC. 570-5526 ROLLAGON 510-5561 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER 510-5551 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS 510-5556 SLIPFORM PAVERS 570-5531 TOWER CRANE GROUP 3 570-5576 BUMP CUTTER 570-5591 CHIPPER 570-5571 CONCRETE BATCH PLANT OPERATOR 570-5581 CRANES, 20 TONS THRU 45 TONS 570-5596 CRUSHERS 570-5601 DERRICK 570-5606 DRILLING MACHINE 570-5611 FINISHING MACHINE 570-5586 HYDRALIFTS 17.79 17.79 17.79 17.79 17.19 17.79 17.79 17.79 17.79 142 .~ HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATrON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. 570-5616 LOADERS, OVERHEAD UNDER 6 YARDS 570-5626 MECHANICS, ALL 570-5636 MIXERS, ASPHALT PLANT 570-5641 MOTOR PATROL GRADERS - FINISHING, BLUETOPS, PULLING SLOPES, DITCHES, ETC. 570-5651 PILEDRIVER GROUP 3 570-5646 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM ATTACHMENT 570-5676 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS 570-5656 SCREED MAN 570-5661 SHOVELS, BACKHOES 3 YARDS AND UNDER 570-5666 SUB-GRADER - TRIMMER 570-5681 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH. 570-5671 TRACTORS, BACKHOE GROUP 4 570-5696 A-FRAME CRANE 570-5686 BROOMS 570-5736 CONCRETE PUMPS 17.79 17.79 17.79 17.79 17.79 17.79 17.79 17.79 17.79 17.79 17.79 17.79 17.43 17.43 17.43 143 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. 570-5706 CONVEYORS 570-5701 CRANES, UP TO 20 TONS 570-5691 DOZERS, D-9 AND UNDER, YO-YO, PAY DOZER 570-5771 DRIVER ON TRUCK CRANES OVER 45 TONS 570-5766 EQUIPMENT SERVICE ENGINEER 570-5721 FORK LIFTS 570-5711 HOISTS, AIR TUGGERS, ETC. 570-5716 LOADERS - ELEVATING TYPE 570-5726 MOTOR PATROL GRADER - NON-FINISHING 570-5731 MUCKING MACHINE, ETC. 570-5741 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT MATERIALS 570-5746 SAWS, CONCRETE 570-5751 SCRAPERS - CARRY ALL 570-5756 SPREADERS, BLAW KNOX, ETC. 570-5776 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. 570-5761 TRENCHING MACHINES GROUP 5 570-5796 ASSISTANT ENGINEERS 17.43 17.43 17.43 17.43 17.43 17.43 17 .43 17.43 17.43 17.43 17.43 17.43 17.43 17.43 17.43 17.43 17.13 144 - HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. 570-5821 COMPRESSORS 570-5791 OIL DISTRIBUTORS, BLOWERS, ETC. 570-5786 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER 570-5801 PAVEMENT BREAKER 570-5806 POSTHOLE DIGGER, MECHANICAL 570-5811 POWER PLANT 570-5826 PUMPS, WATER 570-5781 ROLLER, OTHER THAN PLANT ROAD MIX 570-5816 WHEEL TRACTORS, FARMALL TYPE GROUP 6 570-5831 GRADE CHECKER AND STAKEMAN OTHER 570-9370 FEDERAL: 17.13 17.13 17.13 17.13 17.13 17.13 17.13 17.13 17.13 15.33 FOOTNOTE "D": 85% OF THE BASE RATE PLUS FULI. FRINGE BENEFITS MAY BE PAID ON THE FOLLOWING KINDS OF PROJECTS: 1) PROJECTS INVOLVING WORK ON BRIDGES AND STRUCTURES WHOSE TOTAL VALUE IS LESS THAN $1,500,000 EXCLUDING MECHANICAL, ELECTRICAL, AND UTILITY PORTIONS OF THE CONTRACT. 145 - HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. UTILITIES INCLUDE SANITARY & STORM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER, GAS, ELECTRICITY, AND COMMUNICATIONS. 2) PROJECTS OF LESS THAN $1,000,000 WHERE NO STRUCTURES ARE INVOLVED SUCH AS SUR- FACING AND PAVING. UTILITIES ARE EXCLUDED FROM THE COST OF.PROJECT. 3) MARINE TYPE PROJECTS SUCH AS DOCKS & WHARFS UNDER $150,000. STATE-OVERTIME: ALL WORK PERFORMED IN EXCESS OF 8 HRS PER DAY OR 40 HRS PER WEEK, MONDAY THROUGH FRIDAY, AND ALL WORK PERFORMED ON SATURDAYS, (EXCEPT WHEN WORKED AS A MAKE-UP DAY), SHALL BE PAID 1&1/2 TIMES THE REGULAR RATE OF PAY. ALL WORK ON SUNDAYS & HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 570-9590 STATE-HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, FOURTH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAy AFTER THANKSGIVING DAY AND CHRISTMAS DAY (8). 146 .- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: SHEETMETAL WORKERS LOCATION: CLALLAM, JEFFERSON, KITSAP AND MASON COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE PENSION SASMI TOTAL HOURLY BENEFITS TRAINING FUND ~IAGE RATES OCCUPATION CODE 630-0030 JOURNEYMAN 630-0040 MATERIAL MAN OTHER 630-9630 STATE: MAY 07, 1987 1. 27 1.06 3.00 .00 .16 $/HR. $/HR. % $/HR. $/HR. STATE STATE STATE FEDERAL STATE OCCUPATION DESCRIPTION STATE RATE 21.83 9.45 FEDERAL RATE OVERTIME - ALL WORK PERFORMED OUTSIDE THE REGULAR WORKING HOURS SHALL BE PAID AT 2 (TWO) TIMES THE REGULAR RATE. 147 HWY-R32320-AA PREVAILING MINIMUM HOURL~ WAGE RATES MAY 07, 1987 OCCUPATION: SIGN HANGERS AND SIGN PAINTERS AND CONSTRUCTION MEN LOCATION: CLALLAM, ISLAND AND JEFFERSON COUNTIES WAGE RATES OCCUPATION CODE 640-0040 SIGN HANGER 640-0090 SIGN PAINTER 640-0115 SPRAY PAINTER STATE RATE 12.15 12.15 12.15 OCCUPATION DESCRIPTION FEDERAL RATE 148 - .......... HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: SURVEYORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFIT - PARTY CHIEF ~OTAL HOURLY BENEFIT - INSTRUMENT PERSON TOTAL HOURLY BENEFIT - CHAIN PERSON WAGE RATES OCCUPATION CODE 720-0010 CHAIN PERSON 720-0040 INSTRUMENT PERSON (JUNIOR ENGINEER) OTHER 720-9010 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. MAY 07, 1987 1.50 l.00 $/HR. $/HR. STATE STATE .70 $/HR. STATE OCCUPATION DESCRIPTION STATE RATE 8.25 10.00 FEDERAL RATE 149 "- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR. ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE PENSION TOTAL HOURLY BENEFITS TRAINING FUND WAGE RATES OCCUPATION OCCUPATION CODE DESCRIPTION 730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE 730-0080 BUGGYMOBILE AND SIMILAR 730-0100 BULK CEMENT TANKER 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:WAREHOUSING 730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING 730-0140 BUS OR EMPLOYEE HAUL MAY 07, 1987 1. 89 1. 82 3.64 .00 $/HR. $/HR. $/HR. STATE STATE FEDERAL FEDERAL STATE RATE 17.89 FEDERAL RATE 17.64 17.58 17.74 17.41 17.33 17.49 17.16 17.76 17.51 17.41 150 .....- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. 730-0145 CHECKERS 730-0200 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:UP TO AND INCLUDING 5 YARDS 730-0210 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING 17.31 17.31 17.06 17.16 17.53 17.38 151 ~- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS 730-0260 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO_ 18.23 17.98 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT. DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS 730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO_ 18.07 17.82 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELEDPOWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION: DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS 152 ", - HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. THEREOF: OVER 30 YDS. TO AND INCL. 40 YDS. 730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.91 17.66 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP-LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION: DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS 730-0230 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.74 