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TABLE 2 TIE R00 ATTACHMENTS 'toot 4r•,.ww a.y - '..Yrt r.y Itr r• r.q .rn M tgnu,tit.11r la. ]vr�urt•wN ww :r wtr.a w.a,.r too...e.rw .1 a. ao br.v M.'r Y) l r•••. Nn N1Fa LW �Y rr M I .LL4A 1 H root a woo arf..I arra N.r :yJ•rr�� yi L4• i.JM ._. .tY... {•��fjNl'rYLra Llw :,A �� ..I,ff__\C'((\r %i yr♦try 1♦.q r.,r rra r row.•rrrra.rw..Irlt I.n,w y.r �.tlr rw.t tool r.rYvt�r w rr•w r It �'� •rnr.f..41 . .Il•.LY. I.W.LYIII .r'rrrr.6Y row,tl t.nla rr tar•..a.Y ' iF64O M161. DIVISION OF HIGHWAYS $W GRADY WAY • yYY-rue � WastlinQto� state BRIDGE REPLACEMENT to I-♦oe-](us) IV Erf ptrtinm} of Transportation WATER STANDARD DETAKS sl101 lliR AYIOG .`� �Ml sw[n ! nw Yr ra`..rlwrraCw .n GENERAL MISCELLANEOUS DETAILS L ly i ♦< Loot. IINt H w..w<rcbn .woo / w. .Fn\. �R[wnw r r+Nq• VALVE OPERATING NUT 1^• I\ '� EXTENSION DETAIL lw«Ia..l } In•rt tIN+ \ •/ �.. y ^V`..«d.Y11 Y UYY h �• 1 X� D(TAIL � t 1 --' 1��T < eN•ow tit•N•. :7 I PLAN ELEVATION 1• WT4'TX. FIRE HYDRANT GUARD POSTS --L:ym AS aallm. 1/I'Hr.nlcdtss - I .4<(]Htlnd N(Rbflr<On '�.1/I-ytT SCry. i 't Pl'W'<.fl ill r![.I0.[a•..Ifl[t i T L<I '11 rKw:?i.ftr%nRtlIN I[ � ■KtJ HI.too. .��• '-.Sa .tAWRRR. � ' xrn. m as Vl.r N tt.Irt • 4r.boo l-p w.. d[T%T i0 N IL J3T r A'= .11. '. AS c C11 N:Aao.tusT:c •.m.ufn GENERAL MOTES THAT :aw.rm r�N«N.11.1[4 T.1aY. !!li Y 1.o-., H AA-ogl p l,iII. n n;R x. SHOULD BE ON ALL ,� yi N.f STlni<tla IY«q -}. Rrl i. N•.•NNa d N IYapy[I[ylf. II UWL. r 4tW�r4 YI.1 il<fT«}•L/d Y Y�. Il+q--He :ro•.H.•*�.•L WATER PLAN SETS • ) :Iw.yy 1y1y{ r A N tN.t.tld fIP Y'E•n_{ Nrtllp]I!MTIK M uY K N 1F.NHta..ly M fYn d.t.•l. Nta(W".ir! W40,'Onf •iN N. .I•�1.. �rtlwnpt.fµaY y YINHI I..ww If.ML 1, fll M YtHblt,All Y q ,YNga tl'NRl<IH. ir(wy 11H 'p AAA*III,N•JY C1.1 yI.qtT""I,,Nar<N/N<M<!N I.M.IyW{NIIIN N'N i �' _ •.woo:aNmw VALVE MARKER POST wS{•.Nrr CUT n••U...r. ELEVATION$ I. 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M.N;r.•lr aN .:AmutAs.l NIA, H Y•�Rv rw Y p4 Nn«uRa FILL srt::amlmt. w[xN•nH,, m. r M"'II .1%"I A(ryf' I y y1 R n, INN[f1N N11 r YNNIIrNr.a..NgfdbRN N M nt N 4{N. Hw•Hue TI w I*A c r <O iNLL It s::wTG a.1Y!,K W11pF It wll N{Y<NNiw'y.Nydtf.lNAA b 1<.y N Nll ltf rYra.Yr fNE HYDRANT LOCATION IN tlu UaYKruf iKArid. KSTA.tC m Y N.i.r N.NY.N N<M1111.,.11 NwRN.NL OUT OR FILL '+•An %1*:K an<fi[KI10 d Tr ,r. f vNw a NN1r nw.:r:NYwa.r H..w•H.�IIw<w W<.R [�N N.rb iq wglH rl•a wIR wf.nf M.w14 ootool..[r.rNr N r•NI bwlr. H SH[tti[I R mfffta b wltt m.IN A...IIM[IWI. • rN.w.1 Iw r' 9 r[G uo HWLn=Iaisl DIVISION OF HIGHWAYS to nwr f-..r-ahr) //c's>r � Washington Stare S.w.GRADT Way �� BRIDGE RLPLACEMENT ( �I/ Departrnwnt of Transportation WATER STANDARD DETAILS ts.••os I ...1, __ 011TL 11[Ml10K [t <.Vllt�i;-nn r_�� .3RITT6 DECNLORINATION ••- E r ,_ $�4 TREATMENT PROLE s AMOUNT OP CHIMMC if PW.MW @ sa•soaweuwewNwrlrwaas.v�or�> sn.ruraar.Nwr..raa\reraew .ww w+r w a>e\Eel\SYr n N Ow\M•rr.fOe�rT.i• C w'f�A>•e+eYa n iEfr+)TI er•>w el N JF•d rOwe.r '+r YPw>OWaq•Oen ar.s wOw iawr++•l+v sr'elr e.NrNN alr�wwrEOr �� U/[S.D[310111 -moo r"'Ibi/1 COY.mIe��>�w NFal.a T(RYIMAI(YODIII[01 Kci W •'��`[I� TA/sl 1 0 OC•ar•+Im cl u 1\slwl a MI•+r'rb• •14-[e\•\r.•n\\. IY.\r Gns+.�eesr b 6rl+alm Gavel.el NeI ACwa�aEe�ea\1E w r[a M Lie.le/w AeYY\IAI\aE/ANrri RYOI Ele\ea bArw Cvvwbee 1eallw ba+w \\A � _# +O p>nl rb�yeyypal S/Y Iwyygy •o es en a�• Ee e. sa as + r u e• o•• i CLVo 1. .II.Ivi arm.36EIPe1 i sr fsre..rw.ro•w.e..e>�>w aerneu>+ _ � _ 4Y��r'y PCri rn?eOwrq eyy�C>JeV P✓•T •�� '�'^�'i� 5�9 al n`SOU 1 ww•Myr,wern-q T•I a>tli N � 1 l'�^�' �•'IYMe'm fn.�rw+•i+W NCrb'�I� 1 IM'i roKMbr'.00 1 ( f0pIR1[lfM) Tie ffm iW0 M\rTYI[1 LOCK SUPPLAM E\.Y.w � �\�] � SV•C F>Ii•rl oars aewlwr an Y eTery w Crrne+r I\e w Ryy>e ,\ 'F`.. aar\e.w n a cvs.•�.r I.e my••.�co-w•w. /rars Tarr ^syNO\IaO eTVe>e.tYCb+ru cynQltQf q.V r(Il W1 TO eQpayr>bj.yJy s.MSpleF iEPW1 k1Y 11DI SECTION (.\1 eeae.�rrq CMrY b AI 6`Oe C ma) S CO\W Ian W o00wY Mc .•\ h gRllr:rarwav+r.+.CN...ow\e.a►• JnY..vw Gw •^e/eLL wcOi.W+b01.Obe.TY++rOea lti ba nY — -aM T.•;1}\ID b N aPra•eI0 A M•e O>�OY.N n rvlr a�I�>Oe00•rG+C!•t0 i0 f}Jer�N ee.H m % N+a *oe na eer r!uaser r w w elao.•rm G•"•71 Camrr - >OasOar.wO•�eec0•s+.oYMgrvNTN 2®.E aueew �O.Opnr�w(]Y.>er��MYn NRa..r 5•.IM II t •S.`L+Av$1At6e1 �� EI~eat PBOC- S FLOW DIAGRAA! Lb+brra MAR RAIL PLACEMENT r �>,aq I OelrrwR � � AenYT � MOT[ �ti KY��sSN�ttIROIeL YeIr IEIeYM. ISM eReal �m �y � I e.(--iEeee a n• _ _ t i� ;i \f•sEE � , f4 mE> _DESIGN F TERMIE AL (MOOIFIEDLECTtON BUFFER END SECT)ON eYa E "� 57 FM NO ar an a) DIVISION OF NIGNWAYg e - 10 re4o I gm WasMnWan State g W GRADY WAY T BRIDGE REMAGEMENT Ewe A•_ Q W75 DEI;.artment of Transportation MISCELLANEOUS DETAILS MY ADIL A'tOaE `�/ .e 2+/IIl 3'•b) Ott R[v1s14 sr 70T m-4 i :�S X � •tRt. S'� o g} yiSFE�e4} ,E�sr fTK aaxi ,�• Zia y5G5 b ��yys7w fZR, 1;! t iS2 Sr r o :"a 7o i L''C S, E '� � •n ° 'p°6A � 3 i T: •' .. F .Y.�r . aSi•1 T.i� • ° r,k .. re ~tic SS^ x '� r , lii J w .'�.+ - �- •F rFYW14O t)MID4►V ft4FM1b ' Er JI RGNCYIu6 !•'YllC T•AMK uww } �T. 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Wr.ra.•«i.: TABLE 2 TIE ROD ATTACHMENTS . .Lr r tr..r. I..•tom.=.or rr.r r.n r •......na IV•�.—:.7.f.].]ra ay•.h raaV{y rrr!ry i• eY•. r y rr rrs r(�.,a rw..a'.s Oar rrrwM arse.rr a.Te M w•.r..w..w rw • L•C afYrK rY[ rr a.r.r M ati.r..T :y1•+.fl..w•rt.— y/,Cr.. '.ra 1--• i sn . .1 P ra. W r•iwr f. -� tr r a.«a e«�r.•r ur s.•P ar.ONW Yr:•1•rra/frV.a••Ir.fa•lra..araYl.I.a1JY ywr_err.Lrr antra.alraai r..N,Mrr M r ar r rl. •.�Y.y•M .s.r]r rara.a.«r r•.rra r «r r •LLJ.LP.r.rN.•slip rrrn •••r r.era rr r,rsa=ra,ar.�.n r +.. 776 .Spar rc¢•W rilDt Division of MIGNMt1 S�,�r..,.�rP, Mr-,tif Am Wad*, "^' swe BRIDGE REPLACEMENT ATIV ��'of -"T WATER STANDARD DETAK.S C]t7� � nY,�G I Ss0 ,4p•(aGA ___ ;sra a ��.