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HomeMy WebLinkAboutWTR2700590(1) N 30TH ST. UNDERCROSSING SR 405 W-590 PROJECT TAKEN INTO PLANT IN 1982 BEGINNING OF FILE FILE TITLE N Ury4GrCrpSSiy1C 9 4C H!NG SV ST' "' DEPARTMENT OF 7'RANSPOR7ATiON TON ('10 WAS 11.. 1 It November 7. 1980 Mr. Warren Gonnason Director of Public Wor:u 200 Mill Ave. South Renton, Washington 98055 City of Renton CS 1744 SR 405 N.E. 30th U'Xing Structur.: L-6233 Dear Mr. Gonnason: Attached for your information 1s a set of contract plans for th.: above-noted project. This project is currently under ad and bids will be opened oa November 26, 1980. Mr. Tom Brown. has been ansigned Project ;sneer on this high-ay improvement. Mr. Brown may be reached at telephone number 455-711_0 should there be further questions. Very truly yours, J.D. ZIRKLE, P.E. Distri Adm1ry`_a: ctuC F. r / MAGNUSON Governmental JHH:nc Enc. RECEFVLU NI)V MG cjumuc wwoows W 59b x DAVID A. ME MAT COMPANY per++e4 t'on((vc90u •.o.9ox aot *ZLL.CV E. W^*HtNOTON 99009 March 5, 1981 City of Renton 200 Mill Avenue South Renton, Washington 98055 Attention: Ron Olsen, Water DePartment Gentlemen, This is to introduce ourselves to you as the General Contractor who will be performing the N. E. 30th Street Undercrossing Structure Replacetrent at SR 405 for the execution of his c ntract*we will beeclosingr f N E r 30thh a thenlocation of the bridge to local traffic, with the exception of one lane for emergency we l traffic. in addition,i over the eoff oramps. The SR 405 closure will be and routing the traff e existing structure setting of the girders for the new stru�turing the demolition oh required when perform e LTo facilitate he necessary asphalt Paving, we also will be cloy„Lg the SR 405 on and off ramps at N. E. 30th for a Period of 10 days. ic dates or ae above At this time eiare currentlyto state workingson thfe projeccfand can identify two closures; however, immediate closures First,ramps from the hours of 9 L30SR 40 P.M 5 to1ll be 6:00 A 1M a v the during the week of March 23rd•kept for emergency traffic,11 bbegln in e closed to through h traffic over g in June. the bridge, e sit, a pject superintendent our field office is located ,L the briuesti ns pleasecontact the super- is harry Schiferl. If there are any 4 intendent at 271-9663 or myself at 747-7393. Sincerely yours, ., DAVID A. MOWAT COMPANY c ' J Tom Gaetz, Pro)~e Manager i, TG/1s '3 �a 1 A'IC- ---- -- 247 ------------- z � 44t j. �zx Ni , � � '�' �� t•7 t•Y is V` _ • .+ ♦ �i t• 1[yrerr+ ssww V + *A 1 s Avw lieu - #MVIBOdSNVHI 30 1N3 _ 31VIS N01`JN�V � QUON SV 03AAdAll �.J._ � iLl 413 '�21 rl 7'1Oa 3d�} -VnTiN�9 _ ♦slseM f i tamf sr.w•ad 'fYi -z. v ��,•( �aNr' 7 �� r i -izindIjl r yaa�ad fie' ,,.� ♦..ay •sue z�91� 1 "� r o � a � _, -� �_ rf Rt kr 'NOT G000 MICROFI[M C`;r, WASHINGTON STATE PARTMENT OF TRANSPORTATI NVMf1ER 1 pAft rpyN ppp atR ALNIfYf NI XUMa(N IHOAct NyWIN IAv[INUMN6N QGS._14..19b1 1976 169 TO: - -- City of Renton Make checks payable to: WASHINGTON STATE TREASURER DEPARTMENT OF TRANSPORTATION 200 Mill Ave. S. Mad tD P HTME T F TI 1 'PORTA"0N Renton, Wtsh. 98055 — {�nig�iway l�dm�n. �Ydg. -- — --_-- Olympia, Wash. 98504 --- DESCRIPTION �AI110liNT Progress Billing To reimourse the State of Washington, Department of Transportation, for construction costs incurred in connection with ! ederal Aid Project 1-405-3(598)160 N.E. 305h Undercrossing j Group 6 Payments to Contractor $21,122.45 Sales Tax .00 100'a City of Renton Obligation $21,122.45 Construction Engineering Estimated (12':) 2 534.69 Total City of Renton Obligation $23,'657.14 I i I n� tl� ; ! Detail substantiating the total costs will be ,wbmitted upon completion of the project. CHARTER 116, LAWS OF 1965 I CITY OF RENTON CERTIFICATI01t L TT N, NNo1AuaNlB as NCNleT c[anry UNOCR ♦I MALY O! f•I N,JN♦. TN,I lni "If NIIIS XIVI aEIN fll!lll/NI I1. tN! Ll M/I r'I!.I. :l.l rIN llll I.TNOII I' Ir1•III N,f1/A HI 4CMI/LII NI A[IIIAIIa TMAf. 1 llll I;fAp/ q A yIBT. OU. AND VNSIrp IlBlla ATION ABAfhSf fH[ f.ItY ]i BINYYN. AND TIIAI 1 11 AY TNO*,ZtO 10 AUf/1[MbCATF ANO SAID CLAIM. f Y/ Cf NT1A to SIGN I II 4 '1 �34,U 4A-,600) TOTAL AMOUNT DUE f♦ S„� ,y, .5•�', a� Otif IVNM f,]ASr Nevrw+,lwn AGENCY µ'I"~.1 a•r M ww•.N ♦••Vn ��I.Ir.MI M• 1 tro wr.• r• «NI i p+ns �.++ gry<r.♦n• .wlr. n rMVJf d !dt•rgt •n lk •f /Oa 1MrMJ All JtYNr /wtw y! A.P Katrr PNssrre Yar ILr•• wa[-Is N+Y arM 1j a .It ,f• to rJfc0 ,•SGo rasp SJ•0 r00 1•600 to♦" fat** Sr00 ,$a 11.04 1!•00 Woo r.LO �� • - • so atax 1. 00 r J00 !3)O /// • ,cc r*too zvj � r$1OO 7s10 j••�.4 rso V.ou 30.00 "Soo N♦O J•;! ^'ti ` :•� • too 1JJ00 31e00 :loop •ot0 So f•000 JJtOO ,H 00 ♦Ss0 t . ,00 tS?co 3u00 :IJOO rOc00 21000 JIIcf LJOO :*too too JOJGO .1sco 23100 „♦ ! co to JOOO. •1100 1J000 ricc ,cc Jitoo 45600 zI 10c '1.00 ,SO )Saco #*Soo )NOG Ntoc too Sol" S4,00 1/JGO 4*00 t { t rwp f("1 p♦ Lpt.rl"\• se 0- r•1 rta acJ— i,—._ ri:.[ aO+— .,-1"•fq' 10#17SN :•IRJ nfr. fee 11.r4+w t--IaO(w thO Or MIM ( .�'•J \•.J �, 1` �' tea.Uf Mlw 1 r!o`� , :"illr N•fafal. f .t -i• :�\..._ —.__/ � _ __ ^`rfly'L .r,Tr ly'y+.•[o ncaf r♦: .'urf w;.Y ♦ -1' sl.r Ar ll.. fe,fOlr t Y 2REMAr^1 VW! EXHIBIT 48" rJrAus r ac oaxs ra?i7_ se v=s l r+,c Fes A G R E E i.'1 E Pi T NO. Cr C, t?: 19 fir,' Orr 451 r-1 r Sty A05 C5 1744 N E 307 H UN 6CRCRcs���:G SHEET 2 OFI- T. R. SUR!C� J. D. ZIRKLE �OCATION Er%G MS i FACT Art♦ Txt; EpstS OF a4o�4i Rv.• .--yC!?:{a: BF�.: -� A,.L'_21i ii•l_ t. , , III yya`N T 1i'• Et STNs RER , EJ d. `'+ER; MATE i •Ev5 -w, TMREav 6No t o-. ] 8• �...e a5� .-NEIY �6"W►TE! .u.E 1 - CASTIhJ "TER-�? IERL OE 1 ���.. � -.ram. �. • h\.._ _ '.� h y�f 1 ; .� I� _ _ I��_ � Y '♦ �"��-gam_tM �_•:. EXCAVATION & BACKFILL twr t �STa w.. 1a-Wo � DETAIL �_ "` f �`•- I of I j' SHACKLE THRUST 8'_OCKIN PLAN VIEW /" 5C' Mom .M.•CRiTE TJ A"ow ,�✓ 4EaRIwE ]F fO:Ts 7��r1 ,� DOMESTIC WATER LINE INSTALLATIONAw `Yf.. 1 ra T.+E Eai+- CONCRETE THRUST BLOCKING aI ^ * STi- lUeEWkZ CaRag3 �- cor- SE c\ ti-h.-- •�\ —..v.:s�ti ti E tl+.\t. gEo,_EI (I7(l [� (] ACRI!EFilE \ 1 No. h li Ci.r R7 1! . SR 405 CS 17t l — NE 3CTN UhtbERckol S)sVNG t SCHEMA-IC PIPE PRCF:LE S1;_r7 1 0 T. R. EURI:�: .;. D. Ei KLE r � F S� V EXHIBIT "V' ESTIMAT�OST IUANTITY U';IT IT E!1 '1"lI7 -R;CE A"OU'iT 1 Est. Mobilization* _ Est. 16 inch waterline - lumpsum $ 1 ,419 00 5 1,419.00 20,270.00 20,270.00 Sub Total ;21,689.00 Sales Tax .3 5.3% _ 1,149.51 Sub Total '14,838.51 Engineering* 2 12; 2,740.62 Contingencies a 5% 1 141 93 10TAL PROJECT COST L26,721,06 ' r.ctual cost for 1obilization and En ineerriinq will be determined by a proration based upon the tot costs. 'ai cost o the Nor n thfs Agreement to the total contract -IA- G C V- l 9 „'a ';ncercrossirr - .•uaust 20, Ii PAYMENT The CITY agrees tc set aside funds for payment to the STATE 'or the work in an amount not less than the estimate of cost as shown on Fxhibit "A”, attached `,ereto and by this reference rode a part of this Agreement. �- The CIT'; agrees to reimburse the STATE for the actual cost of the work. Actual cost for mobilization and engineering will be determined by a proration based upon the total cost of the work in this Agreement to the total contract costs. Payment shall be made to the STATE upon completion of the work within 30 calendar days after the CITY has been billed by the STATE for the work. :LI LEGAL RELATIONS The CITY agrees to hold the STATE harmless from any and all costs, claims, ge7ands and obligations of whatsoever nature arising by reason of STATE ❑articipa- tion in or action for the CITY in connection with the work. The CITY further agrees to defend, at its own cost, all suits or actions of whatsoever nature brought against the CITY or the STATE arising from STATE participation in or performance of the work on behalf of the CITY. III :!ITNESS ',)HEREOF the parties hereto have executed t:is -•;reement as of the day and year first above written. CITY OF 4ENTON By: ;PPROVEO AS TO FORM Title: - ,y� � lgao By: ,ssisnant Qttorrey kiene-aI f STATE OF 'WASHINGTON DEPARTMENT OF TRANSPORTATION By: — ysir -2- C C �i" .19 .r THIS AGREE'IE11T, !.,aoe and entered into this Way of 1980, between the STATE OF 'WASHINGTON, Washington State Department of T�rtation, acting by and through the Secretary of the Department of transportation, by virtue cf RCW Chapter 47.12, hereinafter called the "STATE" and the CITY OF RENTON of 200 Mill Avenue South, Reht.n, Washington, hereinafter called the "CITY". WHEREAS the STATE is planning the construction or improvement of SR 4CS, 1.E. 30th Und'rcrossing, and in connection therewith, the CITY has requested the STATE to perform certain work as hereinafter described, and t�HEREAS, it is deemed so be in the best pudic interest for thf, STATE to 1n- cluce the necessary items of work, as requested by the CITY, "r, the STATE construc- sien contract proposed for the imorovemcnts of this section of State Highway, and WHEREAS, the CITY +; obligated for the cost .f the work cescribed herein. . 