17.49 ROCKERS,. TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP-LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION: DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS 730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.69 17.44 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA 153 --- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION: DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS 730-0400 ESCORT DRIVER 730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR EQUIPMENT 730-0460 FLAHERTY SPREADER 730-0500 FLATBED TRUCK, DUAL REAR AXLE 730-0490 FLATBED TRUCK, SINGLE REAR AXLE 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY SERVICE MAN AND/OR TIRE SERVICE MAN 730-0670 HYSTER OPERATORS (HAULING BULK LOOSE AGGREGATES) 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND BATCH PLANTS 730-0730 LOWBED AND HEAVY DUTY TRAILER: OVER 100 154 12.25 12.00 17.63 17.38 17.74 17.16 17.52 17.27 15.50 15.25 17.41 17.16 17.58 17.33 17.31 17.06 18.07 17.82 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1967 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. TONS GROSS 730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50 TONS GROSS 730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS GROSS TO AND INCLUDING 100 TONS GROSS 730-0800 MECHANIC 730-0810 MECHANIC HELPER 730-0910 OIL DISTRIBUTOR DRIVER (ROAD) 730-1010 PICK-UP TRUCK 730-1020 PILOT CAR 730-1100 SCISSORS TRUCK 730-1140 SLURRY TRUCK DRIVER 730-1160 SNO-GO AND SIMILAR EQUIPMENT 730-1190 STRADDLE CARRIER (ROSS, HYSTER AND SIMILAR) 730-1200 SWAMPER 730-1300 TEAM DRIVER 730-1350 TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN TEAMSTER JURISDICTION) 730-1435 TRANSIT MIX, 155 -"- 17.63 17.38 17.91 17.66 17.75 17.16 17.74 17.38 15.50 15.25 12.25 12.00 17.41 17.16 17.63 17.38 17.63 17.38 17.58 17.33 17.31 17.06 17.36 17.11 17.41 17.16 18.03 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT. SNOHOMISH, THURSTON, AND WHAT COM COUNTIES. OVER 10 YDS. TO AND INCLUDING 12 YDS. 730-1425 TRANSIT MIX, OVER 8 YDS. TO AND INCLUDING 10 YOS. 730-1415 TRANSIT MIX, OVER 6 YDS. TO AND INCLUDING 8 YDS. 730-1405 TRANSIT MIX, OVER 4 YDS. TO AND INCLUDING 6 YDS. 730-1447 TRANSIT MIX, OVER 16 YDS. TO AND INCLUDING 20 YDS. 730-1445 TRANSIT MIX, OVER 12 YDS. TO AND INCLUDING 16 YDS. 730-1451 TRANSIT MIXERS AND TRUCKS HAULING CONCRETE: OVER 20 YDS. 730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 8 YDS. TO AND INCL. 10 YDS. 730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR. :OVER 6 YDS. TO AND INCL. 8 YDS. 730-1510 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR. (OVER 4 YDS. TO AND INCL. 6 YDS.) 17.86 17.70 17.54 18.35 18.19 18.51 18.11 17.95 17.79 156 ...- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. 730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 20 YDS. 730-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR. : OVER 16 YDS. TO AND INCL. 20 YDS. 730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 12 YDS. TO AND INCL. 16 YDS. 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 10 YDS. TO AND INCL. 12 YDS. 730-1501 TRANSIT-MIX, USED EXCLUSIVELY IN HEAVY CONSTR. - 0 YDS. TO AND INCL. 4 1/2 YDS. 730-1500 TRANSIT-MIX, 0 TO AND INCLUDING 4.5 YDS. 730-1750 VACUUM TRUCK 730-1810 WAREHOUSEMAN AND CHECKERS 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 730-2000 WATER WAGON AND TANK TRUCK: UP TO 1600 GALLONS 730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS TO 3000 GALLONS 730-2210 WINCH TRUCK: DUAL REAR AXLE 157 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM , GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC UCEAN) , PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. 730-2200 WINCH TRUCK: SINGLE REAR AXLE 730-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT OTHER 730-9370 FEDERAL: FOOTNOTE "0": 85% OF THE BASE RATE PLUS FULL 17.41 17.41 FRINGE BENEFITS MAY BE PAID ON THE FOLLOWING KINDS OF PROJECTS: 730-9371 1) PROJECTS INVOLVING WORK ON BRIDGES AND~; STRUCTURES WHOSE TOTAL VALUE IS LESS THAN $1,500,000 EXCLUDING MECHANICAL, ELECTRICAL AND UTILITY PORTIONS OF THE CONTRACT. UTILITIES INCLUDE SANITARY & STORM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER, GAS, ELECTRICITY AND COMMUNICATIONS. 2) PROJECTS OF LESS THAN $1,000,000 WHERE NO STRUCTURES ARE INVOLVED SUCH AS SUR- FACING AND PAVING. UTILITIES ARE EXCLUDED FROM THE COST OF PROJECT. 3) MARINE TYPE PROJECTS SUCH AS DOCKS & 730-9372 158 17.16 17.16 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 07, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. WHARFS UNDER $160,000. 730-9736 STATE: FOR OCCUPATION 730-0260 IN GROUP 17ADD .16 $/HR. FOR EACH 10 YARD INCREMENT OVER65 YARDS730-9736 STATE: OVERTIME-ALL HOURS WORKED IN EXCESS OF 8 HRS./DAY OR 40 HRS./WEEK, MONDAY THRU FRIDAY, AND ALL HOURS WORKED ON 'SATURDAYS (EXCEPT MAKE-UP DAYS) PAID AT 1 1/2 TIMES THE REGULAR RATE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS PAID AT DOUBLE THE REGULAR RATE. 730-9740 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. 159 - - PROPOSAL TO: The Board of Jefferson County Commissioners Jefferson County Courthouse Port Townsend, Wa. 96365 THE UNDERSIGNED AS BIDDER DECLARES; That he/she has personally examined the site and premises of the improvement and determined the amount and character of the work anc material necessary to complete same in compliance with the accompanyin, contract plans, and speC~ications; that he/she has been regularly engagec in contract work for ~ years. The undersigned proposes and agrees it this proposal is accepted, to provide all necessary machinery, tools anc equipment, and all other means of construction to do all the work and ir the manner there1n prescribed and accord1ng to the requirements of thE Engineer as therein set forth at and for the total sum set forth below. which sum shall be adjusted 1n f1nal settlement according 'to' ,the amount the actual quantities 1n construction are increased or decreased from thE amounts given 1n the list of quantities at, and for the following un1t prices: PLAN ITEM :. : QUANTITY: UNIT DESCRIPTION AMOUNT: TOTAL : ~==~~=========~~~~~~~~===========~~========~~========:- '~:=~~~~:-:~~: -:.::.: : -~~~::::~:::~~--------------------: ~fl_~.9.:~ Z'-~~.:'..:~-: : 2 :3 _~':~:___:~:~:::-:::~~:~~-~~~-~~~~~:~~--_---_----:J~~-:__l~e_~_: ~~~:_:~~:~:'::'::_~:~~~:_:~:::::~~_~~:~~:__________:7~~Qa~~Q_:19Eg~~e-~ , GRADING --------.-----.-------------------------------------8-~-.---------. --::~~~-;-:.::.:;-~~~~~~:-:~:~~~:::~~:-:~::.:-~~~1~~~;~~2~~_~~_: --'-::~--': -:.::.:: -:~~~::::~~_:~~::~_:~~~~:~::~!~_; ____~=__: l...aJ.CJ.=:_ ~ ____~~__:~~~~.::-~~:::~---------------------------:----L~€~_:---~~~~: SURFACING --;~;---;-~~;~ -;~~~~;;-;;~~~-~;~;~;;-----------:---9~~- --~~1.~: --------.----- ---------------------------------:--------- ~-------: : C.Y. CRUSHED SURFACING TOP COURSE 0 --------.----- -~::~~:~-~:~~:~----------------- -j-~~-- 67 :4 :5 :6 :7 :6 :6A 400 : S.Y. 3-SHOT L.B.S.T. (TO BE DONE BY OTHERS N.I.C. 1,;:)1 C. 