� 2rirl3 pa YOw. pR( 1E i,S.✓fr a"r!•a tY•Y1 GENERAL MISCELLANEOUS DETAILS sar calla Iw.►r rlwm Laa{R ..ar ••ruw,1�1 w rwr LNtrm .aarsw w■..aml Orr«rrna. / W. , na.r r rlNwt VALVE OPERITIN9 MJT a�Wool, fs "I !%TENSION DETAIL �� ,y i.� [• 1� 1 J 'wan/ r•' ' i i t•pu.f. / w. ) i In Tr«rn 1\ 4r4•r tocaw. i"i. SE[ KIM { 1w +N.tt1.r1 •.L:rn n.N u.e�I.o. tY1f N4,.i:WL N i', t wrr w.• .)Ir mL yr fl.. rlgzrss.-� PLAN ELEVATION tUcn FIRE HYDRANT GUARD POSTS to a[00t1010. i Ilr.L, MICP[tl rrw]N.»TIC.4T[.•twtr Ia„ va'Sn SLr+. I! trtr:•I1 at r!vf.e<-VI'Tm W N w 5 ,of' ,•I'rt III nv WIM,ItMIrO u A1aL. I.nInIM W To r..Wollo N 1sn ji K..c.ar e.rc+s10.to vr• .... w.wr»N. : yr Win. i «.I�HI1.nfl •nn.. .0 tLZ6ITf W ww.r A. tIN car J•rt.... d snu Sim s.a;,1r IMII Nn GENERAL NOTES THAT :<:rn o•7.,a A.nrc.nn.rutr '` .IN.•m rrr wwT IA.. Le iN.I-II 1.»va.. N SK:;r'ro r Ml[•..rl.t N:r n. .4.,r."1 41.•a IIr 1..wr I.N r•»w1 a N I..r.t0 tacit. SHOULD 6E ON ALL .:not f-Va lm win inn.1-Iw1. M..ri. f rrt w.•.s. ar 11 sH Conk"•+..n.al.l WATER PLAN SETS tuns Y N»4.[1«n M LVY I n.n, M[HN..Iw v.tra rRs I,.,r C. •)'•4. •.rtNn�..r•!LLM N M4f[e 13oo.. 1, III yn.C4,I WII o•.4Mgr o t[I....fM.K.IIN• tip VALVE MARKER POST nN1 N er C14 N w H•11;/a..r>t r LN'.Ht3 Wslw N n.I CUT �. N 11In st«brN w slsllyuli ... o.,[r•.rN.. ELEVATIONS j. t. n on,.w iN+�4 v tw ry w h��.L<IN:4i.i w i s ) � .wr.I.IN r erta.srrl. /. f f. u.rN. w[WI LI1C.l1} j' �TIF.H:!JiT .�.Y�M1 N[. I.K'!4If. 1r1m .wr«r.ts.; C11N Sr tit M.w SIYpN1 Y lY Hn�Y wN ,� I.N HM4,J Nt�WI•�1 Y rN.I.L.,I n.�r1.111Y n w it(Iy 1.W wt ynlN ol,iN 1 1 i 4/1. - 1. III : IN 4 N 4H w..[Ml I;M.'IN. .1 .SIN�.N 1. 1 N.[ILrN w M1 llflwr,[Y Ita soot o 4t1.1}, je I.tl I•t1•ty.ln .Y�///.�� « 1.(N[..,•f.I. All II.T.Y I.f.0•J N.RY."I I's N.IMati :NLJfb »04,i�.'�• Tj'�. t L[Nrlt 400..1 Ijtr }M41N. m.1 t..N Ij.`I t-'f./Wfl Y t• �y J .r� 1{J✓ ,4.Y r •� 4 nl.pr Yrw ya f,L.Y..N.r11I 4 N..Y,...r.1V[N..N of •..IY YIN. IIl..1e.1.II..ay.f 1.1 WII N N � .n.,Y N Y•.111.ONr•I.o,rY1.low,rt[. ..n NiR wM.[N To N Ioton,.9 Llw. [ -1r�""�]"��'J! s• 4Y[[s:H Nrtn 4NY.w ..V N.,{ 11 N I.IIrI.M1M/N nl..rR[.I.,NU.W4 Nb y.TTT�S ti a-yn rgw. . . w.R. ., nL . 1 t[.tl II4 b.N fi4 J_ w14 [:{t.a.H. .yH1•.f yf.MKIHnt•.nf.l IN f.t/N r.V M•!I WYtN$441..14 NNry�.{. .. IM1M.Ll.n.t MIII M 1n.I.Jy t It l qI[. iWl LI 4..TqI 1N4[L./tM Ci[/N».W. Ait, r..Y•N.[1 wN ILK LLtl/In 111 Iryl0 .N .r.N..y�.l,"Igyp N.I N[14 nll N..Y1..1 Vaftt .Y«K '..-w1 I.,. 1 I.Y'IIt4 iq r. J.... ^ I. 1 O'L�IV%tIN[NI ') ��i ,r111.W Y 1' 14t0 M • I.M 4 HN[•Y.F MLrt.[rN.1)I H I.NIW1 NNIY Y/f L It WII M cN q�bKW'1.wY14111 b.rN..11 1 IIN H.RrY[N.[.NLM. _J FIRE HYDRANT ASSEMBLY N j ML.I_»/w, t. 4.bpin o, ..Cw %- I: N«t W I N*^ 04,19 ..[YHI.iM M 4.C14 N INW. I"'lot •.K'}IMM➢[€1t IKIf 10. ry e�sn«�N«•"1"IyM b N.4f11YN N b Clt. iMNt>wI.'Itl N M41tp nn q QI1t N NI N[NN.1 n4,.tIN W..W4lI b N rAIIN N YR Wto, M ).b1 Alwll 3 m1pM N N t114 I1..u Clp.NInNIIN. i r,LL snc:,:w n:t mun,"In"IN n.01 4 y Y 41w I'I ils IsSr0 r HI r tl. I+HAIR.,.Itl M.."toot N.INwN,N..w I u1 Clu M wl.w. Hb•4G)s 10 r.[ I-- IIN tit moot. It Ib-1 N too tell.,..IYInI1.4•1 Mu,W all,"NNfNt FARE HYDRANT LOCATM IN WE�i1C10YJ L=TtV of w?" IS.IN..1.N.It.II Ytul4ly.H pNfN[ttr. I CUT OR FILL iT mrt..la r viia�.l'mC1u't0is .NtN w 1 r.1..Nl.e:;"'I•.4rll...N tot", trrH»IH�:•:ro N MuNN:q Nm n.r f••Iswe tar. DIVISION Of HIGHWAYS _- _ MfI-rra a S W GRADY WAY f rlr•eryrylq ��' WQS�IIf1Qf0n State BRIDGE REPLACEMENT DQparfmnt Of Transportation WATER STANDARD DETAILS Nqt t«iR IW�L7< I a-Lt 1 ON lEvgwN town DECHLARINAMN a 4 awla e� TREATMENT PROCESS ANOINT OF CMEM"A REOUMV O,Vva.aem l,¢OMaaP Ov a]r4aaaalO�csia 1T.�Ou/ev.Vnw ob��wa�'MOIMR,V9M ab MIti.V D/nO.rf[NV.�n p.[S.YV w.P,mnem p( awdanp,YaO�•bPl+ !ns a^dvvaas dwwe nPaaw U][L.0(]I(MI !N gyp aP vsPs a s.r+v.rm ara•raa s.res w es Pw�.aa br.itlY er or w Wn a.l ab]b rA T(IIYI 1Y001r1[P) ww Rlb�r �.dyao ay.a mra+�sar n w as+r+ xc ON!IP( :s,r.ru asps-mP N,s TAMA I i l NON, ' !WisV 9�'M aY'VIO tY PP/q d To.a�Ywv�0019b bM(b NwaRO ' , f.iw iaOY 4+MaPa� POOH O+v..favisOab b(wY ® a ]b rv.s.r.Pr—me a�s.a.ms. o.s w(rw 111(la[/Flaaar.l sbaa fso�w I _tQ Caasem a o. an ea n Ps u I � 1 10.+R UbT00Iw[IOrt i p ,( PO Ou I �R00{yU•p CUO[ 1 IP r4 a^. afs � S•n.M.L O(1RIr lLnO]I w as/as• (Tare wY VI P14a,]Y aYa^9 M."J Y]iNTaaT 1 I I Pwv vr(n mb a r w�w�as n s...unm v. ' CT/�w'A Mtl>tlYP•D IV r/d iwi../iY er[nOoti ,t � �F� �v atwa[ sat,tlf R1I EA,Ribs tAAWINt I AAPLr—KnDft LOCAL SUPP TENS t w OOb( \ Fo a+ss o-onm OE]a]a,ar a e,sd.sr.e n awe+W+rs h+was N AsvPas �, wvw,bP r n•ca.ww.wbr sra m^G wr an•uas ]7P 5 ntb w.aq e•ievsf a•an d•ay.anem ut"e r Peon sea vn 'w.R3T3t v!; � tMt t,/t1[t F T(AYAYL/M10MMp t[RWA (1b.M wlvaea.rV awO b wOY m]a d wa1 \ � \ l 4raM FOl,lltb/ :ate GM.oa vc fa R aya].rOs mnb.wa a»d+v.rsae r+ qy none vw Or.+ rlbresol ti mnY.aa'�a.wbe a ncawn.nal( r*s sP.7 T. bTea O.e.ww avNOla.mwa+rsnr4�• \ '� !oa(rs d cFvd•OPr vano r,oelear�nsll M rse.s _,w„ CorP+re+.. -� ti noa Tle w s.w a Psov.�abP n ca nw awnarnsar i]n IE cma cosv.sm w u os++ne<,•!s9ba s's oavP �[ -a.'EnAv O1](ii.4 ' names b Va>r rnsra r•an a.oar+ fl[I]A IJII[ PROCESS FLOW DUIGRAM- GUARD RAIL PLACEMENT av.aa+l WW ION KY ViW Yl [9Wv4 CF 1Ynf N] ,i1xWro RY CPr,y,rawl t�lR b a Q+v.aae tr sno.wq T P ; it DESIGN F TERMINAL MODIFIEDLSECT*-NL BUFFER ENO SECTION 1 ST FEM AA NIOJ. DIVISION OF SIGNWAY9 SRM-Izz( a WasMngton State GR REP' -ACFMENT WAY upb to [,tsb, z-Ms-3(13S) BRIDGE GE REW Department of Transportation MISCELLANEOUS DETAILS tYEaED •,••! --- P"J.EMGR. R3M04 2C ,•,p'( R(VIS1011 41I 1M o(-scv Jul I ' A ax A . I •t I i p - _ - gyb t d :!' YliT �" Y:�. T•4i=^ � �� vl Sgo �•'� '' yd.e 6I6r Zany o �y Sm y'"e iosk :. L�� GCS: �.',•i F. :�� '$_^A ai ti ie'= 7 i a+ V�� r •i: y �F FEWIVIN4 teuF�t�lT fTt�Hl.O ' FL'J� ¢GMCVIN6 M'uT a^.TfiffKl.JIOW 1 wv. REwCv.6 F•,N'F G T ft w941wf A f YI_�I j Y 1.F Rt4•JVIUO 4�IM1E FINCA V Pl . � WN CLWGnGPGVf FIy[,1N4 TPF wp\M KspwaJi.T Tl4r[R AVfp � mu x.rcwolua rlWuo r„wLr WN MpMO�t c)uClit[ MV[YLLIT C S% •j _ _ ' 0 ANC'_ ra`lll'A ,LfpNuj 3 • C!MlN7 CON [ETe Y' •di M fN Y L.F Mt• nu0 OYTt\[ � g L f Tvv!