'OW THEREFORE, in consideration :J the terms, conditions, covenants and per- `ormances contained herein, o attached ind incorporated and made a part hereof, TS MUTUALLY AGREED AS iOLLSWS 9ENERAL %ederal-Aid Highway Program 'manual lolu.ne i , Chaoter 4, Section 4 (GPM 30-4), and amendments thereto determine and establish the definitions and applicable stan- dards for this Agreerent and payment hereunder, and said manual is incorporated ,:ereby and made a part of this Agreement for all intents and purposes as if fully set forth herein. The STATE, as agent acting for and on behalf of the CITY shalt perform the ollowing described work, all In accordance with any applicable specifications as poroved by the CITY and STATE which are included in the description of work. DESCRIPTION OF WORK "onnect two existing w;terilfies mi either :ide of the undercrossing with a ,.e:r 15 inch domestic >!Pterline. as sirown on Exhibit 'B", attached hereto and nc: thi i Agreement. 1 1 1 At Twn SUND If aN, SSA^ L 5T BLOCK;N t ' ': Lr'1 !v` eiVSUGI a �.,y ps -9ryryi4•: :WCrrpt. D 0 ESTI `A..` ER LlNi! �tiST LLATICN. Air yam .rE cw-. �__ _i'�'" ' ♦ -- _! ( CONCRETE THRUST BLOCKING IiXHICIT INctr �— PERMIT ' KE'NT 4445 t r ^i 1 .. •".�.I' .-�1;_I_,'„ 16" DUCTILE WATER LINE PIPE MP 6.51 N • A e!s•era. 1/».r....;-�r rr!--!r.r tr> :) +r.t- I !' W 1 cp 1.7t• ! aci;tstlitsi:Ts7-tY7:-Titt:Jitttt.�:r-_. h zpiM Z c o tell. '3i av> N2065 O" N1,�1/1� 711 hl;\\YIIAI,E Ln £ r . ,._ r•• illy k nl N >N1114 rwa 51U LPln A "B" IBIT 1 — i - -' ---" ---� RERIAIT KFNr 4 PAGE I 4 L{c ---- - .i i at ' I ____•__ J _�_. w O'49 'N ..:� � I .t O � � I , NE 1/A N41 I/A i OP . w�r'eR w � 1.�� Q� f 4�♦R <� r04.f ►v0P�. .;'Q.if• y _ 1. s., te V Zbof I _ I I , �— _-... ♦ r u N u Z 4 r �. I ; 1 1 ' ......._.. _.�....., !A .aft 9 . .. ♦ •. ._- .—ten. .f'.Z,•7j IS. The sno lid"I whllh"here dl,llubrd shall be sfail aced wkh"..had sorgem'tnp tour. 4 depth. or at dln,txl by Inc 1)Iftn,i A4mmlflutbr. the vurixa of tb< hmsnetl,nuu.- r ,hall No "Illy.,mflumuw,�nmp d.tl, of"no half Ili)m[h del loot ante"aN'r w,Y 4Netled by the JI.le, IeNp wN 4awa horn the edge o/pax:•. .�I Itli.e rue anY p+4 x,flonf Irx Ih'n Iwo(2)feel wide The'totaled shoulder nfulf no,havv gri ed,houldel yhalberlaud"" material similar to 916 All,klpev.sl original shoulder ape Al61 -f lop b, dbchrs,pipet,eIl J ,Bald by this npeutlon shell be"Ruled Io their arpnal.nn.n,,,on.nit anMlb,m.All open blithe, N,al br mxleU by ..lying Ugnf, vidbe by es, lighb And It "troy.( III$..,Mall be empl.ryed tw the purl'..of mote,tmg the Ir.sting Publk.xwWde npeulom shall be vpe,llNd hY me nnukt Admin4u,wl. X I' In the ,nn,l lucfioll and/or bxnlenance of Inn facility,the Ublay urd M l I—Pty with the" Abwl On Uniform T ullfc Conbal flerkn lot,Sbeeb And Prdr b,bnQ(V!lAinn Nigb wAY,".11 ion fed nHefxry by IX mWnlrnanfe npt"b SIfle lal q the Ubt11Y,hall Wbm1(♦"IMng And "I'll WAImI Plan In In,Stale'1",,owl' .1o.fvw.Pp1nal Ae. oM, w d IS' Nu rnwme"I"yonanct of th"lµihtY wdl he rIWwed OhM the limitW a[,m xu. 19. Roubbe mxnlenanu Ill MO.fulfill,wdl not be Prrmdted from th Iht,ouN.lnlik roadwaysW ramp,of SB w111 be by a,,fir" rd all vrrsi[e to this tµllify 20• Whole aPPlkable,holler)snail he plµed Ai eash right of .Ay IIn, (In all[rmsfngs,and plaud ev.ry live hurdled fur IyUU'1 fm bm(N'WmN Imps to include. ,pmpmy name, plpeline m cable idenfifi,Alan, telephone number for ¢onud,alit I' dis b-onf-e bum the 001 f to the bite e,fort. Marl an"hall no Placard so of to m{nimim inlrlfrfenr with mamtenan[e opruuuns.Mxisn shall AIW be pUud at All,havlga in*low dhlao,r b.. �r R/W I,r.m CenYnlne of hYnwAy. q 21. In Inc tvenl th'1 Constucllon and mainly nan,A,10 In,h%hway (.tidy within the prn.imily of the-I1111Y mNxleflr.n become)ne,yI during Ibe Wood Which the Utility will m•caPY A Purbon Of the light of way,It is eaprewy Unit enfood that,upon Ott."t iron,the SWe91<PrrxnlxWe,Ihr U,iIIIY 101 PfnmlNty Identify And In.ate by 1ul.Able bell n,a(lmp Any and All of Mae UW.V m:M fµif f"s Nn that the Sufe m its,pnuµlol un be Ip WN,'pprlaed at all(Imes no u,pmd.W[abon. q 22. TM1r Vf/Illy 51ia11 nobly the SWv'v reprrxn"In..'no wmpRllOn Ill the wad under Inn Pormn.r tlancnix it,that A Final In rir,ibm un be made aM 01111minedixrt, tarnish to the D,Nd„ Utilife,f ngineer A f.,Kd fan,hhe W permft plan of the final localion or"In,4110r,of it,pcNitin it the miXo4l Iran,hfve n,"0"1 Plan'nest been ItYlxd during it,~x.I Oo,,u,t n, O 2.1. Bond w..... rrouit,td W""Asn"prop."cum Phan[" with All gum,and lob Utliom of,xd dorm•(or Iranchhe will Fir lurntsheU by a Blank"SurxY Borg held at fieadduaners rn OIV hop.. 0 241. A Idi",bond m the amoum of$ washlntdon,shall be Pdmsbed In Ibe$axe, ,wrilNn by a sam1Y'nmpanY'ulhwLYd sod-bw.ne.in Me Steve of pfipr In the Nxl a1,Fin A's'"en,In'"Wit,umplun,r with Any Ind All Ill th-term,and l wrdbgnl u trio Pmm�or lunch!.,and anxl remxA in lulu foe a pukd evo"al vex sfie,G,,ai who Aft,., pktNm of,Omn4c,nx. f61 f11U111'pen W bury the Aeba il. by this franchm in Stone Clax,"A"And"B",As M,M,,un ab,hed Eahlbr," a the time u1 mpnl fe[pnVt,udipn of the line,(m!hall Wilton of I'm W he 1CwnlLu,led,nr Ilt,lpl In ezpoAI.R of this ftan[M.. •oilier 2"' The Utility'We"W bury I've 01111 IiM,narard by this haocher in Sum,Cleaxs"A line the Pole owner hWies its 401,1y. a",n defined nn At Wheal EahAyd" ",a 1n, ❑ 21, The utility epee.W burl,of rxo,xe aefWllY Ifir CAM MS oyerhee,lines in Scenk Cleats"Ax"and"ex",as solved on x,a,ho,Exblbd to A IA-AIbn .,,.PtaNe to Mr nepagmem Nth"It Ile Ilme Ill mybr teconllrucbon of the lone,I,Me portion u(line lu be f#,Mf uaW,Of—la In'ea0111i h,of In,fu xn nchife.Thr t.W" Al Imes may remain In the"piexnl ln"fion It u[ePl Able to the Drpa1(medl. ur © 2a. The UGiiry 'pen W be rmponNnit Im any cm,sl[u,tiun OobCMn[Ns'Ifx A"Wit of the"Idw'v mf4bxWo tor'Oenod of Iwo(2)van Lunn it,,,, ,wnMx W n, 7Y. 1ht UUWy.,If be trouped to maintain unc"o Ay"Aft"Jurng wndmal hnul,And iwn-wAy bath,At all one. Imwv. x 30. In lieu of a surety bond to ensure compliance with the terms and conditions of this permit the City of Renton agrees that the Stat, lay effect reimbursement of the amount necessary to restore the highway from the monthly fuel tax allotments which the City of Renton is normally entitled to receive from the Motor Vehicle Fund, and in accordance with RCW 47.08.090. x 31 . This permit is subject to the terms and conditions of Agreement No. GC €219. In case anything contained herein is inconsistent with said agreement, the agreement shall govern. Permit/e 'cmc4ite No KEN? 4445 SPECIAL PROVISIONS FOR PERMITS AND FRANCHISFS Applicable provisions are denoted by (X) q11 I. No work prnvnled Ine gernn(hall br perfnnned Anil,Is,, UnW, Mr. H. J. Semenock 7itIG District Utilities Engineer rr(eph„m N., 764-4237 Adiku, 7213 Perimeter Road South, Suite 201, Seattle. wA gt110E p( •. PIWr In on, ox Loom, III ,,q,rlluJ)sin a 11rayu1141.11.. Iont... is mall b, held d which Il'„and µall be potion, "It, apd U,r III IIIIY ble ry yp e tnelnkrr, n, , Is, imiwawr . y. f. bh.ud the Uphty dwox to perform thu wmk nulbmd herein will'other