'IE ; _c_______: N.I.C. 160 PLAN :. :QUANTITY UNIT ITEM DESCRIPTION AMOUNT TOTAL ---------------------------------:--------- DRAINAGE 000 : 3~4~ ~ :--:--------:-----:---------------------------------:-----~---:-----~----: :9 : 54 ---------------------------------:--------- : L.F.: INSTALL 6" DIA. PERFORATED P.V.C: : UNDERDRAIN PIPE : 10: 1 : C. Y.: GRAVEL BACKFILL FOR PIPE BEDDING: 0 : () : :--:--------:-----:-~~-:~~~~------------------------:-_~~_~__:___~9~~_~ ~~~:---~~---::~~:-:-~~:~:_~~~:~-~::_~:_------------:-~~~--:~~~~~~~-~ : 12: 24 : S. Y.: FILTER BLANKET FOR UNDERDRAIN 4. () 0 96 ct:) : :--:--------:-----:---------------------------------:---------:----------. :13:$1000.00: EST.: TEMPORARY WATER POLLUTION/ :ESTIMATE: : EROSION CONTROL :$1,000.00:$1,000.00 : :--:--------:-----:---------------------------------:---------:----------: STRUCTURE (APPRX. QUANTITIES) :--:--------:-----:---------------------------------:---------:---------- :14: 33 :C.Y.: STRUCTURE EXCAVATION, CLASS A: : : ~--:--------~-----:-~~~~~~~~:_~~~~------------------~--j-~~-:---~~~~~-~ ~~::--:~~---~-~:::~-:~~~~~~~~:-~:-~~~:~-:~:~:-----__:-_~2~~_:~jJe~~-~ :~~:-~--~---~C~:~-:-:~~~-:::-~~~~~_:~~~~~~:~~_______:J'J?~P~__:--~~~ ~ :~~i----~---~~~:~-:~~~~~~~:-~:~~~-:~~~~_~:_:~~::____:-7~~~__:~Bg~g~-: :18: 12 :EACH: 10GA. 2'xl0' (2"X6-1/4" CORRUG.): . : STEEL BRIDGE DECKING, INSTALLED: aoo.(/i) :3.600. tri) :--:--------:-----:---------------------------------:---------:----------: ::::---~~---~~:::-:-:~~:~~::-::~~~-~:-~~:~::_~~~__~~-4{~~~_~~22~~~e-~ :20: 1612 : LBS : STEEL REINFORCING BAR, : : : ;--:--------:-----:-~~:~~:-:~~~---------------------:---j~~~--:L~~l~~~~--: :~::---:~---::~:~-:-:~~~:~~:~~:-~:~~:~~-:~~---------:-__~q~~~_:--'t~~~~-: :22: 64 : S.Y.: MEMBRANE WATERPROOFING (DECK : N.I.C. : N.I.C. : SEAL) (TO BE DONE BY OTHERS) ---.----------------------------------------------------______0______---_0 ~~~~--~~::--~-~:::~-:~:::~-~~~~~~~:-:~~:~~~~------~--~~p-Q-~16_~~j~~~ ;24; 5 ;EACH; 18"x32' PRECAST PRESTRESSED -vv"f-'I,DOO.::;1-~OOD~ :: :: PRESTRESSED SLAB, INSTALLED :~,B~f);- :~: :--:--------:-----:---------------------------------:---------:----------: : 25: 2 : EACH : FURNISHING AND DRIVING STEEL: "V: "0 : :: :: TEST PILE :3,000. _: 4>.000. _ : :--:--------:-----:---------------------------------:---------:----------: 161 : PLAN :# :QUANTITY UNIT ITEM DESCRIPTION AMOUNT TOTAL --------------------------------- ---------:---------- TRAFFIC --------------------------------- ---------:---------- : A:LUMP SUM EACH INSTALL BEAM GUARDRAIL ANCHOR _:::~_:_~~~:~~~~:~~______________ _:r9~~_;-fE~~~-- EACH INSTALL BEAM GUARDRAIL ANCHOR _:::~-~-------------------------- -~~~~-~~qq~~-- _~::::_:~::~~~_~_~~~~_~~~~~~:~________:--t~~~--;4?kLf~~~~-: EACH : 10 IN. x 10 IN. TREATED TIMBER : : : _____~-:~~:----------------------------:-~Q~~~-:t~~~--~ L.S.: SIGNING (TO BE DONE BY OTHERS) N.I.C.: N.I.C. -----:---------------------------------:---------:----------: OTHER ITEMS :26: 2 :27: 2 :28: 387 :--:-------- :29: 12 :--:-------- ---------------------------------------.---------.----------- ~:~~--~::~-- ~:~~_~-~~~~:~~-~~~-~~~::~:::~~---------~L~~J2~~-~~:.lg~~~--~ : ::: ::~~:_~~~ _:::~:: _:~:~:~~-~~~_:::~~~~:_----------- : --~@~~- : -~~.;~--: ::::::~~:-~~~ -~:~::-~~~~~::~~-----~~i~7e1--~~--:~~~~~~~~~--: TOTAL BID ff~ 76 S. f 0 A proposal guarantee in th~-pumJot 5!,of Jhe total bid is attached hereto in the amount of ~ ~ ../~ ~ NAME OF BIDDER ..fJ/.. f1 YY)e'l0.I.du?t./ ADDRESS ? tJ. 'Zln::.- .51 ,..tf:/r ut", f/A 7'g~~ / /.Ia Dated this ~day of Official"'J1/u. ~~~ Title ;t/M/hJ_~ /2<<;f./N/ . 1987. Signature of Authorized 162 - CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF STATUTORY RETAINED PERCENTAGE A. I hereby elect to have the retained percentage of this contract held in a fund by the Owner until (30) days following final acceptance of the work. Date Signed B. I hereby elect to have the Owner deposi t the retained this contract in an interest bearing account, not SUbject until after final acceptance of the work. Date Oaf" d I? /q137 Signe~ 7p~ C. I hereby elect to have the Owner invest the retained percentage of contract from time to time as such retained percentage Bccrues. I hereby designate as the repository for the escrow of said funds. I hereby further agree to be fully responsible for payment of all costs or fees incurred as a result of placing said retained percentage in Bnd investing it as authorized by statute. The Owner shall not be in any way for any costs or fees in connection therewith. Date ;{J7'-~ /Z /9K7 Signed ?YL- ~~.. --' ": I .. 163 - NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON) ) ss COUNTY OF JEFFERSON) The Undersigned, being duly sworn, deposes and ,says that the per'son, firm, assoCiation, co-partnership or corporation herein named, has 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 the preparation and sUbmission of this proposal to Jefferson County for consideration in the award of the contract. -?Y'f:, ~'~A~ , . -'r ~ (Contractor) SUbscribed and sworn to before me this~iay of ~~',_7' ,1922. f91"-- J 7n-)~-=k!-"'A"'" / Notary of PUblic in and for the State of Washington,. resid~ at ~~"'::ZO ,u.";Jl //J I -if" /e<.. ""-->. ~.rs _ , ! , ; 164 - .-.---..... ---.- ._~_..._~ ~DENDUM NO. 1 rR03ECT NO. CR0587 ~ELAIfD CREEK BRIDGE REPLACEMENT August 3, 1987 Notice: The following, is revised: SPECIAL PROVISIONS: The, last paragraph of DATE OF OPENING BIDS, on page 59. in the special provis1ons, 1s revised to read: The bid opening date tor th1s project shall be Monday. August 17. 1987. The b1ds w111 be publicly opened and read after 10:30 a... on this date. construction Eng1neer Addendum No.1 received and acknowledged (submit w1~h b1d). !fame of F1rm: -11 ~ YY)(!.~.A-ot7'H-' """'" 0' ...ho."" o"....~ ~~ , Title: ~ ...- 1IIlI'I'!""'k^ CONTRACT JEFFERSON COUNTY, WASHINGTON .~ Iji;; . THIS AGREEMENT, made and entered into this 27th day of Au st . .. 19 87, between the COUNTY OF JEFFERSON, acting through the Jefferson !ounty COlTll1i s- sioners and the Director of Public Works under..and by virtue of Title 36, RCW, as amended and W. C. Mc)(asson , Inc. of . Shelton, WA hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and .agree as follows: I. The Contractor agrees to furnish all materials and do certain work, to-wit: That the said Contractor herein will undertake and complete the following described work: Improving Rice's Lake Road, County Road No. 344009, by replacing existing wood bridge with a concrete bridge and approaches. in accordance with and as described in t~e attached plans and specifications and the Standard Specifications of the Washington Department of Transportation, which are by this reference incorporated herein and made a part hereof, and shall perform any al- terations in or additions to the work provided under this contract and every part thereof. , The Contractor shall provide and be at the 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 the work provided for in this contact and every