� ewu Te.Fnc cp[e 9904 lw 8 --- _ — L.f nre c pacK ratite cu[O R R va :[ Terwt.¢r NlDIIN ye[IG[. D 1Qµ v Z L F MMT STGIP 44 i ' a• � S L t 0.lSTC CtOGfWLK �TIIP! "`, ,4 — lIQ1 iilYllLt OWO¢ r T. •. '' I ' �,,: � � � N � � ' EKw �LLST< T¢cFFK 4¢¢OW lJd � 1 L.F PA:NI FO STOP 9P[ I i 1 HW pINT:'L TRP♦%C AItCW < O � h h h o ♦ ♦ s i l♦GI RMTIC �iftG LeTTe[ Qi a S UGN PLASTIC T"PW- WTTOW N I' . � Y x 1 I tuU0. LW!uA(♦YL TTr[ I 2 $ I-- ' i $ � V v # sr ClRENT [aNCliTE *QW^Lc N T LE Cw kQ L."FU" T"S D I' J � � j 'Ti1 RGCR�ttAl111!lull.t ` •r\LL FOf. CRFR $ E � I Ol CGTl W�Ntt WA`1 -- ElW REIl fLT ltlf Flue JV4RPJY LN)% 1 I . t I I [ N y to i 88 . r . F9 ! _ t 1111ff77 P iki a y ' - R t! `a oYo • m v a i III • � ., � , 111lNIIlIn111il111 mill Hill �IIIIIIYI�■■111N■1111p1Ap11iHi1111111nNIw1111fI111t11111ri! q�lllllln 11 N ■ IIII!lt11l11 111l1NIg111111111I/r1111i1 fall gIN11111111Hi11lIIIr11ItH1rINi ' ` IIIIII IIIwI11ig1111n11NN/NCIIIIIII/lll IIIIIrN 1111111�111■IM1111n1111111N11 t•Illllrnl INI11 I■■I n■fit 111111111 �i11111 ■NIIINIp11111111■111111111HU -i =�� INalIIIwN IIIIII/I111111 -I �l� ��t■ 1/r111111U1111111111 I/Iaw IIIw111/IIIIIINI/111 1lNla 1lnnllllllllllillll �IIINIwIww ■■Ip�■pillllilrrllli11 1 amIn1111111111iMIN A■1111111111111111Ir0 ®Main ■ III1"Hill 1111MIN �IINIIw 11111IIIIrr�lI11111E1 ml >nI �t1r1r111111t111t111N Ri111m11 mr11NQC1�11111111171 • ®II■11Niw NIIlIll1111111l1l11161 rli■Ilrww NI/1�■/1/u//IINIII i w111l11111111111111 . 1®ilOrlll� w ltin 11111111111t1111t111111c1 . �llli r1 n�mll OKIIIIIIIIIII1r11111111 fGlll NIIIIw rr Ia11 N/ ■p111111 IIIIIIIIHIM �IIINIIwa �1 �p M■Ilwllq alllll/11!! 11i111r!!1 IINnt■w I�rgN111111wall1il1a1111r111t11C1 �III■1 Y111aN11lN r11r111I1/1111/ .Il111�11 �rNiinHIn/111/11111111111r1 � iailiClgltl■ ut1N■IIIIIa1l111111111Hill �IIIINIw■ II011■■IIIno 11111111111IM ®IIIIw! r1III1/I11111ri111N a +1111111 aM1URI111111111HIM s� a Ei11213pW Ip1�1111111111e1 , ILM aINCH InllillllUrl I� ��■�IIBNI11uI1�IN1 �IlIninal plINiURI IIN �IIlE�O �IwE:�m11�i�� ia11iiiiiri111" � Ilnil is Imlq ■I■Ip111111111inNIN IIIE��Nm Kim -1N111t1111nA ®Iun1r11■ i w111oNINpNn1a I1e7111�111 ®Itlu1nl11 lE! N� wrwuN1111111111111M �■■ ■o GNIl mill 1i11I1t1E ll �ItBOIRa1 1 11111111111Hall/1411111 1 lilliilnit! 11 ®11111111 am 11111N1111111 1 �11in1111Nww11■/ glpl■pN■iwlwml■111111lur11 III■Inaialll w gplm■I1Ai ll!■Imill IIIIe NO in ■1/ lllmInwllaC ■IIIp111N1lillin�l INIIIIIIgINW11N■1N MIN 11MI1Nitw1■111N Billing lElNinglwplfuel Inpinlwt111G1an NI/111111111/IGI 1 1 Art rrr.err .rr r_] GENERAL NOTE! q ufx w.l:a.1u 1 Or W'whc*w+1[u�uM raW4 wt]waf•. LEGEND far once qi x rr`._Ir L-ia516M) ^ � nu •n,. wr e t um]o]A a qeu.r,.Lwe]gt.Ter rrgne a I.odrsn w o.rer r___1 n ��. /_ �---- - --_ Oa aarw ruJ mr•p]uwA+eroro ngaLnvmnorxls �� .... .r,mr S / 4 Ai,rT ea m WYt Wq mKVlr n1N IDfLgY IMF wTarrYxRo �� ri1 Y rvaIa ar nMT nwll q Twl W mr,NC,MN e[u@ILG •aeta,tr 24 x 9�r f p a.W.f.r \, _ 1 ' ,�►� l0a Sr wr1 fit• % ] F-^�` \ �� - s � � �' .- -TV GV Ik -a—cawe••rt a�r3 e� 3. .,, .l` .c _ eF N� aamrs m .n•rr -.. AG�g ] �' ] --"�`-� Y Y• f �� II (y!' 4 ' yl lLr],"A •a0lefi 9L ouV y ., •Q All,. N I •23.53 12M UNEI E� ._ - ♦ ] f ' [ .03TJpt00f• ! i ci u 1`.1n1 0 .��]. // / • u 61 7 WIer o \ •e ' .. ' 0 orr ewe GUI[3 CUMTl13LE ^. . •3` 405 -wW ar ro•Aiw M• L Vr : u �'l•l0 •) 4 �/ s e40`l4 9.1e4a 3 T . )i Nl 1 �, wr R-a a io•xYf) •ir Rfr• pi a )3 O. 1 tUfb • / ,,,a((( O uK+r aaere • ie.]O.SI ii IIL •r i Y i VI a! i .{l]3 ]O. at I� ��•� =�r��abnay c�Y • J.�•xI at ��r•1)r x.3 •:7-"' i).xra v))qr N•23.00 SW GN WAY1 Zl 1, m :•Irpr rre .Ha fa»e, a )r and N•r o.x)x »nn rNe,rvarm Sgfra r Y m rt «.I I 3 16 )a IH o So qi 0.00.00 WNSTER R]LO �— K low W Solow )r• o �Syaoo )o oe qT el Yra •noo ua 1 1[.•xro as "Lt ,r'd» wad ••o wr aaoo I CURY4 TYLE e •L•aT moo It H•ra 0e P]d 3H 13 LI +•r— Sar•Ow Ylllr 0.iT •Io qT u•a•N O.b a34• INa• in0 a[ rr STa Q q L T _ �� I o.qN isooN iK Y w q •.M» 1 r r«•1.tr K•S rf0 I 3 rN 11 sine Pwa •v Y rAr~'A" , ) n•a•» tea T u•• - i•,.Ir w - xfe ] r a as w «y K wh AS a!2• aeLo u•eaoo ». Rl p - r ar )ae r ao o �y0 r•M so Im s[[ ri 1' xn • [ i ! ,i Q ' a f : s`' _~ i i fdve Ir-toasrfw N 51 3/10 s L I s - I 4x in taw » _ nr 1 e ox r i o I. .i pm•Caw I 1 SMrt1 Si�3m. �bC��. E1�3/el11FaT,0aYeCTIGY� MOM. e noao + !.1 ie WlB•ISIM.{ONl FL:9 wWHaT AT r /L 3 s/4rgpr WtaeE4 mm lNOTx sTv Wr t sET vlgT] LLY IN iNf tp:TM rfS i Woo f I as tIM�dWrN oa[as rNF c[xrtlr M•i a 3/E ,»_, )a-Ir. j. = -._I- I - I _ _ to FECT Am or"A" ctT!'r ",A. 11------------ 'eyia _ Eu' o ++TtTaT a �`eeat" iwtE sEEr � q At EI TIGN,rNCL.XAoI iao C T ALA a N- It Cy. rIrWEA}WN bIE MlilalW QWW CITY OF R[NTON g4He., a• noes. woq.• s e -o xqt - o La T l - •om L.e4—' �fra••• 'A..r✓ SW. GRADYREPLACEMENT WAY i + q s BRIDGE WESTRAPPRp CNM - UFi8 COMPANY - --a- - - ConfuNuq En3tyere aTq Analf fr •w • "' _ l• Seattle. �l:INa SfKOLa )Ca )Na CT ah CUR! CURVE TABLE .y T C•a Ua RT)TA. �•� PC.SO. R L •LT 0 ` I O G. Na L a] a w.aaol a r a• se.n! a U �• u..aN a.Lx LT rAaLt ar dra i I V Y SW GRAOY WAY PC • — 3 ya ,r, 1 I ..f tt N II G m lu t • �RrTy gpEaE� T 3] W.1]SM!GRaOY W►T• u�ur Lu[ C, 3E9NU &IIOGE I.rt.a gp[Ar.11RRr O•lSAO HprfJICRE3 DRIV Ta[ E f.a w.w•rt j - 403 GENERAL NOTES fM PLuc Oi raAsnucr mac mM••.v. .ouuu a.L.a.aT. 4 y Ot [[IA ALI OR Rf NnM LWY:M.raRMYa/L➢RI IKLYJIT➢ar of 4) IIi ) YICrq.N[ra.K•I.I.C..W o N! LOCIT011 F! Y y OfT[AYLO R NQr W.0 O}iM Y OTNT.ICl10. -'�'K•va- •a M O wnrM N Ia0 pR •I.M.Y•IE Lfw[Outt.Srl aMFi 1. •�'v�i., $iiY.. .4 i1wr i�a _ r• ._ w • P _ x a R rc EL'TI '! amaa �' WN Wa It I", —26 as 43 y 8 - I �� I 1 ♦ r- R4 - �r. _ _ C -2 INLr- taco am �� • : _il f I I �'I s=�', I _ _ S I - I -I ` � CITY OF.RENTON I I '!.