IMn'itnon force,,a remeunrebw or the Utility .I•a/11.p"" lima,while µe umw,ue lion n m pppn>unkx oµerwitr.,lard to by Ine UI" m A all r111 Admoriollor,All aoin,,t bee I)tr1Ay'1 conbA<,nl put be throw. •. repro"nWive o1 the Utility- Where lost I)tllfly cU uxt to perfom the wor weon the Slde and she k wdh dr own Ion et,it may dnl ere is, Appurm one of d,empbytp en,apd l,, Ine.onw.oab.m U it,oegoexn UlWe, f"bee Io,o s pl, .,In this mr lllon Ihall be gnwod,Iw...4rhfma �p1I any further wmk it, be 1,Ilbly wllhm the sigh,of way,only,,aW.....emery,h me,. . Ml e, A Copy or the Worse ee 01014111x must he on the lob Ift,.and nro,et"d from the element g1 xld permit or Irmouft.,min the Sure's ngh,of way. 1,AI all,Imo during my nl the umWutLun mfhm lved by yw 5. The Utility arees 1.xhedule the wmk hotels,refuted wand perform eel wmk In wan A manna as nos to&toy,he 5U1['s .u,,fiw In the yes. pg lormame o/hit Wnlust. yw 6. The Utility Wept this when pbun{IN ter#itr within any Vmllnnl W the rnadhed,µe,.coal',hall rye Wck/NI (6) imhe,in box llbcknei,aaepl mat Ihr lawohof µe fop two Gd m bmI oh,p layer)not to out Jaye,of the enure na,khIl Ib AI re u+mpa.1W I.Mel bx flan.y(�rwn,lnl Inermalelmum[µdi and rxoe[tl lour(1)inciter In..ryr,Ni,kw moitture Content of the backflll matend at the lime of enm dpAelty aede,eemobid by compactkm cunbol I,Ay rose I� pS,I,M,hail. •as tp"llLed by µ'Slat*.In m,tax Coif,"rate xa0mp'be alwwfd. W J. Work µall br reprteted 10 the how,b"rr•A 9:00 A.M.and SalwdAv,.Sundays w flolel unit-mhel Wix Aulhmlred by the Lor rict Adn"inObuw. P.M,And my wmk µAli ke dlowyd mr iht rithl ill way tl. In Iha even,any miMpmU'old"of way mtfker.Note,IN going'A is Irrued wellµ the" rpl be uarpl the hind,M'hit tourists and-in he dlfturbed d#rdg amislruai,m, ratm u"y removed prier w coop'"t wit and taxi w rep4crd u the Coml flightand ppfic aonslW dark"mop be malntaµed In„p...l,on dory.,tom,r.efwn Imtrn td arm"r"iron W the ulx/x ikm M the Staff,All 14 ., Pam to Combustion,the Utd49 µat$tentul the .'Are"mperxnuhve(lifted uses"Apegal mowurm number It to axen.m she,option of witty i annlusl monumenN within the plyjetf bmlW. In µe over,my mw,umenlf will be ai4ted,dmiApd m dmhlWed by the MuNJ,.Alit..p"It.1.m w#1 b tellen by[be SMfe,mar"pMpeucfdn,to.fitter,,w gfef the fnnnurbenq.Any myoumem,Alfred,#Alin..#or le"fgy:,:'v fist UbirlV n Iuy operation Cod(be text so replaced by list Some As the ink sAwnx*I son,Utlflty. yw 10. If delyfmll"W nRalxrl by the DW"It AdmmnbArsi,any of all of the eecsvacd mare nA µsit trr removed nd repl eged l wdl col,dr b: mdrrui o rV aorcirled by the 01,t,l11 Adminituum y I1. ykher.w,deemed ry o.ofery by the o e s,I Admµbtiam And/or the 0upntmer,,If I Alin,and Ind.wm,tar dw , e,boo of µe rdlp,war a n+d the"defy'If the wprkete,the:,do*of the Irtm h(m e4:aydimll.this[be wppm"it by Adeouar IAgpng in erµhin,w gotten,any dam wm,ml Wet efaekt,xt0,men,,eh.w the pavrmmt,tan m:.e,work fit pre beneh or e""""m Mrs will be Allowed only shinr,gU,,n Am 0 met. 1 t. Trrpebn dust l balk filled a,ynnn aI pn"pde behind the IAy.IC of Ape or ,b1*. No 0 se 1"iyolg.ppk wit Mtn Ne"t their 1,4 be lest me,nf t ILA atldi be, ocIetl will',YtrAla ryr#her mahriAul surll,ieM tompn M wnhwr,W the I.pd of nghway I ri?I1 lhM' n milujyrNhr baek(ilbd Irrlh m•IaiA tan nlgnl. (,� I!, Ap K•lywrryp W road Imtrrxt Pont wdsacd w.t1,•.A aWhAr a*nCr'o payemery,or a,,no.1'Ce".1,p 'stoo i Ihali be.,"onpiµaot t1 in wik`twis the,.hit of pipe ands,Ill,rooj.,y. v psao . 14. Tha,Aloe as pis.prat b[piaare wdhlh a.opal.,,rnu"•.xnf Ae ylotoed on µe preened,[hoot,k.W rma"mrn,on, shAl n. IA,ked wprot tinmrdf Ilse hlit*.fh.ly pad.rdh a I,,of #,Alit a by" (31 sort from kp W casing W Instilled sold[red,and A Ip,Amrym of da•, n+p(lyrl lbl ld depth from bUltom,,Il dliak In ins,ryr raying, ono se"..oss/10 " EXHIBIT ''A .are 1 T f,I.Nf RAI. PROVISIONS i This permit is subject to R(.W 47 i! I 'u and/or RCW 17 44,050 and 4hapw, !,2114 WA(. and amendment, Ili,reto. 2. During the pirigfew of the w,xl. quo S, barn"" shall be ert•eprd And m.uotAfned a, may he necmi,ary in a,may be duetted for the PrOtectlah of the traveling puncL,the bafnefs shall be pi operty light,d At night. 3. The Lltility, its wccesu,rs And issigm, agrees In prefect the State of Washmghm and save ,t harmi", Inxn all dam,,actions ,tr ildr s t,I curry kind end description which may acauC to of he suffered he any persixi, persixss,or pfeperty by(vision of lit perlermanse Cal any such work, character of malerials uwd lot manna of instellnuen, mainlcnance And eprraoun, x hs 'Ile ,x.1up4ncy „1 fights oil way by the Utility,in case any suit of acorn is brrxight 4gantst the State fix damages a,islng toff of it by reason of any of the ab•.we causes,the petitioner,ils successors rx asasyis will,upon notice of timmmeerrwnt of such salon, defend the same At its rule cost and expense and softy any Judgment arising therefrom if determined adverse to • tole State of Washington. 4. f.xu•pt as herein authortfed, no exc.vauotri shall he made w obstacle placed within the limits Of the stare h,ghway in such a manner at to interfere with the travel over said road. S. If the wofk dome under this permit mterteres in any way with the drainage of the state highway. the Utility shall wholly and at its Own expense make such provision As the Department may direct to take care of said drainage. 6. (M complehnn of said work herein .omtempl,dcd all rubbish and debris shall he immediately removed and the roadway and n,4ds,de shall be left neat and PlevnLAWr and Wtnlactnry tip the Department. 7. All of the work herein contemplated shall be done under the sopervisrm and :o the satOtacnon of the Department and the entire expense of said supervision shall be bonne by the party of parties to whom the permit is issued. 8. The Department nereby reserves the right to order the change of Inca Gun it the removal of any structure,x structures auth orued by this permit at any time, said change on re novel to he made At the sole expense of the party Or parties to whom this Permit is Issued,or their sucason and assigns. 9. All such changes, reconstruction Ir felocalion by the Utility shall be dome in such manner As will cause the Nast ata fterence wi lh any of the State's %,•r1 and the State Of Washington dull in no wise Ile held liable for any damigr to the Utility by reason Of any such work by the State of Washington,its agents Or representatives,or by the exact"Of any rights by the Stale upon muds,streets,public pima or structures in qunti n. to. This permit or privefege shall not be deemed Or hrid to he An Cxclusise OrtC and shall not prohibit the Department from grant ing other permits fir franchise rights Of like or Other nature to other public on private utilities,nor shall it prevent the Depart mint lnm using MY Of its roads, street,or public places, Or affect its right to full supervision and tentrol over all ox any pan of them,none of which k hereby surrendered. If. The Department may revoke, amend or Cancel this permit of soy of the nomsum thereof at any lime ny giving written notice lit fife Utility. The Utility shall immediately remove all facilities from the right of way. Any facilibn remaining UPI the fight of way 30 days after written notice of cancellation shall he removed by the State at the rxpmw of the Utility. 12. The parts ,I politics to whore this permit h lowed shall maintain at its Or their sale expose the structure cx ob,"t fox which this permit is granted In a condltirxt satisfactory to the DCpartmmt. 13. If the U6111Y Mari Into a contract Or agreement with a contractor to perform (he work provided herein to be performed by the Utility, the Utility for itself,its assigns and its oluccalu rs in internt,agrees that It wilt fret discrimonau Of, the basis ,d fact,o.Olor, sex, or national oxrgin in its those Of antratas and will include all of the non•disenminatitn prrvefons set forth In Appendix "A" from Title VI of the Civil Rights Atli of 1964 aid Section 162(a)of the federal Aid Act Of f973 (23 U.S.C. 324),and as said Regulations may be amended. Breach of any of the above msmdisnm;natin t covenants shall he taus(for wlceltatitn as hurdn provided. 