part thereof, except such as are mentioned in the specifications to be furnished by the County of Jefferson. II. The County of Jefferson 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 attached plans and specifications and the tennsand conditions herein contained, and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. The County further agrees to employ the Contractor to perform any alterations in or additions to the work provided for in this contract that may be orde.red and to pay for the same under the terms of thisc~ntract and the attached plans an~ specifications, III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the cove- nants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall attach to the County by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF. the Contractor has executed this instrument on the day and year first below written. and the Board of County Commissioners has caused this in- strument to be executed by and in the name of said County of Jefferson the day and year first above written. Executed by the Contractor August 27 W.C. McCasson, Inc. Contractor -n/I'., '/?1 t:. .I:f[,~ ll.Y"'""" /,., ./ .19~ Foregoing Contract Approved and Ratified Auaust 27 ,lg...!U- FAIRMJNT INSURANCE W1PANY Surety ~ ~~. ,- Attorney-, n- ac atti D. Sutton Attorney-m-Fact COUNTY OF JEFFERSON BOARD/9F C ISS ~f a rma SEAL - . '. , " .: ~ .~ : . : ~. . . " . , , ~ . , . . (~ ~ KNOW ALL MEN BY CONTRACT BOND JEFFERSON COUNTY. WASHINGTON Bond No. FB 19714 THESE PRESENTS: That 'W.C. McKaSRon Tn~ , of; Shelton, WA , as Principal, and FAIRMJNT INSURANCE CCMPANY , as Surety, are jo1nt1.)' and uverally herd and bound unto the COUNTY OF JEFFERSON, the penll sum of Eighty-six ThOUsand Seven Hundred SeventV-~our'and 90/100___________ ___ _ ---------------------- Dollars ($86.774.90 ), for the payment of which we Jointly and severally bfnd ourselves, Durh.frs, .~.CutDrs, admin- istrators, Ind assigns, and suc~essors and assigns, firmly by these presents. 27th The condition of this bond is such thlt WHEREAS, on the day of August , A.D., 19~, the said w. C. M::Kasson, Inc. PrinCipal herein, executed a certain contract with the County of Jefferson, by the terms, conditions and provlslons of which contract the said W.C MeR"RROn Tn~ , Principal hereln, agrees to furn~sh 111 materlals Ind do certain work, to-wlt: That the said PrinCipal herein will undertake and complete the following described work: lro rovin Rice "s Lake Road Count Road No. 344009 b re lacing eXisting- wood brfdp'p with R.('"nn,.,...p.t'P. h,..irif.J'p Rnri ~nn,..n'!;:l,.hp.~ in Jefferson County, Washington, between StAtion 14+50 'and .Station ~9+QO , as per maps, plans and specificatlons made I part of said contract. which contract as so executed, is hereunto Ittlched, and is now referred to and by thls reference is incorpOrated herefn and made a part hereof as fu.lly for all purposes as if here set forth at length. NOW, THEREFORE. if the Prlnclpal hereln shall falthfullY Ind truly observe and comply with the terms, conditions Ind provisions of said contract in all respects Ind shall well and truly Ind fully do and perform all matters and things by the said PrincipII undertaken to be performed under Slid contract, upon the terms proposed therein, and .within the time prescrlbed therein, and untfl the same is accepted, and shall pay 111 laborers, mechanics, SUbcontractors and materialmen. and all persons who shall supply such contractor or subcontractor with proviSions and Supplles for the carryfng on of Such work, Ind shill fn all respects flithfully perform said contract IccOrding to law, then this obllga~1on to be VOid, otherwise to re.ain fn full force and .ffect. WITNESS our hands this 27th day of August , Ig~. I FAIl1M:JNT INSURl\NCE CCMPANY ~URnY COKPAHY B~~r=_, B,y: Patti D. Sutton AttorneY-1 n-Flct ~.C MqRassnn Inc. PRINCIPJh. B,y: "W't.- ~iZ-I3~ Address of locll office and a~ent of Juret,y COllplny :~TRun MIDDLE'ION INSURANCE I3ROI<ERS, P. O. Box 11205, Tacnma, WA 98411 .- THIS IS TO CERTIFY THAT POUCIES OF INSURANce LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICA TED. 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 TERUS, EXCLUSIONS, AND CONDI- TIONS OF SUCH POUCIES. 8-~ TYPE OF INSURANCE ~ENERAl UABIUTY A ~ COMPREHENSIVE FOAM ~ PREMISES/OPfRAnONS ~ ~~C=Ur~lAPSE HAZARD 4 PROOUCTSICOMPlETED OPERATIONS ~ CONTRACTUAl 4 INOEPENDENT CONTRACTORS ~ BROAD FORM PROPERTY DAMAGE ~ P€RSONAlINJURY X "i-n" r.:~" 2UTOM08ILE UABIUTY A X Al<Y AUTO :X All OWNED AUTOS ("'IV. PASS) ~ All OWNED AUTOS (~h\\\,Rp~N) X HIREO AUTOS ~ NON-Q'NNED AUTOS ~ GARAGE LIABILITY - qcor ., PRODUCER BRATRUD MIDDLEION INSURANCE BROKERS P. O. Box 11205 Tacoma, WA 98411 Ie k ~, INSURED W. C. McKASSON, INC. P. O. Box 57 Shelton, WA 98584 t .~W. !. (MMfOOlYY) 8-27-87 DE THIS CERTIFICATE IS ISSUED AS A PatA TTER OF INFOAMA TION ONLY AND CONFERS NO RIGHTS UPON THE CERnFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Al. TER THE COVERAGE AFFORDED BY THE POUCIES BELOW, COMPANIES AFFORDING COVERAGE ~~~NY A AETNA CASUALTY AND SURETY CXMPANY f~#~~NY B fm~~NY C 3?#~~NY D ~-:4~~NY E .- I , .' I ~ POLICY NUMBER POLICY EffEClM P'OI..lC'l'[XPIAATION LIABILITY l.IMITS IN THOUSANDS DATE IMM/OOIYY) DAlE (MMIOOIYYI '.'" I occu~'R~~E AGGAEGA TE BODILY l 81 co 115176 CCA 1-12-87 1-12-88 INJURY $ $ PRQPEAN DAMAGE $ $ EXCESS L1ABIUTY A xCi UMBRElLA FORM 81 XS 507577 \'K;A 1-12-87 1-12-B8 -'I OTHER THAl< UMBRElLA '!JAW" If' 1"1\SO:.&;:li~Jl,N'tXTlbif' "",' M>..t;;;: ~ AND W1\SHINGTON STATE FUND E'!.~"'ERS"'uA~\i.Wv OTHER .' COlJN ' JEFr-E.''"(~:?.:;~~ OF!"I E. '_~Ir..IN\:."'''''''' DESCRI'P" ION OF OPERATIONS!LOCATtONSNEHICl.Es/SPEC1AL ITEMS AS RE'SPEX:TS: Irrproving Rice' s Lake Road, County Road #344009 81 FJ 646674 CCA f '& l l~' " l t >, .f 'k l JEFFERSON COUNTY Department of Public N:lrks P. O. Box 1220 Port Townsend, WA 98368 ,. ~ , '" '. . "'"~'. .' .. ',< '>, .' ..,.... .....,... '............' ....... :"'. .,-:' '. ..... .....,.... .' :":.:' .:....'.. ';,....... '.... . ," >:. ....... "". .... . ..... .: " . ... .... ..'" . . ":.:'. '.' . ..::...., :. .' ..'. ..... , .'. :',::..',- '. .:' . ..,.","'". .... "':. .: . '. :, '.,', ... .' ", '.. . . " . . . <" '.' .. .... : .:':. .:, .... ..: ..... .... '::..... ", <, '.' ..... '. ~ , ,. 1 , t I I ~ . 61" PO COMBINED $ I,OOO $ 2,000 1-12-87 PERSONAL INJURY $ 1,000 ..,,, """ $ jPEFlPEFrotoI .,lIlY """" $ lPER .IrDXlm) PROPEArY DAMAGE $ Bt" PO COMBINEO $ 1 000 Eil" f"O $ I,OOO $ 1,000 COMBINEO STATUTORY I... '1$ (EACH ACCIOEND 1$ (O/SEASE-POLlCY l1Mln '1$ (DISEASE-EACH EMPLOYEE) 1-12-88 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX~ PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE ~~~~U~I~~'~p~T~H~A~~S~N~~~~ :~~~~M~~:E~~~S~~~~~S~ UABlUTY AU~ED 1AEPRESEN IV~ ~ . . c' ; '" . . . , .'. ~. . . . ...." .. . .' .,. , ..... .'., .., . , :, ~. , . . :. ....~: . '......;..,.' '" ;.' ., . .:' . . < . ;,,< .... "'," , , .,'. ' r :. , '..:'.: '." :':": . . .' '. ....... '.: ,. .,.. ' ',' . ... ........ .:" . .....,... '," ," . .' . .' : , . . .' . . . 1< FAIRMONT INSURANCE COMPANY Burbank. Callrornla ,. POWER OF ATTORNEY K:o.;O\\' ALL MEN BV THESE PRESENTS: That FAIRMONT INSURANCE COMPANY, a California Corporation, does hereby make, constitute and appoint JEFF BRATRUD; RICHARD. GUTTORMSEN; WM. C. RISTINE; RANDOLPH J. CARR; MICHAEU R. HIGHSMITH; JACK P. SUTTON; STEPHEN FELTUS; ROBERT M. PIERCE; PATTI D. SUTTON. VERNON H. GARNER; All of the City of Tacoma, the State of Washington as its true lawful Auornc)'(s).in-Fact. with full power ~nd authonty. for and on behalf of the Company as surety,. toex.ecute and deliver and affi" the seal of the Company thereto, if a seal is required. bonds. undcnakings. recognizances. consents of SU~IY or other wriuen obJigadon.s in the nature there(. as (ollows: Any and all bonds, undertakings, recognizances, consents of surety or other written obligations in the nature thereof, and to bind FAIRMONT INSURANCE COMPANY thereby, and all of the acts of said Allomey(s)-in-Fact, pursuant to these. presents, are hereby ratified and confirmed.,\. ." This appointment is made under and by authority of the.fonowing Bylaws of the Company, which Bylaws are now in full force and effect: '.;'-1" ARTIClE IV. s.ctlon 13. ATTORNEYS-IN.FACTAND ACoN'T5. Th~ ch..b-m&;,oI.heboonl. the prnldent. the vice prnidtnt. the chief IJn.~ oU~er. or tnt secreE~ 01 the corpor..hon m.ay .ppoir!l.U~in.IKt 01' .genb with power :~~ ~~~~:e~~Y~:J ~t~i~~eOf~~~t~~~ ~:~~f:~I~hJ:~~~O~d~~O~Z'J:i~~~.O~~~~~:' ~h:~~&I:~: ~~~e~~~~e~h~b~::~~in~n ~~~h~~lt~~i~~~f hi~ :~h;~ H.~,~fi~~~~, ~~r,,~~~. lIny;such lItto~ey.~.~, or lIgent ARTIClE IV. 5fl:tion 14. AUTHORITY TO BIND. A"ybo~d. undertaking. l'Kognizllnce. con~nt of suretY ~ Written =~d:':h"e ~r;~id~~:.u;het~f::::r:~i~~: ~h~'~hi~rfi~~:;~f :rtk~r.t~~ ~h:~i~';y ~~~h:~~~~~~lI~~ttO:st~ ~h~;:dl~~ ~x~:~~s :~u~tJ:Y J~e ~r~"r~~r~sJ~s~~n: ~t:~h~~:dllll~o~~~.1~~..:n:~\::::~~a= within the limits of the lIuthority gr.nted by hiS Dr her paWn' of .tlomey::', "". "'~~_,; This power of attorney is signed and sealed by facsimile under and by the aU~h~rity of t~e following Resolu- tion adopted by the Board of Directors of FAIRMONT INSURANCE COMPANY at a meeting duly called and held on the 4rd day of October, 1983: .c. "" " RESOl~D thai thl!' signllturl!' of .ny officer .uthorized bv the Syl.l.ws. lInd the ~lIl of'the coipor.tion. D'\lIV'bI!' affixed by '.csimde to .ny power of .t1orney or special power of lIUorney or certification of either given for the aecution of .In)' bond. undeMAkmt recogniunce consent of surelY or olher written obl~glltion in the n.ture Ihereof; such sign.ture ::~ cl~kewc~~;o~.~~n.' t~~gV~I~:;{~~d~f!Jf~8b~~~ ~h~~;r~~~ti~~h:i~hfh~~~;(~~Cr; :~~~1?~'~~e:-h.a:u~h~~~.i; .ffl..ed. IN WITNESS WHEREOF, FAIRMONT INSURANCE COMPANY has caused these presents to be signed by its proper officer and its corporate seal to be hereunto affixed this 2 2nd d~ of March of 1985 ".'",...."." v>'" ~\lRAN ..~ l' ~ ......... C'~..... ~~ .....~~...... (",'<t t.=I...... -1.'l\ O~ 0.,,- ""'~~ i~t A~:7;O JiJ \. 0.-'-.. .-,l -.:j ~...... .0............. ..~. .~"~~~.~I\r.I;""" FAIRMONT INSURANCE COMPANY By r"""d '.. us" . .. St.t~ of C.lifornl. } . SI. County of Los Ang~I~. Henry F. I~right personaUy known to m~. was by me duly swor,\, and did depose and say: that he/she resides in the State of California; that he/she is the duly ~Iected V1ce preS1dent of FAIRMONT INSURANCE COMPANY, the corporation described in and which executed the above instru. ment; that he/she knows th~ seal of said corporation; that the seal affixed to said instrument is such cor. porate seal; that it was so alfixed by authority of his/her office under the Bylaws of said corporation, and that he/she signed his/her name thereto by like authority. Subscribed ..nd sworn to me this 22nd <lay of March , 19B5 . OfFICIAL SUI" HARRIET lAM8ELl .' - NOT....." PUOLlC_CAI.IfOIUUA . PIl:It'fC'I'AL orrlC[ IN , IDS ANGELES COUNTY Ny CoI1lll\I1SoOn ExPIres Apt 27, 1981 d'+A-J;'r .~A,,;.1.# Notary Public in and for said County and State. CERTIFICATION I, Tn1de A. Tsu;i.rroto the Assistant Secretary of FAIRMONT INSURANCE COMPANY, certify that the foregoing power of attorney and Ihe above quoted Sections 13. and 14. of Article IV of the Bylaws have not been abridged or revoked and are now in full forc~ and effect. Signed and Sealed al Burbank. California, Ihis 27th day of August .1987 . ~u~, n~~~~.-....~~ -, ~/~t)"~~\~\ 2!' ,2:. 1",,1 APR. 10 J'''oi! . '"'\ 1$10 ~l '\ ... ". ""y' , A;l............. .. ...... CAL\f. ~".......,,'" ~d::{y~ I ~ L ~ Btw r,:~ \t;J; C/10587 CCIt,t.c.$ . ~ ill Washington State Department of Transportation Transportation Building KF.01 Olympia, Washington 98504-5201 (206) 753.6005 O"ane Berent.on Secretary 01 TransportatIon February 3, 1989 RECEIVED Mr. Gary Rowe Public Works Director 1820 Jefferson st. Port Townsend, WA 98368 FEB 6 1989 JEFFERSON COUNTY PUBLIC WORKS DEPT Jefferson county Leland Creek Bridge BROS-2016(005) Dear Mr. Rowe: Attached for your information and file is a copy of supplement No. 5 to city/county Agreement LA-0429 for the subject project between the State and your local agency. This supplement increases your PE funds to a total of $20,250 ($16,200 federal share) and increases your construction funds to a total of $105,050 ($84,040 federal share). Sincerely, --c-- C2/~f?~ TOM PLAKINGER t7 Fund Allocation Engineer state Aid organization TP:kas LCR: 11 Attachment cc: Bob Holcomb, Dist. 3 RECEIVED FEB 6 1989 JEFFERSON COUNTY PUBLIC WORKS OEPT - - -- a Q JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O. 80x 1220 Port Townsend, WA 98368 (206) 385.9160 Gary A. Rowe, P.E., Director RObert G. Nesbitt, P.E., County Engineer September 8, 1988 Barbara Hoffman Internal Revenue Service 921 Lakeridge Dr., S.W. Room 100 Olympia, WA 98502 Re: Don MakoViney - Operator, Mckasson Inc. CRO 587 Leland Cr. Bridge Replacement Dear Barbara, Enclosed are copies of the Certified Payroll, Intent To Pay Prevailing Wages, and Employee Interview Report; pertaining to Don MakoViney who worked for McKasson. Inc. on Jefferson County's Leland Creek Bridge Replacement Project _ CRO 587 during 1987- 1988. The contractor completed the project on June 16, 1988. Please contact me if you h~ve further questions. ~rJJ' t Al sca~ Inspector Jefferson County Department of Public Works 1820 Jefferson St. Port Townsend, WA 98368 C eO 5'6'1 100% RecYCled Paper -4 ./ J -,,-,,1-, y." ", ,:h~'J :.;'i~~~ ; r ,\~,,- . Q , JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P,O, 80x 1220 Port Townsend. WA 98368 (206) 385-9160 /\ Gary A. Rowe, P.E., Director Robert G. Nesbitt, P.E., county fngineer / i / / Decemoer 6. 