}'I - sAP.Rruwr a •uaue ..... _I_-- '1/s'. '• ] SW GRAUI' M1AY MOGE REPLACEMENT .0 r` ' EAST APPROACH-STORM MANAGE 1 - try _17 _ .r•Ls� A 1.••a T23N. R.SE W.M. T� r Veto 8 • :-.o[a(Ylf) oN SRetT c-]. "woo omY Vnuw AWF"JEIo a ( (•"i✓df CIYSN/D fu1IKlY•r 191- ��+YO• 'JO.-�•.N 6•WTI VIlVG�0.xw7 •93Jr7 or.CL4.(TJ) I b(,0y1y itxr7 C.t TEE �` -�Nqn nC11,C �L L••� 2'LS GfuJl 7GATe vALVE wx0.) « ; TKL-LwG 00.W. YID "/-'• 1,. C MII TR &,,CK r2•Lt I'M" MJ Y I �-TS 6'Ct ielt'KRT SGiOW I) RNlflST CA+CRlT! L01'ILRlTE rNG- f 3 i I CITY LIMITS 112 1 AA,-K:S•Rwan RCRTN- .r1 $$ [I COOKAfre DIOLKINr• / I 5m 9,ccr N b RIr.NT-1}-WAY mA zf w OYCRNeA'I POWC lJNG3- }. ■1yy Yy .yUCIILl TOIn liKIT►G—_'- na NCR foI!-, b T ' �� qQC (zRADY wwr SRiaf! iLn4 ieT MLF-a•u2.Cl 12 DAII _ I _•_n $ 70 �!]"Yp1ANTA LK """"• h ♦T IO.�d[W Pn IIKl�Cxtln�G) -� WA�1PXAIL --g•�--1/tiT C I •I vIw✓.az•«-fY'es-ice w 5EE SNTM YMLL-XC �� I i � (lNSiWG) u_ ! , --.-.�W-LS 9[l SYIT•l n...r..r.. --- \..a. w-) 05 -- a A I!'K GZI1T]" 1- -"-- - „'••++••••+••• •••••• GAS vlNT WALL-see tl--- �CATCA �:a.. -.w.. �.�...... _ ---ATe ww..�y.w.. 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TnICi°.E56 CI O.]W h 3U vC. a li! yl t 41 A d o•{ r 12 I o JS ssowLl L€ j DET_AIL s N c n Ypf rj I�L VI eMTO W41 CM rORTN 1D[ IN FlfOYT d Z.a 6 O JF P,ER 13-SEeREMP Wi'N CCU DW49.PoR(ATENT 4 4 3 vo DRivE CRI Ge u I a„/ n W a Fc G � rppKllN•L f/IOUND unc -�' �' , RAR.ROAO vls crc Exv 33 -----_-------- p WN.Ir\�.�rT � ^1T • -----tea I ------------- b •�+ `r' yT 1ln ( •. lilll \ illn� iiii Jf i _.n �� yD \ �[� y 111 Lu.w94 T7p EL kl gEl!SMT A W,SNT 11 1 INT.III �Y SZyN�T.t2 SEE 5.1T.W `-tm TON C•aPACI'IY PILf3,TW. CITY OF R E N T O N NNoQ[[EE�� .. wowwT++xT or u•alc �.ow•• $-"ATi M a QC DN - Sw GRADY wAY BRIDGE ROADWAY ME PROFILE GPPDE ELEVATION-EA5T END - REPLACEMENT Or!THE LR UNE LAYOUT-EAST Flo *W11 ,,, -- ,,1.».!T URS COMPANY —�I — _ _ A -- .1 Gme trg Ergm artl 4na1)'ete t Seam! Waslalgtan - <' now .Yte[ 0I wrwry.e Mkm it le e.of % ei 1. INNr, Nimmoi H Ira ao•a...r w. 1. . r tw .0.4•Itw..I ew Yf I. 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IF m 58.9m f KNO 1w. m 62,140 MR.. 24-- no 9Q.6ft ,7 .m ! W.S70 ERSEIS. I. STEEL TO Tit "M SNE&LL"IS AN MTIIATI 17101116110 OR W.M ft, 0 R"K i. I., "M S�L RAW "I"411111ML-COiiMt TWINEADS 111" 41 JAST 7"atill AT TM[ I"OR ONE Ulf-JOERIft p, , 7. S"9%4"" SKE'" KVICIS USED SIR TIE NM1"60,W=SMU IF 00 59MC19W 10 711141, 1.9 -mg TO Tm 'I.E. 7 4. 'it NM WEE St MVMIPD 0 COMITED ol" I OATS W%pM"% KNO 13,01,11,11, INC. 1$7i lle )". (Is.4 0141"J"ART, TRIMNESS) f. STU& NO CWLIM (STILL"CONVICIRATIM 0 9Q%mkLJ SlIALL Is oto To clollottl TVO tit NM -0 ORDER TO Set Alipmemiti. ",A". :AL Bu4m &MING. PLAN NO. 73 , 1 111TIRGS I.-OHM 45. 22.�,z Es" Me 19.0 1.630 — I ... lest .lNlC-LW' STU Sumo CONPMTIO. 1.910 1.," 754 %T.1 S111, a tO,,, STEEL"CORPORATION a CWL ITILUMN MEANTIN a jq,Y 6.516 1.323 .."0 1 11's $.100 1.020 t- A • is 1040 8.4p 4.130 1 —It ISO 5764 is W 18.0110 9,2.0 S\Ar0 17.60 9.354 u 19."0 Is a 1. ... 69.2. CAST ON LUGS TIE PGLT "DUC-LUS" RETAINER CIL4iMP "04.150 2, FIRE HYDRANT AND GATE VALVE ss.740 59"oo ",770 TIE ROD ATTACHMENTS UK 9CAal.0 LJAO i.00� I oft I:mo k.tx 10.m of DIVISION OF 49W Wc*ngtm Stcft S.W.GRADY WAY f IDLE REPLACEMENT D%WtmeM4Df TMMp0rfthW WATER STANDARD DETAILS WE' — IIM Mltwt kI rat. IF,a miwnuo UKNW PtQ I'•I" Lot, ta4 TO Mtta CONCMTt PAINT .1 tt M INSTALL atM SIVI SA run NIIM That Ed COATS L"It 00K AAINT / No. A3•114. ItKArtlar a NPatto VALVE. / INN } EXT >s� /Ilu wawa I 1 A, CaKwit LA .. d[1� aTt, ME . .d/ INIla1 npl N UKl �`(1/ TY, LtOWt SyNeft Ir UMCt[n IL tuT LRcrrl Le. COATS,aCVIU SIIAAI M � CWAMD IN C•• wla. OIrAAI NtT �w PLAN ELEVATION ii FIRE HYDRANT GUARD POSTS I • 0.0i l CLtAMrrt tA61 Slot 11-W 1.1%. .CON• t STATES TES AST 110[PIPE TO lew L S110 AS S.qN, J'Adiro{ iwx. 4Twr LAST Ills PIPE Ce. IITDIL L, a APvia S.VIW. e" IAIc+AtTW JOINT 19LIT MITI, LW. St"NIt aALVI y[PINC. T.10 7l' Na[ COaICTIMS NTIONAI 'Zr, tL A" =* '(SAMECT." C,TT N SLATEU IPA[AIS APt 1A' RMAaN mullNt W. rim "MAKE To M PAIMP NIA IN CMTS Or PAINT. P'KStt IlVf •AINT PD. 13-114, INKAP•TIONAL IIUON a A"MMI tow. Gat•rN ucA I� VALVE MA GUT TOwt• wwt TOFAEL Aatry ELEV k : waver tmalON L:+ '- rYe-nta CAST lw VALVE WK. Ir Nell ttl IgNt TO Pic. VALR Co.. 1 I STUD t" TOP SECTION NITN •� I I 3 "GSA." USE W.'a UK" TO FIT i IEMi O - EaCMtt KOLr!/O��'I►� '� rCONCNLTI NOLNINL Ir.f.r PINIPYM caun[ uwP 1 ^ r CAST I•AN TEE, YITP F' FWU SIn OWLET e" Url VALVE. IUPOE A IIEC.APICAL JOINT, i llKl IKP $lot 1� LOYAL TO"ELLIN CO, AyjtD-16 aL ,Y WK, I ION NIN III{N1 )•.P'• A" CAST INa PIPE. CLASS 22 a ONCT LL S�F 4 j E I\ININI.".CD Oa TV CLASS Sl. C[ [CT 0.10, .INLTN 1EL AUIK I}4 PO TO Irt T10 j/p•ftllL TIC Neel, LbiTM e[TAIAEe a A" ASM[D ra to fly OU'. tll LJ~I FIRE HYDRANT AS:;EMBLY LLrL raLt tore VALVC YNKN POST S PACD:c s • TN.: a wKEt SWL IL IA' qit' M).:L 'Irt FILL SPCC:r ICD H TN[ rA AIPPDVLD tow. I` RIG, IMLtl To TIN FIRE HYDRANT LOCATION IN MIND SNSLL a SITwT CDRSPICUM I T CUT OR FILL PCs' ,ITN TND Itry (KAC[) AS SSttlr,1 c0. M PgDVto to STATE FEOL AID PROJ.Na 1' DIVISION OF HIGHWAYS WOMEN10 INASM eAAr-Izae CIIECMED Ja ww PROD.EICGR. ._ e3wfols DISC ADM. LgTNAL+ Z /K2 N1k1 D[ITE REVISION 18i APP APPROVED DOT P°"N ::'-DII — - n...I... ..., �A eMI naAN.+.a.ealleTx rnM "" """' so GENERAL MISCELLANEOUS DETAILS ""` be GENERAL IaAW ro6r !® VALVE OPERATING NUT EXTENSION DETAIL t + . .L � 1!7 ^JTAI l[Kd ,Y6• ,I SEE DRUL it 4 As awlpYr A tW CIA. ln' MIN, TNICINESS• .. ELENITICN } iA 1. 1ETAL STKN LEKTH AS I[WINED. v/P qN. TNICIOIESS. rF:r[ N[UTIOo 1111y E/T[NSIOa TO}[ ly,• SET $Mt. 21TENSIONS ARE Q!T^PE^ww. T11E VALVE NET :S t011E 'MN ^'AtE 01 FEET SELON'!FISHED WOE. EXTENS104S ARE TO " A MP tPAIN Of NE "I FOOT LDK, OILY ONE EXTENSION TO : t/A' :alivE a[AS.,E10N'. ME FSEO FP VALVE. 