14• Any breach of anY of the sonditiory and requirements herein made, or tallLre con the pafl Of the Utility of this permit to ptuceed with due diligence end in wind faith after its accrptam:e, with c nstnacti,n work hereunder,shall subject this permit to 14nce11460b b heroin provided, I'. The U hits pledgrs that performaner of routine cutting and trimming work will he accomplished in such A mannet that thr oadsidr appearance will nod he configured, When MAIM work I$ involved, ur damage to roadito Apprar4ncr may twcorne significant,the Mader that,secure the approval of the Dep tr onset 00 advance of the work. STATI'. OF WASHINGTON DEPARTMI %Y OF TRANSPORTATION ITILIT1 PEIVIT I'I RMIT NO: KENT 4445 DISTRICT NO. 1 -Name and Address of Applicant - City of Renton Public Works Department 200 Mill Avenue Renton, WA 98058 The applicant hereinafter referred in as the "Utglrv-, having applied for a permit to cnrutrurt, operate andmaintain a 16 ir:ch diameter ductile waterline crossing ' on a portion of State Route-Vo 406 In King Cbunty, Washington, the Washington .State nepartment of Transportation or Its designee, hereinafter referred to as the "he parrment",hereby¢Mors that this permit be granted, subfeet to the terms and provirhtns !tared utxin the reverse hereof and k'.eliiblts - altacked hereto and by this reference made a part hereof: F.xhihit "A". Special Provisions for Pernmts and Franchises,Pages I and 2 Exhibit "B". Right-of-way plans entitled "SR 405, Renton to Kennydale", page 1 Exhibit "C". Brick crossing details, pages 1 and 2 CS Of SR 405 thelSE44 of thenSWtheOfeSectione32, Townshipt24 M�orth, RangeiXimato g�stB*M1M1 in The location o' the facility described above is further illustrated on the attached map designated Exhibit "S", page 1 I�1��� SEP " CALL -AT BEFORE STATE DESiGh YOU 01131 ' ENGINEER f This permit is accepted and approved by theN Utility subject to the terms and previsions as herein set forth. tJTtLITY / DEPARTMENT OF TRANSPORTATION By � +++�s.s�'e ' Ely: J p ZIR E Title- A..h11c _a Lr,+cWr--_...._ Title: Date: .. Septamhai.. Eld6t _. �*'-��----- Date: TIES ENGR G-fd DOT Is"Al wo a 4 A September 16, 1980 City of Renton Public Works Department 200 Kill Avenue South Renton, Washington 98055 Attention: Warren C. Sonnason SR 405 CS 1774 Renton to Kennydale 1-405-3 City of Renton Permit KENT 4445 0entlemer: In response to your request we are enclosing the origiral and one copy of the permit. Please sign in the spaces provided. You are to retain the original and return the copy. No work is authorized until this office receives the copy. Please call us at 764.4247 to arrange a preconstruct;on conference prior, to "on site" construction. Very truly yours, J. D. ZIRKLE, P.E. District A*inistrator )13;iPtrimeter S MENOCK, P.E. ct Utilities Engineer Road South, Suite 201 iCW a s Saattle, Washington 98108 Attach. l�f H�C U PUBLIC WORKS DEPARTMENT 40 -*- _ DE31GN/U7ILITV ENGINEERING 9 235 2631 or}I' MUNICIPAL HUILDINQ 200 MILL AVE.S0. RENTON.WASH. 9E056 P q C,' 9P BARBARA Y. SHINPOCH September 22, 1980 MAYOR H. J. Semenock, P.E. District Utilities Engineer 7213 Primeter Road South, Suite 201 Seattle WA 98108 Subject: SR 405 CS 1774 Renton to Kennyddle 1-405-3 City Of Renton Permit KENT 4445 Dear Mr. Semenock: Enclosed please find a copy of the utility permit for the above referenced project. This copy has been signed and sent to you as per your request. Very truly yours, Ronald L. Olsen Lead Engineering Specialist :ckd Enclosure 1 500 k N th An(Nike 1500 m,W .9POt S.E. SHILL Wllevue,WA,9N(NN vn91114-t Irs 206/451 NA10 1't 1 N It I111N14 411t i1f1414 CitY of Renton Dole October 7, 1980 200 Mill Ave. South ►Yelrrl No. S13194.A6 Renton, NA 9005S aim 4f.No. b•sfre me. 417100 INV I E For engineering services through September 24, 19W, in connection with N. E. 30th Street 16 inoh waterline. Professional Services $2,061.84 Expenses AM011t" ()(.!E THIS INWJICF. $2,061.84 nlc CHARTER 116, LAWS OF 190 CITY OF RENTON CERTIFICATION 1, 1✓r 11.08,41,116 •• Nl1BY C(&to" e•a•a PI MU", 01 10,W4, !.A! 1Nt wNrRlatR wa1R •��(t({,,�`N eJaXIkN1•. TNt pavltlt.100r•te 00 1 �NtOt(NY1111aA'04Y WIT "d"04.0 OeIlNTN �•b• T l"I. f]TY OI alnl A•a twak 1 OTN�IIIIO TO An1MIN/it As& a "Y elww�• /'/ C.% . .r+vt..-t elf-4�"„_'�'"_ r/ del/oot'/155 554 31,11 (00) OATAM I feel•f(l1I1 flf MhOlr(,f M W14'"Aerift waf N AYAWD A11 Ma(1wt O1k M1f(NrIN boa M41F1MI,M 1Nk M15wRtf I:WWA VAft l AW1()N Alt Af(q,rN91OWR M(fAY4IXn7 DUf l:rglH fiAIROt}(WRN1Af W Cltlk t(N,i•At'i CH1M Seattle Regional()flit, �i� H I LL 1 590 l 14th Avenue S!.. Nellevue,WA.9SO(A 20614 53.5000 i i a.riu.ls i City of Renton t)ate cvtober 7, 19i30 I 200 Mill Ave. South ►roje,t No. 813199.A6 Renton, NA 96055 Client eel.N . In-r e No. 417100 I 1 INVOICE Pbr enatineerirq "mic,a through September 24, 1990, in connection with W. V. 30th .^,treat 16 inch waterline. 1 ^r0fsssinnal Rervices S2,061.N4 I 2xpanees -� X4r"n . nve TjrzS rMVO1Cr. 92,061,84 mc 15 PLEA SE RETURN COPY WITH PAYMENT ww DI-YAR I MENI Of ;;,r,NSPURTATION '.n1 n. October 15, 1980 City of Renton 200 Mill Averwe Renton, Washington 98055 Attention: Ron Olson SR 405 CS 174401 N.E. 30th Undercrossing Structure Replacement PSP&L Agreement No. GC 6219 Gentlemen: Enclosed for your distribution is Agreement No. GC 6219. This agreement was approved on September 19, 1980 Very truly your, , J. D. ZIRKLE, P.E. District Administrator H. SEMENOCK, P.E. strict Utilities Engineer 7213 Perimeter Road South, Suite 201 JOA:ss Seattle, Washington 98108 Enc. WASIONCION sTAIL .� � ••.., DIXIE LEE RAY HIGHWAY C O NT I\/J ! S S 1 O N I `� : XXXXXXXXXXXXX DEPAKTAItNI Of IIICHWAY$ Off,= of D'str,ct C,O.naar D.stmCt 1 6431 Corson A.•pnun F.autt, '�•.,.... .....•••" EaaEEla•Wua:vnoton Be106 �1i SY plc lrce'evrrr.., � • c, s. i7�y� S.e ems' /' ,UL� � � l/�,✓•,:� •mat Attached for yo,sr Information Is a set of contract plans for the above noted project. This project is currently under ad and bids will oe opened on U�G /9lYO, firwa has been 4ssigned project engineer on this high- way T vement. Mr. ^ > •(�__ _ may be reached at telephone number should there be further questions. Very truly yours, ' zr2lc>e District [taq ��ryt I Roy r. mausm, �TlI Governmental Liaison Engineer :1h Attach. MLrr lrrer;a• C;.:: _, !,!t v,. L •r Yr rnq X.runDv Ilnw.vLl Soronsnn v, o,I•..r, l llv../d l N•. Rw.so 5�•rs�4 �/rA A*A J Bo. to 111NT $. CR:E NODS WIT» ' TWO 0DArS OF&6IY T ftm %T"TKAI B Sr'NC ARDAD�A'B.0 "� t " ! TNNYBJC4F5 T EAD 4' \� 7 NODE r fwNf v� lI MNiHYH t4 K � . EXCAVATION & BACKFILL _. rr".A"�T�e °EA°At{'» DETAIL 15° Q„UC>t ! 1"�� {+• G F,(wuJ - :Fi /TEMPOf. J)* JtfTel. P 'SuIE "6 :tEK iLI�ATI TE T: CDNAI EG _T TO l-Kl'TIN6, t?" %j&jAlfk L1,19 VN�K su•'Erzv'=1^ •I OF r , ,�. E2. SHACKLE THRUST BLOCKING �LEEvE QKAJ) Lcje, E_.y A,�o T'wb ' ulr+-ifa 4-iai, - ' *E�a'AL c s Auow (r+Jx MJ) r4 �OYCpaffTE D .R.ACE ct `e u+DnruN®eD E STyVA ��..o TYPE oa APE F40 CONCRETE THRUST BLOCKING r /! �A W �v�[u4nY0 .o M+os wBSlnc lo' O.:D�di�y N:.'•Oh•UYOiz[tOSi1NC. 9mcmu t?EAamiw CDrfbTl[ ygT[V UHf SNSTALLAT'EN DETME; NI�•YY. ....wrcw Tr l�l: l , 1 I KS.of-q'it CO'.LCtgM ^t CO?kgctcm tp C.i'itm C ,Stia w./(q AM / ; wC. ,h[A•._ w[w If w.Tce EK •�—� EX'Sltw W w U mrkv W ,,.R• M I � f i I PLAN VIEW � I t so' I --- DOMESTIC W:,TER LI;:E INSTALLATION uKDEQ 50PHty,%C>wl JCt ; r .IJj . PLcw-cFF !7_rnFc9' f-Y' . 2'la �"1� wITM A C"!��'. PR.e:,'.'.R•� ANO ZTC RI W ') , i `:ti hLL+.a: 'rt• J.7 IS4Y.fi Co 04eC T TD llae1 WATC1L Zzyz r r v0 w1" La NE w,TH I(v' Cl e4LI0 °..t L4E CMJ) L-ON4 go0y rcew".1i n4"Cr 13t- .Ew sT.uc tun �....�¢• y D'i a e o,. i i'y's ? T e•�� :E.�Tc.�rt �¢o`er:ir`i../+ic ••:rNG rV 1 ' e9rs�ao .a viiIra E.,.t� 3 ♦ ai , r.E L.,.c i � • a_os�w-� 193• / cKEvrze�. .. �� —1�•y• pFt;� w�ra SCHLI AM. PIPE Pf?CF. C Tj Fe Cu.4 irk �Z/ice Lta*U {e r --� MMJQCf-- -----_ •r ------------------ SHEL, NO.