1900 Mr. Ron Landon City/County Liaison Engineer 'District 3 State Aid P.O. Box ':132" Olympia. WA 98504-9327 Re: Leland Creek Bridge Replacement, CR0587. Fed. Aid No. BROS 201b(5), Agreement No. LA-0429. Supp. No.5 & Final Billing Dear Ron: Submitted herewith for the above referenced project are Supplement Number 5 to the City/County Agreement requesting an increase in P.E. and construction funds, and the final billing. The increase in p.E. is due to additional design time required for the foundation re-design after the contract was awarded. The increase in the construction phase of this project is attributable to an increase in agency staff time for C.E. due to the shut down of the project over the winter and the ineptitude of the contractor in performing the required documentation that was closelY monitored to insure compliance with FH~A requirements. and the actual construction costs. If you have any ~uestions. do not hesitate to contact me. ~SinCereIY' ~ Bruc aurie construction Engineer Enc lose. xc: CR05S7 corres. P~A 02 100% Recvcled Paper - - u w.e. McKesson 877-5458 ;'W.R. McAferty 491-8844 I ,/ OFFICE PHONE 877.5458 AREA CODE 106 W. C. Me KASSON INCt.:)APCRATEC q}e.ne.wt Cont'a~to~ BT,AR ROUTE, pox 17 LIL.L.IWAUP, WASHINGTON 9B555 July 25, 1988 Jefferson CO~ Dept of Public Works POBox 1220 Port Townsend, WA 98368 Gentlemen: We are requesting additional mobilization due to the redesign of the Leland Creek Bridge in the amount of $4,000. Also as we encountered rock we feel we should have additional monies for excavation and that a fair price would be, instead of $14. per cubic yard,we feel an additional $14. per yard making a total of $28. per cubic yeard. Yours truly, 7're- ??1 c- rr- president' . . .. . Wm. C. McKasson, Inc. RECEIVED JUL 2 G 1988 JEFFERSON COUNTY ENGINEERS OFFICE JEFFER~N COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O. Box 1220 Port Townsend. WA 98368 (206) 385.9160 Gary A. Rowe. P.E., Director Robert G. Nesbin. P.E.. County Engineer March 9, 1988 Hdqtr. Materials Lab 1655 So. Second AVe. Tumwater, Wa. 98504 Re: Leland Creek Bridge Replacement. C.R.0.587, Federal Aid No. B.R.O.S. 2016(5), Cont. No. SAI025 Dear Sir: Jefferson County Department Of Public Works is submitting the Request ~or Approval of Material Sources to yoU for the !"r3-cA-tJ(; Had-loclc-Intersec~ion_ Project for your approval. Please indicate CflB~the action to be taken and return to: Jefferson County Department of Public Works P.O. Box 1220 Port Townsend, Wa. 98368 If you have any questions please do not hesitate to contact me at (206)-385-9168. Sincerely. ~~~ Construction Engineer enc: :ltc: Request for Approv~of Material Sources CR0587. corres............. PWA 02 100% Recycled Paper - Cl2LJ - ::>? 7 C!i JEFFERS'()N COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O. 60x 1220 Port Townsend, WA 98368 (206) 385.9160 A\l (,.()"{'(t':l WJ\" \.... Gal)' A. Ro'Ne, P.E., Director Robert G. Nesbitt, P.E., County Engineer February 8, 1988 W.C. McKasson P.O. Box 57 Shelton, WA 98584 Re: CRO 587 - BROS 2016(5) Leland Creek Bridge Replacement Gentlemen: As a result of the review of CRO 587, conducted on February 8, 1988, by the Jefferson County Public Works Department, it is our determination that you are not in compliance with your equal opportunity requirements and that good faith efforts have not been made to meet your equal opportunity requirements in the following areas: Women Minority 6.9% 6.1% Your failure to take the contractually required affirmative action has contributed to the unacceptable level of minority and/or female employment in your operations. The Federal Highway Administration Title 23 United States Code (USC) 140 is applicable to your federal and/or federal-aid highway construction contract and is controlling in this matter (see Required Contract Provisions, Form PR 1273, Clause II). The Code of Federal Regulations (CFR), Title 23, 230 provides that when equal opportunity deficiencies exist, it is necessary that you make a commitment in writing to correct such deficiencies before you may be found in compliance. The commitment must include the specific action which you propose to take to correct each deficiency and the date of completion of such action. The time period allotted shall be no longer than the minimum period necessary to effect the necessary correction. In accordance with instructions issued by the Federal Highway Administration, your written commitment must also provide for the submission. of monthly progress reports which shall include a head count of minority and female representation at each level of each trade 100% Recycled Papar and a list of minority employees. You are specifically advised that making the commitment discussed above will not preclude a further determination of noncompliance upon a finding that the commitment is not sufficient to achieve compliance. We will hold a compliance conference at. the 3efferson County Department of Public Works office, Courthouse, Port Townsend, WA on March 21, 1988 at 10:00 a.m. for you to submit and discuss your written commitment. If your written commitment is acceptable, and if the commitment is sufficient to achieve compliance, you will be found in compliance during the effective implementation of that commitment. You are cautioned, however, that our determination is subject to review by the Federal Highway Administration and the Washington State Department of Transportation and may be disapproved if your written commitment is not considered sufficient to achieve compliance. If you indicate either directly or by inaction that you do not wish to participate in the scheduled conference and do not otherwise show cause within 30 days of receipt of this notice why enforcement proceedings should not be instituted, this agency will commence enforcement proceedings under Title 23, CFR 230. If your written commitment ~s accepted and is subsequently found that you have failed to comply with its provisions, you will be advised of this determination and formal sanction proceedings will be instituted immediately. In the event formal sanction proceedings are instituted and the final determination is that a violation of, your equal opportunity contract requirements has taken place, any federal and/or federal-aid highway construction contracts or sub-contracts which you hold may be cancelled, terminated or suspended and you may be debarred from further such contracts or subcontracts. Such other sanctions as are authorized by the Department of Transportation may also be imposed. We encourage you to take whatever action is necessary to resolve this matter and are anxious to assist you in aChieving compliance. Any questions concerning this notice should be addressed to Al Scalf, Contract Compliance Officer, P.O. Box 1220, Port Townsend, WA 9836B, (206) 385-9160. Very truly yours, k~ Construction Engineer xc: Ron Landon State Aid PWA 02 , CRO 587V r::> ceo t>"8"7 WASHINGTON STATE HIGHWAY COMMISSION Department of Highways Office of Project Eng ineer ORDER TO SUSPEND WORK Controcl No.CR0587 F.A. No.B.R.0.S.2016(5) H ighwoy No. 344009 Section Leland Creek Bridge and Approaches Dote December 14, 1987 TO:W,C. McKasson, 'Inc. P.O. Box 57 Shelton. WA 98584 Dear Sir: You are ordered to suspend work operations on (date) December 14, 1987 on the items of work and for the reosons as stated below: 'j.' ~ l The entire project 1s suspended, due to inclement weather conditions, untill.further notice. This order is in accordance with Section 1-08.6 of the Standard Specifications. Very truly yours, Contrador . Whit. Headquarter. Construction.. B lu. Dlltricf Englne.r. Gre.n Project Engln..r . Pink ~~.