2 1/t' FOR: ALL fl-611043 ME TO Mt MAINE OF STEEL SIND AI WEI, 14 NA!M(C W. TWO COATS of WReal ELASTIC IATCO •22211 GENERAL NOTES THA AS SPECIFIED 6r "(SEEagTtVE ro:NT :0, o QN AN Fa SOVED EDu6L. SHOULD BE ON ALL WATER PLAN SETS :T sac,._. .o*.s I. All .art yterylf atoll AN 1. C"IFreenCN VIt. tee ItM"n+ and FM[••I' - VALVE MARKER POST tlms of t" City of eMtAr amity OWrtrat a" tee latest M•tion Of ee Few SUN",*$ 6n6 SMCITYeae:ay" ELEVATIONS 2. ti1 lxtli" of .1s[ne yto will, NMM to aMn.lres mt �t " AN " IF tmtrxtm • •r 4,1tlll,Ky a Imty tee Mea One csrrfct IKAPM sou u aorta MrM x etlwrANKe. , i law Y"V( Ma, 1. earl w•ter r1a I'm to AN tarent ll.n Mcw, Iron I'" ccof Ill 10 ANSI Ieat'a A-:l SI-1476 ar latest .Mnlea, tnlp....I Class S2. Caeant tau• VALVI LO.. 11 n111 a am seat C"41n1 SIMll CW.Qr. to ANSI A.21-AJt V latest •M111M. IF SECTION.1" 1� Ilw)alma to Fly'IN." or mam. Cal yol.t. IoMU( to " Class C- tECTIr. L[NitV 1 A. at, ••tt"It to As cost ivaa, t~t Mawr. Class ISO, Altos tFirelise agxlh"an drMly, CWfere," to MS: SNNA A-21.10-IE77, AN11 A-21.11.1971 -OC4K I a, latest Ia�taalNil All ll 0,11 l"Join: IF be rcrnila) )atoll er 1 8 ". n ea a xcorson'.ItN us] E 16.1 wed Feel, AN ~•I 1 125 l <mhEY-atIM. Voltage ateerNalse saxiftM " arvairo. All "to,.41r t0 IneeF see miler to saleule A alnllsN,Carr, at 16 mcNt "Ito flmtn Ere". All "tat MIn 12 lacKe AK larger Ieell M at YITM A FImN a1 68 '"Nes "Ito -i.w Erato. YRn Witty cM11¢b Kcuf, 011TUT W[m ad", am to M IMMrM to clear. N[CNM1W colt", 6 All .Apr NAVY 1"11 be "Ill" teeth any FlsdFagtK 1n AtCpnaMf.,IN )M-16 ;M t"Plgt[IMt a1 tee C'ty .; 6rntM .na the ft,h, w State YMltn JMea(rynt. All ara6+.,t I!)tIM 1M1, M Fare I- W trN/tl.te of t nee• 20 M OWT4t smunrf of tee City of WANW. ar LINF. .INOa It am. LIK" 2. A NrxMltrVCtion <MlerfnCN a1F tYMty-fa.r 1l.ly hail"will M rmalrey "v AN Awl," cotr cmu,Ktl". a. It suit M FAN cM[re[wr'1 M&WliDllity to Sayan all Fac" avy Fo1M1t, Aria, to FY1111y CMICMCt1M. VALVE KNPE, aOTF E. IMteflatlM 0I calRrab tt"+, rtor Ferr¢ea. 11Nag M MtMI AN M vkvf MARKER MST SM'II s( A Sra•da r'vea(TE aeeWl,~ly tee CIIy er aortal_ WltTS - VeaiTWL. $AVE 10. All calnMttl" a ww"N w AN M "caiHsMe ly to City 91 AMAN 6E IFTE� YTV . FA:Ai 4).11a :IN'[MIA1:CMl IELLONI AS All wily'" en"rattM aM ANt"ln is AN beMaN tee AN lee cMFKAN, ana SeIC:11C0 [I TA( m(SE➢Yl T1V( ea1C CO. M AN an-tllf ores• u City ANpn"tl M. aeasOv EO taw. TK On! SNALL k SET AT RIGO' mUS TO THE MAJAW a"TA( VALVE 11. INSMtt1M•Ill bex[a1M1laaM by retnAMut•n e1 tha City FT ANntM. A am SMLL SE WWII IN A WE AMC Ap1SOA- it shall M the tontr"ur'I mag tltllity to"tify tr "flit, OraAraMet "Li CONSeICUM LOCATION. 211CAott TO 24 over, 1n IFmce of"cHtlli" all CeoletlKtf M. TN( VALVE SHALL N FEATLY STENCILED ON THE 12. C vww to orbital Flags MM t~.n ets..off 411141011 In For tav-, eCS' AITK ryO !oh wgI`I1S NIT. FR:I, 03-102 (IAACK) OAS tI(C:I!to AI M(SEMAT:V( FAINT Ned 141111 xcff a ,wlp to timl tts.1N. CO. CIA ae"Ova EQUAL. roerverF inn DIVISION OF HIGHWAYS i WbshiVon State S.WGRADY WAY � BRIDGE REPLACEMENT �I/ Department of Tronspaftation i WATER STANDARD DETA)LS F.1ItT net /EEf - EC a d APMOVLV DECHLOMNAnON TREATMENT PROCESS: AMOUNT OF CHBMC"REQUIRED: OeQYpeyllaM1 Way melenlenelUl C1Wti`y rrnlm 4 The nle ,- 4laafry m h alpeYy wll m 11eYbehya W HYln1p hrin Ple A tM en0 N1r1aI14a CNpyra n h paekrH MT 1.aeWTMWn ep•1 of IM V1nnmAl{keys m TRW 1 The empnl d ar C1wn reaylrea The Imp"A"be of agYly "—eiwnraN ew>.de Aft maw ham TeW'nse a ev.Doerr d waV rla ple holm t Thokluo Iman-o"yrrprl fnlafmle CananrMOn m me p0/me Tecnwl peat-=m type Lea Oahe TABU I Tecnn gram- ,Yq 1000 type PO ,of DedeOnfYWt CllptealY Asaw e m f KV"VM is a eoi yrinyarpa Ream. Sa M Wnpmuaam mt Er y I WO Capone d VMp Tarlv.ar pem-1com oape arm dwo avn Chownico area Anlsml AeywO R'smml Now" cho Sonun 9opvn calpMlegn Thgoaer 5mlun emdlele fmpa p ooml mcmrVlya , SLofe lelmvmool a 02 ^U arr A 0♦ 0x on 5o as Day 0Ja w as ow a.+ 50 r a all 0 55 %tool%e►lepa A n a wpnl emu cw d M aecromanm CfM -11 m onfp W er d, a,Near.,m d aeah� enemra�~.n'M" Of ww ~mearrnp a =~ ar armral Vbrlm as eomo to ar.yw tra wnoHwr arypaa. ' APPUCATIOK LOCAL SUPPLIERS 4 earn Meera For SnWI paelelea OeCnmlWeafl mn m ecnrwe 0y odMEpq V1e 6A'1 12 W%l ertl Roapws cNonneya anon m•carminrlern vyeM err eatlmp wm oo+04hroue S 7111n ltaamp ate mw% anmum d•mnaa V XIOm Uwnral emee eoaamn Itenc wk TO a QSl151 p Q>•I•Sa00 ly m d 0eenlorelennq nlenael b awry 10Dey o w1p1. l eawwlr feea e41eee4 Jp�Cfrmtele Inc fp IpVe pmenee.rrn tmftderne4e of er t4ao4m w v a 1%+i Mernle Vr Drw err4eeoral.ey o0m4hlou left "Mad r yce4rmrrm The aM me TeQyly VM To•Sr SM 1p ale oft.00:1 w be eel m e tbemnt mo m eearn e a I Me d qmv am pgn GMnIfM tml'j►V Vocn Wll m 4ea inb clrnw.al CorOpeaan er no. Tlr ha rWe«e m popptUrra eo mel nr mrmmnneeon Ulertuml aPrOr.Umtan.Ial as OYr4nllaly mlJl9r01e ar aerl0a 1W7 N.E.&ekeW y?Mea m i1tM Vl1 a/aarlfleltl ae1V hom av aVMme Seem.VM TN a 5254120 m 1100-M471M PROCESS FLOW DIAGRAM: l dQrlorNnT � OMmcae>ti 1'.plmnheaM fM wip+ti � c ".OnWnmenl Dsfwgem ftva lh ft �1 1 hyper et I IIL�"'.�JII I S DESIGN F TWO 5T4TE FED.AID PROJ.NO pMSION OF HIGHWAYS BRM-I27D 2 DRAMM i 10 (WASH I-905.3(Ir15) r;\7 CHECKED +oe w•eu R PROJ.ENGR. B3pn0!