___OE_ ___ PROJECT NO._ CUT V1PE FOR INSERTING VALVES. FITTINGS, OR CLOSUNt PIECES IN A .--� MEAT ANO YORKMANLJKL MANNER WITHOUT UAMAYIN6 THE P1PL OR LINING ANO AO AS TO LEAVE A SMOCTH END AT I116HT AN&LLS TO THE AXIS OF �7 THE V1PL. CUT V1K WITH MILLING TYPE CUTTER OR SAY. DO NOT FLAME CUT. ` ,. DMCSb CUT EMU OF MECHANICAL JOINT PIPE TO REMOVE SMAMV COSES UA POOJLCTIONS YHILH MAY DAMA6L THE RUUOLR 6ASKLT. IIIASSXFC,dM�t I .^i{�a�1'�1 •�S J� �L L�MM•�AAT e'F s� e�•,ri'� r.Jf ,Iwd �w sl -.. I , r,_------,------- -- t I, f ` , t 1 1 �IE49E 35u6 The lump sus cortract price for -nosastic saterline Installation- 3550 fitall be full ccaptbsmtio^ for furnishing all siterfals, labor, 3551 josh &Ed equictant bete ry ur incidental tc the aobstruction of 3553 ,the complete waterlins co.tectioo as shove ob the plans and herein 395a j pecified. 3555 Quctile iron pipe Class 52, furaishirg and iostalliag III pipe .3558 couplings, pipe hangers, weds, bolts end eeceasor ins,{�ey4eg.My� 3559 cast iron pipe jittieg, gasxets for 356n flatged fittings; flanges, special scuplibg, gnd cennoctiors, 3561 ■ thrust UeCks, fttld testirq sod any other Vora to complete the 3552 waterline eonnectioc including all additional ptexials and labor, 35e3 A net shown oL the plasm of called for herein And which are required 3564 to complete the waterliin connection, shall be gonaidered as 3565 ir.clusivw to the bid Ater "Domestic waterline Installation- Abd to d56,. additional eoapeLsation will be allowed. J5easurebeat and payment tot the iters "Structure Excavation flags 356', 3-, "3ravel Backlill fat pipe Bedding", -Gravel Base Slass P.", 3S7C Crushed Surfacing lop Course" and -Aapbalt Concrete pave:ert 3571 IocludxLg Paving Asphalt" shall be icdividual items trcluded from 3572 the Pay itts "Dnbestir waterline Installation- and paid is 3573 accordance with the standard apecificsticros or me described 357L elsawhare in these pxc36ct provisions. as indicated or the plant cr as directed by the Engineer, native 3:,77 material say Le used or Laekfill. !&tire material shall Le inctsll,d atd cccp&cted by for Coatractot And shall be corsider^d ar. incicvive to tLe bid Itet :Oct^&tie watezlibe Installation" &rd no addit AoLal coepersatrou rill be allowed. 571). ILLtS 3` 97ANDARD FLANS 3564 jhe 1976 edition of the State of wms4irgtob Standard Plans for load 3559 And Bridge Construction 1s made a part of this contract. In Cabe of 1590 Qiscrepancies, plans shall clovers over standard pla&a and standard 3591 plans shall be congidered the same as plats ar set forth to section 1- 3592 0e.2 of the standard specifications. The Ccatractor is advised that the followibg standard plasm. are as 159C lcnget ralid ar.d are deleted fres the 1976 edition of toe atendard 3597 plans: A-1.2 Cemebt Concrete Pavement Jcints 36r0 A-5.1 Beintoreed CnnCtete Bridge Approach Slab 3401 ' C-3a.1 Concrete Median Barrier Type 1 3602 C-3b.1 Concrete radian Barrier Type 2 3603 C-3c. 1 Concrete Median Barrier Type 3 3604 e-3d.1 Concrete Median Barrier Type a 360 and TraasitloL Section 3696 G-1.2 Guide posts 3607 C-12a.1 CaLtllevex Sign Structures 3608 B-7 Lane Matkers 3609 J-21e.1 Traffic Signal retails Wo aG be made only by direction of the sngimee r. If existing 3477 structures are encountered which prevert the construction. And which are not properly shown in the plans, the Contractor 347,E shall goofy the Engineer before coutisoinq with the 3479 construction in order that the Ekginter may take such field 348C ' revisions as necessary to avoid conflict with the existing 3481 structures. It tLe Contractor stall fail to so notify the 3482 Engineer whet an existing structure is aocounterel, and sua11 3493 proceed with the construction despite this rutecfereaee, the 34e.4 Ccntractor shall near All risks. 3485 po not excavate below suLtase grade. the Contractor shall at 3488 his expense backfill over excavated areas with gravel 34i59 backfill for pipe bedding and hand tamp So the satisfaction 3490 Of the Engineer. B Of 21Cor,nectloo LLwJ r 1N $u0:, r�1 a* C c�inecjloi� o tl� x}§tiny wIIt�l1LC 1 �!1 3495 Ccunections to the existing waterl ner rl.all be ..eet�by jha 3490 City cf Renton Water Oe{irtaent. iw•f cntractoi .ill be required 35U0 to excavate aid sake availatle the exicthr.g waterline ends. ppoo 3502 COmlletion of the Cenrection, the Contractor will Le rent onslhle for backfillinq, compacting, and finishirg this excavation 35C3 consistent with tee rest of the installation. All werx required 3505 to sake the two ccnnectiors shall be cohti.nmous jnd dcoe in a 3506 timely manner to insure the least icterferetce witn the City-5 3557 water systci. The Cer,traetcr shall notify the Engineer and the 350h City'& utility yui&rintt.dant at least five days prior to tha 3501, Schrduled time of connection. No valves in the existing 3511 d istributicn systeo shall be closed (or opened) witLout the 3512 authorization of said officials. §0A711ie1d Test 3514 Cjsld LPL L1 IS" Testlug, flushing and disinfection of water &alas shall Le as In 3520 ApWA Standard Specificatiuis Section 74, except as modified hereinafter. 3522 The water main shall to tested hyddrestatically at 225 psi test 3525 pressure. tlydrostatrc test of the required 225 psi test pressure shall hot 3528 be made against closed butterfly valves. hydrostatic testing of new water mains shall be made prior to 3530 gonnecting and completely independent of water mains in use. 3531 h0A211ine 3533 i con_tL4cjiof 71fg 3536 1 The Lid ices "Domestic Waterline Installation" shall to 3530 constructed sisultancous with Stage 2 bridge coustructioN. It it 3541 is deemed necessary by the tr.gineure pipa ILL& construction Aerose 3542 the ♦ Wamp say to delayed to mcccapany ccnatructico of the Approach embaokaert to the vest bridge end. 3543 QCA21Water Pay 3545 45, ti I d1h 3404 •"� '• 3407 3Y1D con • call Of each bridge end pier orec the 4ntira ngth 3u 12 of pipe cluding where the pipe passes through th 3st.ersedia concrete bridge diaphrass. jostle a shall be 3414 placed on the a only after the pipe, sou gs Bad hangers 3415 have been fully tolled, coated and to as Spa Lied herein. 3416 103ulation tl.all be Junta i trict accordance with the 3Y19 directions of the aamufn ct car except where these Bpocifie-ations imposed s for uirements, the Contractor J420 Bball comply therewit a addicioo the requiresemts of the 3421 Banufacturer. 3422 ill insulst sod jacketiog shall bt instal in a Beat and 3425 workmanl earner by mechanics et,ariesces 1a j type of 3426 insul on systea apccified. A list of pr9vioualy 4et ed 3427 v performed by the firs doing the installs tion sh al a 3426 ,t CA21COnstructicn 3430 §§fore l overang9Y1L4ff^is_-1^gina1 3433 QePor• loveriuq the ductile irca pipe into tha trench, the pipe 3436 shall be inspectea for defects; and the interior Of thv pipe shall )43f: be thoroughly cleantd of foreigr matter. The pipe shall be kept 3439 JbJ elWas during laying operations by PJAggiaq pr Other approved 3440 methods, kips small Lot be laid in water, or when trench or 3441 Off Weather ,cwhditiont. 'rs unsu'table for vork. S.xJp XV p,�t — ( 3a4i A4 -N •. n o .v� ..taw71 ,.w .Fa-h.» ra e. A ' O.J mall be eicavated to such depth necessary for 3 3444IDS' plaees•r.t of the required depth of bedding saterial under the 3445 h4pipe, as shown on the plane. jbt Satiate trench Width shall 3447 6 inches. Tees, erosre„ plugs and fittiogs at all Dends ib t4o plpe jfae 3w50 shall be firmly wedged by the owe of concrete throat kloeks and 3451 shackle rods bearing against solid undisturbed earth. The thrust 3452 - blocks shall be as detailed on the plans and as specified in those 3453 special prcwisicas. 1Bsekfilliag +a o n�w•�..+ 345 Jagkjijlj np J,i•..t 3456 Qed3 inq material shall be used, jihe required, gravel 3461 baCkfill for pipe bedding shall be yse 3463 The space teteeen the pipe and tbo sides V the trench l.hall .1466 be filled by hand and thoroughly ens pactcoThe filling 3467 shall be carried up evenly on both si,cs to the level gf the 3460 top of the pipe. The pipe shall then be covered to one toot 3469 above its top and the paterials solidly taep4d with 3470 •ppropriat• tools in such a sanmer as to avoid injuring the 3411 Pipe or its coating or disturbing the pospleted pipe. 3472 Qurinq the progress cf construction, minor relocations pf the 1475 w8ter.00.. 