~s- Project Englne.r HWY,,~Q::.~2Ji~~~ w.e. MeKalton 8n.~58 W.R. MeAlony ~91-ss.~ ~ G h<E 0..0. !:t737 OFFICE PHONE!71.~58 AREA CODE 2QI w. C. Me KASSON !NCl,)RP-ORAT&D gz.ne.'tat {!onltado~ .T....R ROUTE. BOX 17 LIL-~IWAUP. WASHINCJTON ge555 December 10, 1987 Jefferson County Dept. of Public Works POBox 1220 Port Townsend, WA 98368 We hereby request a 10 day extension on our contract CrOSS?, Leland Creek Bridge Replacement, due to guard rail and posts availability. Thank you for your cooperation in this. Very truly yours, #~~~ w C. MCKASS~~NC ~ t~ORTHVJ~S;;tERN TERRlTOIllES, INC. c;(l.oS8, {.o~G.r:.~.~.. / .~;;.::~~.'\ ,<:~~.... t-,.i~ ;.$"~ '" ,.r;Jj . I ':Z, NT' C..'I"'W~"'~' Engmeers . Land Surveyors. Plann6ls Construction Coordination. Materials Te~tma REC~8\lE~~fCJ November 5, 1987 I'! OV 0 1 1987 w. c. McKasson~ Inc. Post Office Box 57 Shelton, Washington 98584 J2r:~=E;:~.:.;:; ::/;'4 Ct,'~~Vf'J'TY ~.::0.;!.;~!:\!2t:i~~::"~ 0Fi-=~C2~ Subject: Construct1on Staking for Leland Creek Bridge Ueplacement on Rice Lake Road, County Road Project No. 587 ' , Dear Bill.: This tetter is to confirm tl1at on October 29, 1987, we round that tneelevat'lons of three slope stake reference points wh1.ch w~ Set wer~ incorrect at the following statLons: 16 + 50 Left: Elevation per stake = 155.9 Measured Elevation = 155.1 17 + 50 Right: Elevation per stake = 154.3 Measured elevation = 152.4 18 + 00 Right: Elevat10n per stake = 1B2.1 Measured ~levation = 180.0 Som~ other slope ~take R.P.'s were checked but no other mistakes w~re found. The mlstav...~s at 17 of 50 dnd 18 + 00 Wl.'re app.lrently found priot.' to S ptelnher 15,1987 by Jeffer~011 Cl)Unty's Project Inspector, Tom i1orel1o and the contractor.s grade ch~cker, who set tlleir own :takes from which to work. Don Hakovlley told ml! that the staking mi::.takes.had not c:i.used any llarm l)~cause ~hcy had been fuund ea~ly in cOllstruction (tlIL~ Is confirm~d by lny measur~menls October 29, 1987 in which [ f.)tJnd little or no over-excavati.on or extra wIdening ne.lr 17 + 50 to 1M + SO Lo the ri.gllt of centerline). I rI~I..ed Don last week and willi by this letter, request )'OU all., .Jeff~rsOll County Engineering to please i.nfor.m me ~~~..~~!:..l if you SllSpu~t any otller mistnkes in our staking. Our toll free office number is 1-800-654-5545 and my home telephone is 457-0850. /17 SOUTH PEABODY. PORT ANGELES, WA 98362 (206) 452-8491 1-8()().6S4-5545 . . '. I' '. _ . :: - .' '-'1,:,' _ - ,",' ,~: .' 0) rd.;~ q 'I~. c. McKasson, Inc. ~ovember 5, 1987 Page 2 of 2 pages Our slope staking procedures and note keeping methods are being changed to assure tllat mistakes such as these do not happen In the future. If you llave any questions, please feel free to call at any time. Sincerely, ~LA~K ASS~~IAI~SJ A Division of NORTHWESTERN TERRITORIES, INC. e....a..Q J ;;/, /7. Ronald L. Nesary, P~~ Principal Surveyor RLN/ph CC: Don Makoviney Bruce Laurie, Jefferson Cou~ty Engineering fe: LelndCr.El.Ltr Dise 109 - {::J C/ZdSB7 .,(.;:'~~/.!~:s' ., WASHINGTON STATE HIGHWAY COMMISSION Department of Highways Office of Project Engineer ORDER TO RESUME WORK Controcl No. ~ F. A. No. .se05 ZOI(,{:S) Highwoy No. ?44()~ Section LE'L4-V.n aeJ!'4.I::: 8.euJf.e Dote /0 /2 VA:> TO: v.I. l!. 11~/(~-SoN. lNG, 'P.o. "BOx 57 5l-iEL-rokJ tJ~. 9&58-1- Dear Sir: You arc ordered to resume work operations on (dote) on t e following items of work ood for the reosons as stated below, on which work was suspended (date) /0 AL.? /rEMS" C';(TJe.e-e ,c/4E' PAII.It:;,L.12 "...I1I&l;S 8.e.€~ .R,IS~(jVIE: (;} /S V WASH ING ro,v smite pe",4~rUEW'" tJP NA7'('/..:J'- '~~~ Number of working days in this suspension period Number of unworkable days and suspension previously reported Totol authorized suspensions and unworkable days to dote (To be reflected on the next weekly statement of working days) This order is. in accordance with Section 1..08.6 of the Standard Spetcifications. Very truly yours, 4-- -0- 4- Contracrar . Whit. H.adquart.r. Construction. Blu. o I.trlct E ng In..r . Gr..,.. Proj.ct Engln..r .. Pink ~~ aOA.Jt>rltJ.t noA,) ,e".Jr;,If}~ IlWV ro... '21-001 ..n 'ftl:vlallDll73 (. " DEPARTMENT @ PUBLIC WORKS 1820 Jefferson Street PO, Box 1220 Port Townsend, WA 98368 (206) 385.3505 Gary A. Rowe, Director Robert G, Nesbitt. RE., County Engineer October 22, 1987 Mr. Wm. C. McKasson, Pres. W.C. McKasson, INC. P.O. Box 57 Shelton, WA 98584 Re: Bearing Pads, Approval of Source, Leland Creek Bridge Replacement, CR0587, Fed. Aid No. BROS 2016(5) Dear Bill: The Bearing Pads, Item No. 21, as you are aware, have not yet received an approval of source for this project. Preliminary samples have been submitted for testing to obtain the approval required, however, Use of the unapproved item by you means that you assume all costs for the removal and replacement, or any other remedial work involving the pads, if they do not test satisfactorily 'and do not receive approval tor use. If you have any questions, do hesitate to contact me. Sincerely, ~-~. Bruce La~ Construction Engineer xc: CR0587, cor res . ,/ PWA 02 100% Recycled Peper Q ~~'{,~c}; jl"~~ DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O, Box 1220 Port Townsend, WA 98368 (206) 385.3505 Gal}' A. Rowe. Director Robert G. Nesbitt. RE.. County Engineer October 22, 1987 Mr. Wm. C. McKasson, Pres. W.C. McKasson, INC. P.O. Box 57 Shelton, WA 985B4 Re: Extreme Forest Fire Restiction, Leland Creek Bridge Replacement, CR05B7, Fed. Aid No. BROS 2016(6) Dear Bill: As you are aware, the State Department of Natural Resources has declared an that an extreme forest fire danger exists and has closed all forest areas to all activities that are not for the express purpose of fire prevention or fire fighting. You are hereby notified of the provisions of section 1-07.3 of the Standard Specifications, Forest Protection, which states that the Contractor shall comply with all applicable laws and regulations for fire prevention, and that the Contractor is responsible for the strict observance of these laws and regulations. You are hereby notified that in accordance with this provision and other applicable provisions of Section 1-07, that you assume all liability in conjunction with any violation ot any applicable laws or regulations. 3efferson County will not charge contract time during the closure period. It you have any questions, do hesitate to contact me. SinCerelY~ ~ ~~~ Construction Engineer xc: CR0587, corres.~ PWA 02 100% Recycled Paper . ,",t " " ,..',.'~ ~ .'., ...' II ." . .'.:" ,.'. " . , .:. ' '>' . ,: "I ,: " '/, ' .,.', Controct No.~..s:azF.A. No. ,R'@-; 20/~ (5 ",'. , " ',,' : ",' Highway No. ':'- "'J:,/' '...' :1...,: ;,' Section LeLLJ.vO C.?/f4K eRlal!" , . ",' :1 :::" ., Dote --LL>./zz/~'7 " .'