° DIST ADM. care CT no. �� I&M271p DATE REVISION By 4Pf0 A° v 04 OOT'- 221-011 l:, 4YMINQP • e W'm -w•Dt EAU) d� 6 OIRS RV � CASE Z. DESISN F 1 I`� �llIIYIMAL (MODIFIED) SECTION i I � Y•tl 1 I —REPLACE INOW EXISTING EXCAVATION NEYOVED DORMIG EXUVATgN t IN TN ACY,cum t cLAsse,> n,FULLDEImReEcrNw) ll 1' j 100T1116/TTF) 1 RAM GUTAO NAIL TYPE I 1\`\ A �•O i 40E kk E,DESIGN F TE.tMINAL (MODIFIED) SECTION �urm Lw 8 GUARDRAIL PLACEMENT Kiv- NDTE FM SEAM gARG ARIL TENINII.L CE AILS aE STANDARD ALAN ES Vx• _ TOF VIEW (• `, a/ • sNY N0.t see VIEW DESIGN F TERMINAL (MODIFIED) SECTION BUFFER ENO SECTION DIVISION OF HIGHWAYS 1 adft WosMnoon State S.W.GRADY WAY FoBRIDGE REPLACEMENT Department of Transpc 'lation MISCELLANEOUS DETAILS `- 4f� 2E O AF OV QUANTITY TABULATION OR 4 YY p plq a J Q m V 3 pr u V N W Z O w vJ u n r w o NOTE: y F a w r° La THE SHEET fA1116ER REFERS TO THE PLAN SHEET:,HOWWG i w n_ �'S ua �� d � THE CONSTRUCTION FEATURE. y E '3 3 Wn s 12 LL g g LL s O g LL r > Y LL It ra j a 7 yy q bpi 5 W 5 a a w i5 7 Z a ] d_4 a L SM.NO. STATION LL a > L g� o a c r a m a LL ]d] y ,- f J J J .J ,S J J J y W W W W S J S ,¢fa TO W*40 -\D-T DO __ 10119 TJ ,q.o1 164 A00 A42. _ M DRaIto> i2aM - Wb T -IDND-20'h re O.Tq-1Y lT *is _ e.^a AT neu5-at aD Tr a♦rq- 34'-T "'HP I _. N)1--*'LT.(.OwTse aP) 1 ' _ 14.5 Y 9. It 1-4o LT TO 11. 1 INb Ta IT le 1~'AOLT � = 19.re' ee AT luv.e2'AT To "+%-H IT T- 'rNe- a AT 67 _ _ N40-N'PT Te O.OD-WILT 1 1 _ -- _ y7 t..'L t.atP-4s AT Da..7 ,c N••o I Ic! 111621744 1 I 11 IO.DD c.aP.T To canb ar i IM �'.bo Il L7 01 .4. rb n.qo ) __ IOHe Ta ,0.14 LL qp O.+O lT -T. i t 4 ►W bL 2. E ro 'aeD0 1 Is.Ds T. ,D♦D4-ar'PT 1 ' 4 ,E.44 - �'AT _ _ �T D.b Itto to qP 0." �.N(NOu4TeA as) !ao O.Pe (uewaa ab) ' q ♦ ro u. 1 ""Z? T, 94.TC 1N fo D . _ - eke['T TorAI 9c2 924 W2 44 Itt E.N. IAA 67 ` tsTATE FEa NO PP1W no ME NMI DIVISION OF MISH AYS ORM-1220(2 qORA91N 10 �0 PMJ ENOR 83WI06 T. 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Flirt Depot" In Q �' V.� J R F d •_i . ...r. .I ♦. _ C.Y. WA DILMDWCFILL VVV I —I f G. PirE vewv* µ"CRC i -' - �-+� -' EA• WUNEIE 0r! i O f0 rttt I ! I f I . jp r 1-. _.4. I cV. COuC�ffE CUA C ' r _ c _ _ 1 s ;..„_w - - j G Fie NYOEAMT ANW KV O _4 T r,rE FDA al WATEE mmu 6 4" Di 01 pdSS 51 ^'Z o I ilrt FOE wATEa wlu •IULM O x E 01ALL D.i Cuss st APE WE WATEE,wiu It WCM � DfAN. RI. CLAK X D h .�I RAMt MIu4 AND JACKIAW STEEL VI ^^.r - 1` _« 4f CASIW Ic 14CN Do". rn f 1 � + i l ':P 2 oMY cwuE<iiDu .i swill iiiiiiiiiiiiim® i . 1�lIIIIIn11H11NnIH111Nlllw ��d�liN ll� 1llil111111/1�IHIIIfl�nwi/wiwa �nt111n111© - I�ffNfflN_�f nH i ��r Rai - nIN 111! 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I -•-- —I or 4. � a file � \puer l'cNP _ s--' riIS14 Y tt i E 111 le�� R a ] 1 _ OOX ' 4 RM Ar 0 W FII N,NI¢ MI1Ul 100 C.T.. -� M INNI 6 C.T. to Im ftRELLVATION ll� URS CO •n __ C�12 __ I s 14 1 s B seBOb W s e aR OPIWAn ro WRns GENERAL NOTES W) WAM MM-IYIIfY O COMlTRUCT COWL CYN RAW, IACAT¢Wr[MNME[A LEGEND 2-�76[5t � PIPE OVTH rwi 6'M --- O2 UIIIII 1q.[q1 YGLF WARN WMIMIIS,m K ROIORD 41 KIAGO[D Wf pI1CR[ •wr MwAT OEXIST RWLT mmSE Usrm,I1E6"OV[D ON ftln CAtm IT OTHERS, NowwB W � O� 4 U Kull IM TO HARE"M VKUIT NK LOCATION TO K MTEPMNIED le` CORC [MEWaLII Y n rw[T POPE%AT TIN*OF CONSTRUCTION. _ i FOR IA'MWAWE SCHEON , 16LESWEET 2A COWL OMI a IUTI[IC Q Glum\ Wr e PIm I.198P MONSTkR _ j --%oAO INwLDm TOE of non OF PAY 441. < $- I uTy OF�`KWIL�r �— NO K IRARpM rla E P fy I, ro NW�011j 22 Oy RETAIN'" Wy TM E�1ryAM�s[ErR a �•-•�• �[MI�IIINi L 0N.I. wiinw PROPOSED ♦Y TONO •. 1 1 P •, II _.AA o-O � UYMAM[N roll FI, AMCTIM LOP _ . y I ,z� �, eaRDGE R 0 ism.'%.TYPE I, \ ! u F,GEN 0 W OR[DR G 6 LL[t.c9MMcro1P 0 WISE MRL L W a 4% cat RUN ROSS PENCE '9 - •� WIw PENCE �I. O ATC. IAWM ?{ -�I _T - - c a!•�v d ,m,Ki[ 'PEPS S W.GRADY WAY. e II " 5-`- a n Vclly PIPE MONSTER ROAD PI-C ATm 'wNN PI sia Is.moL -PN— WL -FS— SAW"A' SENER _ev-WPR! M_ N!.MI L_)WIRING SCHEDULE v Y RISC HYDRANT`11x W 2C U 9C SO 40 SEE SHEET 2R Saaq�.�o� O wNNOLE ROADWAY SECTIONV4.1 yw'Vc R e40 3i13 ssP a 35 30 -„D 30 a a; Ohl �G° SO x +L ; - -� 3 � - - 3p _ 25 $rW 25 e I a 2999 �� x P J 20 RoODRw UcAVAT1ON lwC4.HAUL ro La'. - v EROT I"CW 'I Ao'- IGRAVEL BORROW, 11 11L '�I W I\ I 1 [IABAN%MENT COMPDCTIOM �BO GY 3 12 P'�8 x e9 Rs MONSTER ROAD BM C aG5 DADS CLEV. 29.810 -I' 26 MILES NORTH ALOW &TATE NWHWAY Ill -P GA UM FROM THE INTERSECTION OF 5.1100TH ST.AT MIL LIA EPT VERTIL'4LLY IN 1{I[SOUTH FADE OU OF THE jMTH ONE III THE CEMJ$I ROW OE '.' ROUND PIERS OF INTERSUTE AOB OVERPASS. 440, 18 FF EE E�T�WEST OF THIS CENTERLINE OF TIE EAST Ya .. :NAPE, 100 C Y. �9¢9 LUI16 - INTER TAT ,A' THNEE fEEtH - ft B Y NIONEN THAN THE HIGHWAY ANn GROUND CITY OF RENTON eNPARTMPNT OP PUNUC FWRN• SW. GRADY WAY o t -�-----_�—_'-�-'---- BRIDGE REPLACEMENT _.;..._..---.._. ... IM WEST APPROACH [UFi3 COMPANY _ CmsunSe theErqrfMIrSsh And Analysts `= SP.enk).Waelll On PWPWPw n RPPa ra PRu._�Y_y.1L CURB CURVE TABLE "PRIG SQIEBIRE EEE MET EA PC.SW A R L RT STA. I 34.4 LT J IOPS w _ T1.1g 1• [ It'! • AI I -SFMM MWLT •—\ f 31•I1Oe D. LT I t ).H De•91.ft m LT {- I� CURVE TABLE (won"T• • Q _ P I. STA. 18�-- I 7•M.f I Hte RO.M !et! MT! RtL10.[YI 12'Aft S W. GRADY WAY r L 'Ar �.�. W V I.. BI11 BE ■I 'I I.l rlf2ryRt tfKYkT ■ I I.finu f:�T[t W.w.n 9 I• j - 403 I� pg INV me Itr 4,1 --Sv cs J.. I p .��[!0f I \ $ s R 0. F Q _zs 219 30 -- _ vc.. __l,— RMOFcr JL �. . 1 t9iM1CrrL - -. +3.. I - uttr fwrar -510 I PROFLL0 .4CRLC•- I I L WIRING KHEOULE SEE SWEET 20� RISK-ate �a1 L_ • ( ., I BHroY TTV H. LT �� ap 9C U LT f a IDTtw v \ 1 i ti W S W. GRADY WAY r • `: N a S W F 'x • I • I �• F $ g `• TP3 4 J TPI r rR MT[O KC[R 35107.41 StY.GRADY •11Y. ITUI�IRWCKI LRK 0.55.00 LOWWRES DRIVE I 405 GENERAL NOTES OCORSTOCT COML WAR*MP,, La.Ti"BY E"NEEA OUWE IOLLOR•OLE r?MLWMRIRL,rolt REEgV[D Qf1 RtLOCWrtO naaMow. OAINCT" RON TO WT MIR CI11arc N=.Lm"roR ro R q A O ap so IM p ER KEO F•1rAT ROWER WT TIRE W IMSTWOCTIOM. tMY R]R LVMN4RE GCNEUULE.6 SMELT IA rg oI, I, D = Y 1 - RM"M SECTION•A• } OWO IN RRWY E RCWTIDM•IIKi-MA114 12w ct -T GRAVEL OOIROVJHN MM1L 3700 cY. EWaWRYETIT [yRA[T ORI 4400C 49 4 teo36 + - 19 R, -r _. _.. . .. ----}- 30 25 . - � _ ... _ _ -. — Y'aa Lr-s•RlRte o.anX � � �aTLw fi x - _ 15 'LO V�I,"FR IOIM� N. IN LE_4 RIRR OafX "+ ' }En It _ CITY OF RENTON }- •gam_ Li —`r'—�— • _. DERARTURNT O• RO.LIC WORK• I Y/3 T SW GRADY WAY BRIDGE REPLACEMENT - >� EAST APPROACH-STORM GRAINAGEPLAN _.._ 1PRDFILE SGLE. P•i0'.. —_ ,__ - w..aE39 _yLorM RW. rWV�Vr F a.n RMWWTLM�L I K,Ft GWIft UrRIIT AWF" .aD & ,, T. 23N. 