6"P& Work May be necessary. ,;uch telocatiobs shall 3476 t 44- � w 3)19 3322 3325 46*" a Ago3327 �.e. TOA218andling 3328 @41Joli1lg_ 3330 Tandle the pipe Be as to prevent injury to the coating And 333t, lining• place no pipe or other material beside any other 313b pipe at any time After it has been coated. QOA21Amchorage WA 3)35 en£bkr$9s of yC'daO Pt" mnr�''4rabwrK4�)41 e40vide concrete blocking at a17 fittings and howl to Deal p: 3344 •ertical angle points. Comfort to t i�mNwe•! +costa'! Jfl cc ki tg Le reS n,aM•9he of taflsfor 31343 wts. �11 fittir gr. to a blocked mha]1 to wra �d 31Lo r 3151 with 7IS pue0n. Concrete black�.���1111 oh% be properly rorsed 315,e with Flywoed or otter JCCtF-able ring mater not to ials and shall 3)53 pcured nrcund )Dint;, qAe orms shall be stripped 3)5y prior to backf'llir.g. .Scat 'a tc shalt .,. e•ayeicmm. p»„�;.� 3354 y •e f�c.,., 'etiei-�- -i 'M'i�eW► 3357 33541 All shackle rcdcoraall he A,+-k.O 1154 galvanized****e,e coated with two teats of as 3360 p! It ►arniah, Faderal S +Aclficatiot TT-U-Sla or JAwP 451 I P OA21 Thr mast ``a''/ 9O➢creln_f5:_Thtpsy i ckin, 3162 Cotcrete for thrust bloc tiny shall be Corcrete Class C. 3267 3367 ¢C421Drarings C£n_i1Lgril 1L@�9p1£f.E enas_-JtF1493 3370 .�hpp_DLaTipgs 3373 Then hats are fabricated away from the premises or when 3,74 376 Special fabrication, types or methods are used, sit copies pf 3379 shop or detail drawings thereof shall be subtitted to the thgiaeer for approval before preceeding with the work and 3380 upon approval, Shall become a parties of the specifications 3]81 and Contract. TOA21F'pieg f'it'iPg_a Pd_C9aliP9- or A.044'r 3393 Tl as to lials shall he installed in a neat, accurate and 3)pp If' saunas. The Ccntractor shall be responsitle for 3d91 the safeguttditg acd lrotecribn of materials from darage. 339} slitkfiandls, of rhs p'le shall be done by using eah►as or nylon 3393 slinrya. s:.y dasage to the inter io of the pipe shall b^ 3394 maps'red is accordance with AewA C 203 and, as applicable, C 339i IOy alp, and with the safe material ysed in the original coating 3376 application, jaseged areas shall be cleaned to bright metal 3397 and then shall be primed and totted. 3399 To undue strain on an 3400 during7 3o'At or hanger will be permitted 34u1 lssta llati or.. 3402 A4 C. A amsiaus Of S L.F. of 12e ductile iron pipe 3791 The Contractor shall provide all saterials. 3244 IMINaterials 3246 4lll"JI2 3249 411 saterials shall be new and aodaeaged and shall meet the 3251 following tegurfeaents for the respective item. 3252 104210uctile b,� A,At s.,I F1d.n9f �/ 325, jiu.CtllS IrSn_Pip? 3258 ructile iron p1p6 shall eons to ANSI Specification ! 21.51 3261 (i476� 1$"* and/or Ah YA C 151-39, or rile latest revision thereof 3263 and shall be Class 52 thickness as shown on the plans. It 3266 shall be furcisbad with mechanical type 101ats exctpt where flanged joints are specifically requited. 11cint details 3266 shall be as specified is ANSI A 21.11. 320 .64664*9 w The Pape shall be coated as specified in Anss A 3269 21.51 and to furnished with cogent mortar lining per ANSI A 3270 21.e. 3272 - 3275 3273 4 (19 or AYYA c 151-71, or the latent revisi eof J260 and shall .e 52 thickness as &noun o ant. I1 3261 shall he fursishe ?ice eci:aurca ci r.tn ercepa where f flanged joints art s).eci r eye ued. _icint details 32d) shall be es ep-clii"' .SI A i'ra with push on 32d0 joints shall tdLie fer use with we al 3cirt 3365 fitt to pipe shall be coated as specifre nsI a 32h6 i�9v+ve� 32E7 ,.,yr 61L uat r.e. w /UC 14 t.xwi 0..4 pimrittf992 P r e M .�w,u,.. 11177 3291 "T!�'eese�rs+r ^pe fittings shall befClsss 250, -iA 3294 is'Masy6r', as per ASA Specification a21.10-30.7? jAwYA C 3296 77 ISO---'I) fittings stall be cement scrtar lined with the same 3297 -fWrcknesses used for the pipe in accordance with A 21.4-A99e 3298 (Akw► C 10u."), /410 joints fer fittings shall be mechanical joint of per ASA 3300 jpeciticati0n A 21.11 (►hYA C 111-iq , 3301 The above shall hold true unless called cut otherwise ps the 330 plans or in the hid proposal. I 10►218angers 3306 file_wdP2"1u& 1042a pelt! /n9 Ecfegaprieg 3301) jrpe hangars for the vatersain shall be assembled from 3311 fifiuzel standard parts or eguiealeat as shows on the plans. 3312 ill pipe bangers and steel plates shall be hot dipped 3315 .galw&mizad after fabrication. All steel rods, bolts and Outs 3317 shall be eleetro-galvanized. t 1 t"'p s Attachment of tLe bus shelter to the shelter Pad shall be by expansion, 3113 bolts. In* expansion bolts shall meet the approval of the Engineer. 3174 ilny duage to the bus shelter caused by the Contractor's 9perations 3177 during relocation &hall require eomflete restoration at fhe 3178 Contractors expense and shall meet the satisfaction of the Engineer. The lump an& contract price for "Remove and React Bus Shelter" Jhall 3181 « be full compensation for All labor, tools, labor, eguipsent Jed 3162 ' materials specified or directed by the Engineer. ¢OA21Patron Pad 3184 PATROL SRELTER PAC 3187 lbm Contractor shall construct cement concrete sLelter pads at the 3191 locations and it. conforaamee cite the details in the Plans and as AM directed Ly the Engineer. The work shall consist of forming, Plecirg reinforcing steel, and 3195 placing and fioishiml concrete for the shelter pads. Coccrate shall 3197 - be class b. York and baterials shall Meet all applieeble requirements 317 of the gtandard specifications. I 3151i The patron shelter pad shall be constructed immediately after 3201 2sbarkeebt construction of the 0 Damp. 3202 _ The lump sus contract price for "Patron Shelter Pad- will be full 3205 compensation for all te6lr, labor, eguipmcat and Materials pac.:sbary 3206 tc template tLe work as sprciflcd of directed b) tea Ecgirear. ¢CA21waterline 320E LOLLSTIC YA1E&LIRE IRSTALIATICs 3211 The object of this lump sus item is to cospansate the Contractor fully 3215 for all materials and labor to connect An existing 12" _waterline at hE 3211 2c01 (158 Lt.) to an exista4g 16" waterline at D. 1.81 (33, or.) with 3216 a 16" ductile iros pipe. This eomnaction riiI have a highway engineor 3219 station length of approximately 382 feet, all of which will be on the 3220 north side of J.E. 30th eeaterliue. The waterline will run from 15- 3222 north of eehtetline at its east gad to 336 north of centerline at its 322.) rest end. The following sequence of Materials will be the minieae Mecessary l0 3226 complete this installation: 16- to 12" reducer 3229 12"4ew cep 32JO 2" blow all assembly 3231 Two 16", 22 112 degree joints RJ x EJ 3232 Pipe hangers, rods, Dolts and accessories 3233 Two 16", 22 1/2 degree joints NJ x r.J 3234 76" cap 7235 2" blow off assembly 3236 ass 16- cast iron sleeve - long pattern yt* flea l6�-i^elks 3237 Concrete blocking as required 3238 3239 Approximately 390 L.F. of 16" ductile Iron file 3240 12` Carl ins.. sfineat -/aw' p.0:-1,) w.,K. flw 12" n9Vl6J 41 rketR•la ea/s If 'fvww{w.k/rS -(W- rw.lee.:l .