. ' , ".' '.,' '. , ,'.. " .:.. , ',,' > ", .'" ':' I, '. ' /0/:7 / /8"7 . ,".. ',," " , :', ' lJc.{ ~ '7'U IAI~,aTl-lE- "-',' . ,. ",' ',. '. '.: , "', /::=x/ItP-M ~ Flit .cCU/'JOI rlfJ,vS,~ '::' '.. .' "" ,': ,,;,,: .' '. " .'., . .' ..", , . ' '; , .,', '" .. ,:",," '., " :,; .. : . 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WASHINGTON STATE HIGHWAY COMMiSSION Deportment of Highways Office of Project Engineer ORDER TO SUSPEND WORK ,',: Dear Sir:'-" x~^u ~~~'~~der~d t~ su'spend' ~ork operotjon~ on (dote) on'the 'item'5'~of work and for the reasons as stated below: ~, . i:~~.~~';;: ,-':::/; ~~, ,.'.;"c ',' ;' ,:,: ....:; "" ''',' . '.' '. .. .. ;..' ' :' ',: '.' "...'. ". : , " " ",," '" " {c. ), I' t, I,;,: I~ I" ::;,~:;'"i ,T"h'(~'.o~d.e~"is,in accordance with S~ction 1~68.6 of the Standar'd Specification's. ..', "" , ',,,:' c':',,,,' ,":' ", " :,.' .i, ~a.t~' :WlHO ' ,~J\~\,' ~.:,: . B lu. ,'.... ,joct . !!:~on , , " ,,' .',., , , ,." ;""" :".'.'." ',", .: '"; ':'. "," ':,.. ' ',.,'," ' I '.', ',' ,,' ", "';" ,,' ! "",', .. '.' " "',, 1::.~"~'~M't ,:,::,',..:...... '. :,: . : .' ,',. ,,',.. . " I;' '. '",' I.~ ,,: ," ,,' '.'. ' ',.. ,'", " ' . I;i , ,', , ' r' ," ',' , ' ' ': ,', ""'L'" ..' " ' , ';: ,,' ."" ": ' ' '.: ,',..' Very truly yours, f ,,'. ! ~//~ i-4!~I':)<> c:C ~c~Engln..r ",.>"",,>',::', CJ'I)>sneucr,oIlJEtJ"/VcJ:::< . ; " I' ''-. i , , , .. , ., <'.,..,'. ;. :"'(' ' ,,' .. . " 'L2' .. , ,',,' I'., .:' ""!"";,~,,,,.;~ .,\ I t J " DEPARTME~QF PUBLIC WDR.KS 1820 Jefferson Street P.O. Box 1220 Port Townsend. WA 98368 (206) 385.3505 Gary A. Ro'Ne, Director Robert G, Nesbitt. RE.. County Engineer October 19, 1987 Hdqtr. Materials Lab 1655 So. Second Ave. Tumwater, Wa. 98504 Re: Leland Creek Bridge Replacement, CR0587, Contract No. SA 1025 Dear Sir: 3efferson County Department of Public Works is re-submitting the enclosed Request For Approval of Material Sources for the various items shown for the above referenced project for your approval. Please indicate the action to be taken and return to: 3efferson County Department of Public Works P.O. Box 1220 Port Townsend, Wa. 9836B If you have any questions please do not hesitate to contact me at (SCAN)-576-7064. Sincerely, ~~ Construction Engineer enc: Request for Approval of Material Sources cc: CR0587, corres. PWA02 100% Recycled Paper DEPARTME~~ PUBLIC WORKS 1820 Jefferson Street P.O. Box 1220 Port Townsend. WA 98368 (206) 385.3505 Gary A. ROlNe. Director Robert G, Nesbin, P.E,. County Enginee, October 19, 1987 Mr. Wm. C. McKasson, Pres. W.C. McKasson, INC. P.O. Box 57 Shelton, WA 9B584 Re: Contract Time Extension, Leland Creek Bridge Replacement, CR0587, Fed. Aid No. BROS 2016(5) Dear Bill: The contract time for the above referenced project is hereby extended 22 working days, based on the following: Original contract time......................30 working days Total additional time for above.............22 working days Time for fabricating forms, ordering extra reinforcing steel, tieing reinforcing steel, etc........10 working days Time for design and approval of spread footing foundation and reinforced concrete walls...............12 working days TOTAL Contract Time..........,..............52 Workina Davs If you have any questions, do hesitate to contact me. dcerelY~ . ~~ Construction Engineer for Robert G. Nesbitt,P.E. County Engineer xc: CR0587, .,.corres. PWA 02V 100% Recycled Paper .- o C/l.0.587 CO,Z-z. r.::$ G) DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O, Box 1220 Port Townsend, WA 98368 (206) 385-3505 Gary A Rowe. Director Robert G. Nesbitt, RE., County Engineer MEMORANDUM DATE: October 16, 1987 TO: Leland Creek Bridge Replacement, CR05B7 File Bruce Laurie, Construction Engineer ~ Transverse rod (bolt) for precast, prestressed concrete slabs FROM: SUB3ECT: The single transverse rod proposed by the Contractor, and approved for use by 3efferson County in lieu of the "double rods" as shown on the plans, cannot be heat treated as called for in the plans because of its length (20 feet). After discussions with W.S.D.O.T. Bridge Division, it was determined that tensile strength is the critical factor for this component of the structure. The tensile strength of the specified 7/8" nominal diameter rods of ASTM A449 steel is 23 kips. The tensile strength of a 1-1/2" nominal diameter rod of ASTM A36 steel, as proposed by the Contractor, has a tensile strength of 36 kips, and was approved for use. See table 1-B, "Threaded Fasteners", on page 4-3 of Part 4, "Connections", of the Manual of Steel Construction, Eighth Edition. 100% Recycled Paper IIWI""''''' - 0J ( ......il.;; ~ <,ff,~B~, 1/ ('OR.../Z.~'~ WM. C. McKASSON, INC. POBox 57 Shelton, Wa. 9B584 October 16, 1987 Mr. Bruce Laurie Department of Public Works Jefferson County POBox 1220 Por~ Townsend, WA 98368 Dear Sir: This letter is to request a thirty day extension on the Leland Creek Bridge Replacement, CROSS?, contract our company is working on. Due to the bridge redesign we will need an additional thirty days to complete the job. Thank you for your attention to this. Very truly yours, ~ r.= r [;;' ~ ":J./1 i;:;" ~.',:~ C'" ..j"~"",.,..~ fl ~;; F:'~~, ~? ~..~ Wm. C. McKasson, Pres. WM. C. McKASSON, INC. cn 19 1987 .('" :~Dl'l COtE', . ",:'"l:R5 OFi': -~ .- . , J~ p' , DEPARTMEN~r PUBLIC WORKS' 1820 Jefferson Street P.O. Box 1220 Port Townsend, WA 98368 (206) 3BS-3S05 Gary A Rowe. Diractor Robert G, Ne.bin. RE.. County Engineer October 14, 19B7 Hdqtr. Materials Lab 1655 So. Second Ave. Tumwater, Wa. 98504 Re: Leland Creek Bridge Replacement, CR0587. Contract No. SA 1025 Dear Sir: 3efferson County Department of Public Works is submitting the enclosed Request For Approval of Material Sources for the various items shown for the above referenced project for your approval. Pl~ase indicate the action to be taken and return to: 3efferson County Department of Public Works P.O. Box 1220 Port Townsend, Wa. 98368 If you have any questions please do not hesitate to contact me at {SCAN)-576-7064. Sincerely, ~&. Construction Engineer enc: cc: Request for Approyal of Material Sources CR0587, corres.-- PWA02 100% Recyclad Paper .- ('j A _ 8) DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.Q, Box 1220 Port Townsend, WA 98368 (206) 385.3505 Gary A. Rowe. Director Robert G, Nesbitt, P.E,. County Engineer October 6, 1987 Hdqtr. Materials Lab 1655 So. Second Ave. Tumwater, Wa. 98504 Re: Leland Creek Bridge Replacement, CR0587, Contract No. SA 1025 Dear Sir: 3efferson County Department of Public Works is submitting the enclosed Request For Approval of Material Sources for the various items shown for the above referenced project for your approval. Please indicate the action to be taken and return to: 3efferson County Department of Public Works P.O. Box 1220 Port Townsend, Wa. 9B368 If you have any questions please do not hesitate to contact me at (ScAN)-576-7064. Sincerely, ~~.L~ Construction Engineer enc: Request for Approval of Material Sources cc: CR0587, corres. PWA02 100% Recycled Paper