'E'RE'TEE 12• . . L)M _ , / -TNMe CFKN_JO SelMC,N&,6QALVL%W) 493_C�7 D. lCT - T01 COURSE lei ITCE(M�, A FLI Z. CIE (RAJ) AWL) CONCRETE "CKI PRECAST I^•C I PLUG(RAJ, E•CS aRT OENDUJ) T BARRIER�N LONCRETE OACKfC (A lmTeDLOCXINGSee SR1, XS _ SHEET OVERHEA POWER IINp I 30 LA W 0I.CL.4 GRA POLE ba5 ............„. ... ,(SNA '_ Fl HYDRANT ASSY. AT DGE�p►F•WALK-\ -' WIRE=- - - +IL _. Pnnw u . POLE nu v� iAPt s � FeMCE(eXErrHc) _ —� _ - DHUHIe I OS HAN 3HTIia R G_..PS u mmr.eARTH--,_.�.�.---- ----- -- ---- -- WALL.SEC - SHT 55 �CJA0C4--UW� PENCE EXXOTWA) - 3 ' u 6 - - xe s1+T�a ReINF EARTH a--_I --- ------'-� w M .. WALL-SCC b-.�� -7�A1LK _ .�nw.w...xx.. .wn _ ={I�NA� SOT SD —� — NS wAN WATMMNN• ♦ \ P12CASTC4G1lTE TRAFFC OARR�[�1 —40-75 Lf 4D1.CL-52(T SO—��•—_�_—_—_ � 1 \ aIN%GIt�FWA .1=5ItE 5HT V__ a5�g�.a�� _ O_ S J PRCCASTCRRIERE �_�� _ 2•IS•CtTeBaNp BLOC I- TRAFFIC BARRIER Q(1s -----t---- - \ f.0I1CAeTL'd..OGKING I 50UTM seE sH7 •MDT INCLUDED IN MOM BARBCD WMtC FENCC(EXISTING) , `EXISTING RETAINING WALL 10 QUANTITIES _ __ _ __--_ ---b, •L - -�-�'Z CASING ARWNDT— Z IT— q•pi wtt o4u, __-�f ---1�-------'� -� ]EE DCTNL(1\ / a15 1.4. 60-------"--7-77;1 IT1 —�/�(//7J�� PLM SV 11S7EREH0: SYMBDLS Fr•f•'S ( I g •V o mui LI UN�1+ iJ!" m Ire � I RAllJb TI I�XX� ♦. A WO _ ITO'O' _.. 12D'A & APPROACH SLA6� •Re 5EE SHECT323M32 RIGHT-Of.WAY -- __ PLAN - WEST END \'Y VALE tl.ILT . .L 1204,00' OKK TC BALK OF PAVEMENT SCATS _ ��IvreK� eersr ru.a.�iee� � —_. _ —ten 100m I nevi �i a tw r. $I • fZ � � n F1 w.ni Mru' � mW m w ± NiIN g ZIUYOY� x x g CONCRETE rE Z ' PRECAAST 90 - n`v ICJ TRAFFIC BARRIER J �•ONC GR DERS- p W ) a OOYU! a• d a v SE! SH'.ns W see 5Herm l ORIGINAL GROUND LINE 211 22 REINFORCED EARTH WALL On _S'-0' -FRONT ,.Om."DE Co PIER 1-SEC .JD DRAWINGS LLP, OF. T -FIX, 'ev +---__-_ iIV� - ----------- EXP. EXP. 24' ___ ~--- /)—lflr -'---------r„-------- 717E EL.310E .-- ) }}EL.1972 Ii 11 EL.1729 J II II / —I Tit CL. IBg� 111I See 91EET 10 I ISeE SHEET 52 1111 KC SHEET 12 I 1 1 I I)I I SEE SHEET M EL.tq SEE 4 GR/.Kl pM0 1 1 I I I III 1 EL. 1729— 11111 100 TON CAPACITY PILE31 7VIP J QQNI 6 TOw 1 1 I l u 1111 SCE SHEET M 11 dl 1111 9D'A MAX.DWSITY I 11 gcgN p TEST PIT O JUNCnOHJ BDX(BRIDGE) IGHT POLE{LUM,NNRE ELEVATION-WEST END .-G-I NATURAL GAS(WNG) -� 1-T-v Tx zpmome.(FNB) M iq 0 b - a0 NGVD tip" ® BI-BOREROIC-P41ASE 2 STUDT sole IN 2!T U S V 8:1-BORENDLE`PHAOE Y STUDY Cons�XDng Erin 10 P1-DUTCK CONE PROBE-PHASE Y STUDY - SeaM[• T, 23N. R 5E W.M. ® R�� AND ITEM LA a 0 p RAfR alal-�tMLLI m WIE TC-3. IS TADULATCC 8.K 1 Z-4os•] IrfS) oN>Hecr[-S. J Ir%?C.t.TCE,MJ X FL) - iT> BURL. N _ByRy.NIB�ON NO•f'•'MN '2'WTC VALVE M1 XFL) a .UNCH/PCIPIC TEL.LINES B.ia%aWT TD KINa. ;2•C F'L6LG MJ c ; t96 LINES RIENTOIN-TUKWILA a»JINN. YTW T•16'W LO/JCRETE NVG-� / CITY LIMITS a� OVERHEAD FOWE LINES I & RIGHT-OF-WAY b D iD w,.N,NN«N. b$ ,oa R q Pit Y _LLAINCC 156 --_--� u.........,,, GAS VENT r..0 2.45�GI.BFJJDMJ)— = PILRAST CTICRETE /`- E%ISTIN LONCAE)E eLxKNG I TRAFFK; eARRKR I 1.4os BRIDGE' SOLtTH-SCE SHT.M L W N E'er C.t.SEND(W), TO SEAT'iLE- '.:TAWING WALL_ _ 7OLY 24'NKL STEEL TACOMA '(� CONC RE BLOCKING BopV,Uy„ S,Y MN.CWEII —�-- Z CASING A'LOUNo TDP _I2•DL.WATeR N (r4 ----- —� SEE PETAIL --- — WIS REMOVE UNSUITABLE TRESTLE SUBfCrIAIDe- 'VMTER MAI ) I I 2 405 BRIDG QUARRY SMALLS BACKFl N N LL WITH --- J T�RFbTTLC"L BRIDGE TO TO e[LLevue --� 1ITS— /A—�� —'— - --- 4='. LOCATION OF OWANEAD WATER MAIN CROy9•SCCTION --_--- / /I WONG TO BE VERIFIED TYPICAL-NO SCALE BY CONTRACTOR. UNION PACIFIC 01. CRUSHED 9URPAONG TOP COURSE TO COVER 041 paws RAILROAD TRACKS IA LENGTH OF NEW WATER MAIN. 12y-O' 120•O' 90'-O' _r _ 9Cd --. 2 FOR 5YM9OL3 JSeD ON THIS SHEET#SHeET S, SRC SEER 3 LEGEND. � S.GRAD[AREA UNDER BfiD(aE 50 TWT RUNOFF FROM BRIDGE BRANS, BRANS AWAY FROM PRIVATE 'q PROPERTY AND INTO NATURAL DRAINAGE PATH. PLAN - WEST END `= 4,SEE SHERB FOR ALa• ONAL NOTES. io yp 6 W,— !o 120 SCALE IN SEE'{ ',� K Of PAVEMENT SEATS F- H A-T CON R IR - QI: r � F LIVE Ll1AD LOADING 2 ZAK ALES B 4'-O"O.C. a N II -PRECAST �IlpETEi MCCAST o: o �(y pppY� TRARC BARRIER SCE Si90 l RFTS 4 W �� a if 5ce SE,.W I SCE CTS ` —RAIL 50 'IV N� TRACKS FIX FIX 10 EA-. Ie- I J/ 'III • �t 1111 SEE SHE III,, aL')e� 1111 FILE PRELEVATION • 'III 'III SGE BEET 0 1111 EL,209Q II SCE SPEC.PROvpaHS EL.17W-, Hit I N 1o0 TON CAPACITY PILES,TYR I I I1 See sHCR le 4', I' �_ we SHUT M I I III III -:!0 CITY OF RE: NTON o�rwwTr•RT or .u•Llc woRll% ELEVATLC N-WEST END S W GRADY WAY BRIDGE REPLACEMENT --7— LAYOUT-WEST ENE) URS COMPANY COnsulling Engwims and Analysts -— elwcwn_. - ,�•— -.-. SIIsl11e.Wasttingtlxl rww w ...w wn ...r.ea._ —__._..__ ©OF STfta RZ M ITAM ND M {u ON:10E ETURI NOrE 641M1lLATlD NmTAL IIAHDRF.4.SCQ 311T. S.[% ON SL!C!T C-S. [% PMENP+T FRECAST CDNCII Z �• ` - p-a=«`}+n .x-..w TRA"C MRR141 Ste SHEET M- b- 12-Y-+3^a I iIvs pA I o"cr wa.o slsw�R lv rn, C�.a.RrR &mt,.o M ftT N, rK". unt 3 ORIDOl CwYSWrDFt�! �N. rE�L n.`p ip'K8"0.t.Tll(NI%FU •�•,•••«��" CDNNECTfON— !R }��W �'GpTC VALV!(FL%MJ) 1tL ti'+aw sLPsrF;.r+ ) ! �( Ky'� IggP��G/.yTyFFE VALVE((j uAPUtLLLT(W K W) � R H R W�p COsRETENDLOCKDiG) /.>i• ^.��-n•'-_-- p-__---- - IxInN 1 �' caTCN er. 40 12• t,T Bt...... 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'U COSTING flR6 PwE MSK.'