«ty Ishrt+ -*/y s tareavoho-vi Ar 6. CHzM f HILL ,: ienh,t5 September 8, 1980 S13199.A6 State of Washington Department of Transportation 2215 66th Avenue SE Mercer Island, Washington 98040 Attention: M.r. Oliver T. Harding, Project Engineer Gentlemen: Subject: 16" Pipeline Crossing, N.E. 30th Undercrossing Structure Replacement, L-6233 Following our meeting of September 2, we have reviewed the plans and specifications for the subject pipeline crossing. Recommended changes and additior> are indicated or. the enclosed four pages of plan exerpts and six pages of specifications. We understand that the jipeline is to be located in the second bay from the north side as shown. Lue to the extensive work involved, the cost for restraining the pipe joints with shackle rods throughout the crossing length would be considerably higher than the cost of concrete thrust block restraint. Concrete thrust blocks alone will provide adequate restraint. If we may provide further assistance please call us. Sincerely, -ter- Arthur L. Storbo Ic Enclosure cc: Mr. Ron Olsen, City of Renton w/enc M41Me ONks ISM 11401 Avenge 5 1 Bel»rye.Warhmpon 40(06 2W45$.I" STATE OF WASHING'I'()N DE:1'A..HTMEN7 UI "E'HANSRATAMN Uxy Lr�Hny Gxr.w. September 9, lg80 City of Renton 200 Mill Avenue Renton, Washington 98055 Attention: Ron Olson SR 405 CS 1744 N.E. 30th Undercrossing Structure Replacement City of Renton Agreement No. GC 6219 Gentlemen: Attached is the original , duplicate original and one copy of the agreement between the State and the City of Renton, No. GC 6219. Please secure signatures on behalf of the City and return both originals for final approval . You may retain the copy for your records. Very truly yours, J. D. ZIP.KLE, P.E. D/eEMENOCK istrict / *inistrator /// , PE.Utities Engineer meter Road South, Suite 201 Seattle, Washington 98108 BC:ss Enc. I r r N N . �y � � . / .n911 4aSn/, 1a E•.Mt a •I r /..r Fab.hp :LI r4;\ r -J\ j� • t%1 wranrttd F.Ny<I Iaa,In,r. yawem r __ F`el���•�'a. � •ol[a0/)a1 p P 307N S r rA►Ir - i� w �._ —_ �I S'[.� uMr Nrs r, � -.//� I r Ile o I , rgar r.r yLNa)srrpl�__ / tr4',aanl .rne � f�Ar.) {lt��,I"+f/ N,_ � ,I „ •r/f7Ei PIPE HANGER D£fM(• •«.rear ar w "'-4�--�� f� L1. rLrw � • �Y L✓� :r•" - eras«rn..1l wl.w«n) 250'Ve. 9. ! •` t !'Ti� ,:"n`s i e!T:.°:•:sir.' ..rnri ""' •re«•.-s r ure+a r4 • N E 31)7N 7 vPOFtI - «n e•reer.q .a VII ,•__�i'iL roots ADtNG - UN i wC 24[AxE ES cX 44'Cr7R5 EXHIBIT +R� ., R[Rul7: KENf 4416 4 PAGE So 40S cS 114401 N! 30.3 STRECT Ue,OE RCROSSI•Ila r A ST¢ucT uqE REPUIGEa/t•IT r. , •-1 ,.,.-A' FU,aET SO"O fbWER AND Lt1.,1T CO- LC S%Ams TC. Lard toc.TW lw4wY4 p,14,.T — ..SME,j,S_ I I i rer yr r•fA � - - „r-•, �' r 7 r rr 1 A I 1 �'a-1'hrwn� .-1. —.�•linl I Zt�— _-�_�� a_�-_hiy� ,ram+• r�� r ^i 30TN, ST .NW-5el5"W. �,y+ �. I »-• �.- _-:"' . I- --.-- . ;1,. •_".ar«[+«rnwr.^«. t AN to �k ••a«.w er,r.,•_ i�oriel o l" - Mu nl r P [rwpnp a.-. rk�'-.1 j;i7 j �•:orr M.rW{•..,v», c4«.rro•n nr•w N a/eFL£VAT ION I tpwz k y i 'L sr.%.r ' r • �•IC!/O'• "T'r�a .,u 0-• �� � • SOOT/NG LgyOUT ����{yy' � ��, r � �' n' k��i;�l^!'�Y� 1 ��I h�6 d4�' b,� � � ��L ���T��r.!" G�:;�� +v '��i �^'' ",�� 11 ..__µ�. r � � � r f, .' �a� a�? _ , P ..� i. � � t �� � � i ¢ ��' .. 1 ° t �. �Il ��. ��� 1 } � • � d •'A ' r. . * a ' 4 s ' � �� � _ . w-g,r STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION ASHI a'. r ,i C.,.A- sa r ara:,, sr„m.wan+„gton vatre Dae v Ire Ray Go.rmw tn74 •�r. . dr�, nl...u. + I ? ep A", F.. ?Dr '7t. 1+p dare rna:Inc •nu art., -rr the D.O.r. 1<; rr.••,. rIr i• ..nl rt •,irh. +p^rrdin;- ti•e N,F.. v?0 ntrn,, . ++nhf,.i c r 0"in^ lnr^red 'r id+` Yennyaa'a` Interchange, t lfilepnst h,ri , I the Vort' trt r° � ,. T'� Cilya n. .ran[on, Tr first tr rove 1 t e,r•'Inn!. Rlght df=tn, P nnr7 pr, hnriznnt -.,,tA,- •enr•�,, . :•1/verttcnl rl c 6 .,• eaxance fir prepn.vrd ?i.P.'1. 1'nr it hnPn dr:cidvd t•e repl'"ro the ft.r. loth r,'rd�rcrnasir• vd+h in inprrvr-1 a.tructhrr., -t the rsmr Clog t'le ri[ of Rents=en to irprnvr 1,,I:, 'nt" frrm r"e ttr ,ctnrt, to Park Ave. N. nr 0- ra"e Cnntr.^rt Lp: hn-n ;;rrntee. . T'e ors nreaently prrpatin;- Cnntr^ct •loco.-,ants fc, construction dvr`rt 7,tae th rn 'n,^,ist I'M. ".,, Crmtr-ct vstl inc Lock total rervivnl of the i=ttn" itr.,cti,re nd repla_iny tr. a tl-c a,.ne location. The re,- profile t11 begin nt ura-ir V, El- .e idr reps interteetton and rise above etst.ng grade epprn• ; +ctrly c ft- nt the Vent end of the bridge. rt wt11 teen roueb. eovr npproxi•,,,tPly Inn ft :.'Ptt of treat Pav"ont @Pet aiong N.E. 30t". (Fee 3tt+1cPnertr? 1'.E, ?nrh %rill be vieaned from 12t to ?21 left and right of centerllre for an ^ddi ticnnl 4611 ft. to Park Ave. ^ix foot ateewalt Intl curb and ;nutter will th^n extend the used roadway section to ?P ft. left and right of ennterline. � 114 is ?f,`t in tltia area, We are regreating your review of ti,e atone information eq it pertattte to got•r exists , one f•. +ire factlit.ter. W,ur n,,tober 27, 1978 letter reg+ietting nttachtr. a Tf+tt wit r line on the hrtdge structure 1,aq been relayed to Ae.dquartern. There rty be alditionat Facilities that require removal and/or retaeatinn. Pleese indicate how that work can be hest perinrr,ed sod sdro to contact to ..,-ordlnats the work. Isle would nlqo opprectate reu-tving coy additional .nformotjra an.t)or netroctlons applicable tt, this *ratter. '1e ^rr ,!nder eommnntty pteeeure to cov*lem i;,iin project na sn-r as posatble. Ue regret the inconvenience but we r,st renuegt prompt co. opernttor end response in tt is r;-ttcr. i s� STATE(;F DEPARTMENT OF TRANSPORTATION WASHING TON „I tr..., e , u i ,- n.n. ,y. .-Ki's �'KY A _ Dixy U!t Rnu �i,JWf/N/f January 24, 1980 City of Renton 200 Mill Avenue Renton, Washington 99055 �ttenticn: Ron 01<on SR 405 CS 1744 N.E. 30th Street Undercrossing Structure Utilities Gentlemen: Attac the ve posedhe areprojecttwhichehas aftentativeary plans advertisingrdate ofoMayn5te1980. If your proposed facilities are shown on the plans please give us your our n and you tonberon the structturespleaseyrreturn facilities r theplanswithfyourrw wish facilities marked at your preferred location. Also, please indicate size and number of ccnduits, weight per foot and any other pertinent information. Your early reply will be greatly appreciated. Very truly yours, J. D. ZIRKLE, P.E. District Administrator J MENOCK, P.E. 1 r ct Utilities Engineer 3 Perimeter Road South, Suite 201 Seattle, Washington 98108 JAW:ss • APPLICAi I, ti FOR FRANCHISE OF cilMil STATE OF WA;HINGTON DEPARTMENT OF TRANSPORTATIGtI iTATE OF WASHINGTOII )EPARTPENT OF TRANSK,�JATIOG )istrict No. I A31 Corson Avenue South icattle, Washington 98108 telephone: 764-4237 Gentle, n: Application is hereby made for a prrrt _ , to construct, operate and maintain a _ r - 1 Act11e 1'-'T •r lire fit" _ -•- portion of SR 40; in I'iT County, Washington, upon (across) a p -- described as follo.+s: B,,-ining at an existing plus• at IM It�;l (;3�!<;•), hence acrrrss SR 405 at t7.E. 30th attaching to dre prupos"`I brads at a locatiox1 andnaspdetvi+tned by the J.O.T. DrV,e Department and tenninaLiu;• �n ».- 1133 1,01 (151LT). t The following paragraph shall apply to utility franchises and permits only: Fees in the amount of S 147A are paid herewith to defray the basic administrative expense incident to the processing of this utility application according to Washington kdirinistrat ive Cods 252-04, and the applicant further pru,l,isea to pay further amounts as $hall be billed, if any, in reimbursenkInt of the actual costs of the Washington State Depertcent of Transportation in investigation of the application. Cit " " f Itenton - Ftirbl is lk,r4a 1• >•.r f_„cnt the undersigned, submits said application and accepts the conditions as set forth �buvc. r / Dated this r� day of ..'', ft,,;. I���'• Address: ➢till Averse °orL h it�Tt t t.astkry^ton lcicpi,une No. 7.3 -;n31 DOT Fa rm 224-660 revi- 19/2C/77 sS: r.. con w-S4u OF RF. ,p r PUBLIC WORKS DEPARTMENT i WARREN C. GONNASON, P.E. • DIRECTOR 0 � MUNICIPAL BUILDING Too MILL AVE.SO. RENTON,WASH,98055 4$ P 206 235-2569 ` A�rEp SEpiE +: G BAREiARA Y. SHINPQCH y MAYOR x April 28, 1980 x State of Washington Department of Transportation District No. I 6431 Corson Avenue South Seattle, WA 98108 Gentlemen: Enclosed is the signed Permit to construct a 16 inch Ductile Water Line Pipe on SR 405• Very truly yours, Warve Gonnason, P.F. Public Works Director RO:jt Enclosure n ;;a i gel!.. 16 STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION ., n IN•,i,xi 1,au r. tr, o-w amp _;nw. �. w,...e- ,.n.ry Or.v Lea Hay CioUPrmr t, Ci L; o: acrtcn Rer-ton, ilcs LCtn: Yr. 7crv. ULum. 1'.:;. ]tlt, lh:dr,rcros�4n;, Structure foeplaceeent L-6233 Drar Sir: Pursucnt to our ,ee:ir,-. on :r,rprst 14r.i„ -.ttnched nor four revieer and cn.,:enr are t;:e follcirin,., <;ete; 1. Sl:crt 1` of t'�e pl^nn s"oo•.dnr tL.. dor._estic water lino installation S}aets 1, 2, 11, 12., and 13 of tlee Stnrctura P1Ans 3. Domestic Waterline Installation special provisions- Lines 320% thnr 3531 Because of the limited depth of the -irders and size of tire- opening tirroull;l: Co piers (20" diameter) it would ire ray reco:rcaendation that the 16" water line 7:e specified with restrained joints. If restrained Joints stare used tLrous4out ti:e lenr,lh could t',.c 7 C.Y. vertical shackle thrust blocks oe eliminated cr10 a net srvin,s in. overall cost? Similarly could tfre >�orizontal blocs be eliminated? An early review of the enclosed iter.a and response will be appreciated. .Very t-uly yours:, J.L. Zirkle, P.S. District Adr,tnistretor Oliver T. Ptardlnr„ P.G. Protect Sngineer ?211 4 to Ave. S.E. Metacr Is1.,mnd, Wa. 9$040 cr,; $tiro. P.er.'cr•1 Jo?, i I l e r D � Date: — To:_Ir Our Project 0,0 ? IK MATERIAi_ RECEIVED IS NOT AS LISTED, PLEASE NOTIFY US AT ONCE +_< Attn:- �`•- • Re:-- 61Gl WE ARE SENDING YOU ATTACHED O UNDER SEPARATE COVER VIA O SHOP DRAWINGS Ic TRACINGS DPRINTS CATALOGS _ ;PIDOCUMENTS c COPY OF LETTER p SPECIFIC:?IONS O COPIES DATE ITEM Ill 511v j /fi t REMARKS FORM S Copy TQ fEV W77 PROVISIONS 1. Authorization to PsoM d 7. Professional Standards S,gnmq this form shall be construed a authorrzatioo CH2M HILL than he responsiple, to the level of by CLIENT for CH2M HILL to proceed with the work, competency Presently maintained by other practicing unless otherwise provided for in the authorization. Professional engineers in the same type of work in CLIENT'S community, for the professional and technical 2. Salary Costs soundness, accuracy, and adequacy of all designs, draw CH2M HILL'S Salary Costs shall be the amount of rags, specifications, and other work and materials furrini salaries paid CH2M HILL employees for work performed ed under this Authorization. CH2M HILL makes no other on CLIENTS Project Plus a stipulated Percentage of such warranty, express or implied wlan. to cover all payroll related taxes, payments, premmms, and benefits. S. Termination Either CLIENT or CH2M HILL may terminate this .. 1 Per Diem Rates Authorization by giving 30 days written notice to the CH2M HILL'S Per Diem Rates are those fees published other party. In such event, CLIENT shall forthwith pay in each of CH2M HILL'S offices, which are charged for CH2M HILL in full for all work previously authorized and work Performed on CLIENT'S Project by CH2M HILL performed prior to effective date of termination. If no notice employees of ,he indicated classifications, of termination is given, relationships and obligations created by this Authorization shall be terminated upon •ompletion 4. Direct Expenses of all applicable requirements of this Authorization. CH2M HILL'S Direct Expenses shall be those costs t incurred on or directly for the CLIENT'S Project, includ S. Arbitration ing but not limited to necessary transportation costs All claims, disputes, and other matters in question including mileage at CH2M HILL'S current rate when arising out of, or relating to, this Authorization or the its automobiles are used, meals and lodging, laboratory breech thereof may be decided by arbitration in accordance tests and analyses, computer services, mag card typew .ter with the rules of the American Arbitration Assoi.ation then servicex, telephone, printing and bindingcharges. Paim. obtaining, Either PLIENT or CH2M HILL may itiate a s bursement for these Expenses shall be on the basis of request for such arbitration. but consent of the other party actual charges when furnished by commercial sources and to such procedure shall be mandatory. No arbitration on the basis of usual commerc it Borges when furnished arising out of, or relating to this Authorization may include, by CH2M HILL. by consolidation, joinder, or in any other manner, any additional party not a party to this Authorization. ' S. OU"Wo smim When technical or professional services are furnished 10. Lao Expenses by an outside source, when approved by CLIENT, an In the event legal action s brought by CLIENT or additional S% shall be added to the post of these eervices CH12M HILL against the other to enforce any of the or C142M HILL'S administrative costs, obligations hereunder or arising out of any discate concern. ing the terms and conditions hereby created, the losing E. Cost Eftbmtaf party shall Pay the prevailing party such reasonable amounts Any cos, •imates provided by CH2M HILL will be for ton, coats and expenses as may be ;et by the court. on a basis perience and judgment, but since it has no control r market conditions or bidding procedures 11. Parialea is CH4M Hill CH2M HILL cannot warrant that bids or ultimate oonatiuc. Monthly invoices will be issued by CH2M HILL for au work lion costs will not vary from these cost estimates performed under the terms of this agreement Invoices are due and payable on receipt. Finance charges,computed by a "Periodic Rate"of 1%per month,which is an annual percent age rate of 12%(applied to the previous"nth's balance after � deducting payments and credits for the current month),will be charged on all past-due amounts unless otherwise provided by law or by contract. W i milk �H 14yl C.H2M HILL AUTHORIZATION FOR PROFES41ONAL SERVICES Dete_al`y emho��_3, 1980 CHTM HILL OFFICE ADDRESS 1500 I14th AV n rn g.. Hgl-eyue. WA 98004_ PROJECT NE 30th $treet�ii-Inc Water i NAME '�'—' 84`'-- PROJECT 513199.A6.03 NUMBER CLIENT City .3f Renton ADDRESS 200 Mill Avenue soUth to r W,,hinntcn ggmq hereby requests and authorizes CH2M HILL to perform the following sommim: SCOPE: 4 _ Review Washington State Department of Transportation desi n of 16-inch f5 . waterline on bridge structure and connections with existing pipelines. t4} Recommend modifications to design in letter format, based on state specifications and drawip s provided during meeting held September 2 1980. Visit site during construction as specifically requested �y the city at a later date. COMPENSATION to be on the basis of _ Salary cast times a multiplier of 2.2 plus expenses A budget of $3 000 is established that will not be exceeded without prior notification by the engineer. — — MISCELLANEOUS Percentage stipulated wider paragraph "Salary Cost" is 37 percent. EF! — i Sernps w ed by this authoriution 11111111 be performed in accordance with PROVISIONS stated on the back of this form, t e ApWowsd for CL T Ac epted ibr CH2M HILL NQRTHwEST, Inc. r/ By Title: ia- ,� _ �'r v / 1 ♦ { Tale: /�. ti-,- ,�'t-G'�a�r' t�4z.4Gr..f f,•�_ REV. It I76 FORM 124 �A.w i;-eNl 17 it\1� SSI i!I I CH2M HILL AUTHORIZATION FOR PROFESSIONAL SERVICES CH2M HILT, OFFICE ADDRESS 150� A n ,SSL� bel Dete �a�t...�h�r_3. 19R0 — _ levue. WA 9A004 _ PROJECT-NE 30th Strgjet 16-Inch Watgrlin NAME g---- %IOJECT 513199.A6.03 NUMBER CLIENT-City of Renton P ADDRESS_ 200 Mill Aven South hereby requests and authorizes CH2M HILL to Perform toe following urvicas: SCOPE: Review Washington State Department of Transportation desio of 16-inch i ._YJ3 L€rline on bridge structure and connectiors with existing pipelines --Fe"Ootmend Wdifications to design in letter format based on state soecificatior.s and drawings Provided during meeting held September 2, 1980. 8 Vis t site during construction as specifically requasted by the city at a later date. -- COMPENSATION to be on the basis of _ salary ZD1 *roes a multiPl�of 2.2 Plus expenses A budget of S3 Orin is established that wig not be exceeded without prior notification by the engineer. MISCELLANEOUS Percentage stipulated under paragraph "Salary Cost" is 37 percent. d Services covered by this authorization shall be performed in accordance with PROVISIONS stated on the back of this form. ""NOved for CLIENT Acce ted y � P !Or CH2M HILL NO¢THWEST, Inc. BY___ !-�,rf' ( r.�i7.'ILdC> A Title: ra i oa./:' �...; /G� TaW—,: �{"Lfl!Lc ' 9/3 fie?& `' REV.11;76 FORM 124 � r -b�7/vZ37 SUN39 7► 'N Irbow SVVM JgneM1 � y ur.N sN/.I•r.o YAW.'? 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