.FPfE WDRANT On LOWER 6 THE t G I:011CREl!TRAPPIC EARLIER YMLI ROT EE INSTALLED UNM TIE e'IIN'gWo Nv) {FixrceTic and rwLL -T SURFACE FAL9ElFdIkwRAOE1.WIEENRELEYED. E7• E�CrInN� ulrH F P.NtNI%N .,PLL •D. DBL 5"E5E h ). THE P.4mI[G[T]TMPFIC EwFM1ER dTI1F ULRIE LIALL IIDTl KYVED FIQLESI •F c EH wLK- 12' owslpiPlPC IMTD ITS fMMI LOGTIOR UIITGL ALL THE fAIEBFOQ MfT,l 111M{!rl yD .R, W/12Ya�NOSC RELfAiE0. I � CON+ECTIONS 'J'-Gf 92'•3° 250' APPRCYLCN 5LAS EFRDG! - l ALLDDLDJDrEEENALLl TIgRDIKRILY CLlAMm EefDl nawpn URpR SEC SN13,37 1{D 1 DBL.SIANESE dCOII I YLVEIITCAI DOLOYIIREfMLLlawIwLYTE_roRf110YE LAN-EAST END DRY STANDPIPE ALL wTANDL wo TVK It6IMTRaM Ewu lwwEmroTFl+aNr NOTE: CK15T'NG WATER LINE SHOWN AS 1 I I I dzV� Y POl DECK ! roUll!]f concR OASNED, NEW WATER LINE `W2CONNCCTKNaS E. RATERLUENEREI RWBFD MTMMMKf C,IED14E5 C.F I D RO EC SHOWN AS SOLID. W/v LYPSIANDNNEEL 'KALE W P]]T I RAIUtOAD TRACKS . /TRArK 4L Z• ex's,ING of ?'D.f.PIr E(LUI- CAtNNG 3I GHDv%D & W$YLL0IlI- ` �TNICKNCSS DP z R $ ��.. . DETAIL. IN d ( NP �P H yEyy ON NORTH%"${,A "'NR g g �'Of P M T SeC'RI ow CWTH Tn .Xa ft t EKTEW 90 g'Ir � ^ CY!'RES ORIGINAL GROUND LINE 50 -_TT-----DtP1 / . to 'n i n / I t! iii ItII '3D 4ETnlI° tj \ N ( I `-EL.ASD EL 2592 E.. 39`� SEE SNT.12 SEE SIT.12 SEE SHT 10 TON[ CAPACITY PILES. CITY C F R E N T O N F oPf wRTN KwT of fuRuc w0... S.W. GRADY WA) BRIDGt REPLACEMENT LAYOUT-EAST END URS COMPANY ; ° A N o --• Co Iing Engs arb Analysts Sea ineer ttle WashmgIm WWW Y b. y w WAaW. DNY n 1�, T.P[ Oa r.N AYW MATS a•10fiT t- k13L WAR rM Carp -YDyy A&Y MLRt I �tIIHIT T[. dwmc;D 16 PLAN q rl ull DNAcSIT \ � ,N/ I AIYN. ALLOT tOtYTt I I \1 I IT III I I[ ^� •NND LOCNOOLT 11' SA.IA-a A.%. `PlYiw JOINT A +y D.B. INLET OETAiL _ E!111eE Y +, TAPwtD ALUM. rOI[ r •i III li9 WALL ALLOY west-Tt Ae'd .�IV•�Nr -- �SATIW wwOVND PINION Y. *AN ARIPIL `... TAICR90 ALUM. POLE 1 /^ ISO YLL ALLOT w00-1{ • '- ;J:".'r.1 I / SAY, MOUND Ir it Ml/\ 1Q DOLT PATTERN.Yt{ r LK W t1 f,-TO li• y C DOLT CINCL{ V Iq l•tNO tALY./Tl / aV!'G DOLT SECTION A—AA—A awcwoA DOLTS wITN ADov{rsnww ryT/ u0 WASNtWS^ \l ( MAO{ t•D.e, IYI NANOMOIt D•�. tWeuWo Lw 4coV[A AND t NIOMn L f /./.ttn N{ —t CATCH BASIN DETAIL :', 4 I .9 {. 40{C ILAN119 ALLOT J� —40/1-1e WITH DOZY �4 GCV[a t LD.lMtwt ' BRIDGE M ST pNDcaD aO' DAVIT PALE FOR LUMINAIRE SCHEDLEE. SEE SHEET •`D0" ISTATE FED.AID PROIJ. N OF HIGHWAYS DRAIM��_�.—_ ID t1KSH Z-409-3(633) HEp'Cc • �` . . PRO,I ENDw. somevii, ' p3T. a101l.-- CWTWAc4 r10 'iiti3F6� TE REvI$Ia1 OT PP w --NP 1. OWI.ml Nw n..t rLP.•r.ror•os+n w+ln 10 YSSN. Ia�R�N-IEp�LEL ��.�( /Bu.Fnfu r...J. STREET LIGHTING CONTACTOR CABINET - - - e• I TI /_ _ -- =r WIRING SCHEMATIC 'a" •yes. TYPE B SERVICE 120/ 240 VOLT ' \HIM OLl ORACR[T \.IM WALL M1CN[T a. ALUM. ALLOT oaaa•T{ I [OH a. \ \ AIYM. "LOT {0{a114 I B A B •S"C LOCNaOII MAIN BREAKER •*GC LO[ROOLi Rto-S a.*. CTTt%' S.S. 2 POLE 240VOLT a" 401NT `SLUE" JOINT `alt•6S. BRANCH i BREAKERS : E 120 240 VOLT z TEST Ili POLE SWITCH B B ei'DE!v A I •Elie ALUM. POLE TATtK[D ALUM. POLL C it IS NLl ALLOT {OO-T{ w ///•••.S*0 WALL ALLOT *"a-'to �•O. TERR�IK B yTILRT Tlx {MOUND II"Ia. e / {ATI" {NOUN* I1xla" ` a • a PLUS A IOI1.1 BR-061 a"ITT nN[N uN.o.r P[R[D ALUM. POLt I _ cOY+.CIO.S MALL ALLOT 4001,-TS 4 A A TIN aRKAD "Nl[A B B B SILT mrmw.ate OBE NO IFTO RE*[TAIL 0 1 'k t t A CIRCUIT WIRE[ TO LIDNTI.D RUN{ CELL WIRING COLOR CODFLL TO GROUND MOT* ROD u•t0 CI SOL? MOUNTED ON A. WHITE JACKET (LINE) L) D/olt CISCL[ */OLi CIRCLE NEAREST B.BLACK JACKET (LINE) AND *ALA.BTL { •Vt'a*xt ANCHORS LT$ NIT LUMCI[AIRE 0 REDEJACKETF(LOAD)UNDI J,R ANCHOR**ITS WITH OM BOLTS WIT. t' APOYE IwINI� GUTS .40 WYRta* e ND WAaNu{ '�� E GREEN OR BARE COPPER(GROUND) A•at NeO W/COVtx AND COAR AMB -t oNeu%D LINT lO.a. ScRt.* STREET LIGHT {°atWa0. CONTACTOR CABINET d CABINET FOUNDATION PLAN[ ALLOT _ SOU-T0 .IT. SOLT -To WITH SOLTH I I COVERS 4 a.{SEASON --1 •N a N.S.NCog" .�.' - --.r�r'„r BRIDGE MOUNTED 40' DAVIT POLE LVI CENTER ' '0' DAVIT POLE : f To"SWITCH a UTILITY FLOW FOR LuMINAIRE SCHEDULE, SEE SHEET 2A f ANT STIE[T LMNTIIIE COMTAtTpla . MaL LwNI FRONT VIEW AN M. SIDE VIEW CABINET EQUIPMENT I. Pal T6 ER-TVK STAINLESS STEEL BEST CONE LOCK'(OR EOIIAI) Kenn •OR COME yK-I OWN 2 NETS. [. 12 UIIOE(ORI GALVANIZED MA ST STEEL. S WELDED SUM CONSTRUCTION •. OODM WIT% CONCEALED HI.*ES ILEIT SIOel S MITERgN-WHITE *AGED-9N eMbRl • S. EXTERgM-GUY,9TCH ULVAMULD SAWACE NEIORE MINTING T SOTTOM OPEN- !MOUNTAIN FLANGE (TURNED INWANO) US ALL SIDES. a A- 1/2",IE"ANDWIN SALTS W/NLTS AND MSHEM. L •-IN` TRIANOULAN SHAPED CONNU LOCK-DOWN PLATE. CABINET FOUpMT" 4-W.w"AW IqN LILTS tL_ VINCUp CUTS.ASIA logo L"010 L'�I � U rn MZE Tun " tAt [r"�I E`EAYI[T FRONT VIEW Blue VIEW FLAW NI[R _ DIVISION OF HIGHWAYS jw WdsN(gton State S.W GRADY WAY a VILLUMINATIONBRIDGE REPLACEMENT Deportment of Transportation DETAI APPROVED st cl —� -4 r�r 7 - d d W�. s--e w.A w ±+ 1 b rr--� oar . % . " o r+ D ijo tfji OJ.ri t +1 ft eN 'S%� + _ I � � I A 40p $Sp o' JOUN rj lJ S bf O@ y �yl N p D O o p; co o0 D^O • Y� 6� bpi ZTmD -O ft u v a ♦u O S a "- (E w Z -i Eyy�rre1 'r V ♦ ♦rrt JoP R iT171 Fi u 8 g I $ego 08 ^o rn P L.F REMOVIua TEMPORARY STRIPIWG EACH ¢EMOYIWG PAIUTED TRAFFIC ARROW � SY REMOYIM6 PANTED TRAFFIC NA¢K W65 a x I 1.F REMOVIWG WIRE FEWCE 5 TOW C¢USHED SURFACIWO TOP COURSE ASPHALT TRFITED OASE TOM IWCLUDIWV FIAYQ1 l ASPHALT ,o ASPHALT COWCRETE RnvEMRWT IyA65 D IWCL PAVIM4 A59HALT r I LP CEMEWT :OWCRETE CURD AMID 6U7rER 0 TYPE A DLOCK TRAFFIC CURB L.F 7YP. C DLOCK TRAFFIC CUES r\ o RJ SEAM GWJTD RAIL-TYPE 1 G E o — tEMPO¢ARY D N '•"",�' LF NEDIAAI OARRIER 8 JJ SIMPA:L T 'Y Z • ^ _ _ _ EKH MPACT AT' 11UATOR V V I',I� '� N' o W. L.F FAIWT STRIPE aq; o L. - u LF PLASTIC CROSSWeLK STRIPE: T - -{ L,E PLASTK STOP 6AR * Y 1 EACH IFLEY.I DLE GUIDE POST i - EACH PLA>TIC TRAFFIC ARROW v j — � L.F. TEMPORARY STRIPIWG (n ! ! 2S1 6 Z Cw PAWTEp STOP BAR. S. 1— �� PeIWTED TRAFFIC ARROW o j O cACH RASTK TRAFFIC LETTER yl + I 2 EACW PLASTIC TRAFFIC OUTTOW I '. HUWp LAME MARKER TYPE 1 T JJ = 6 — MUUD LAME MARKS¢ TN PE 2 I v D 5Y CEMEWT CONCRETE SIDEWALK y _ L.F. CHAIN IIWK Feuce TYPE 5 y •' I 1 I t` - EA[w PL4S:'C "WFIC at MIN 1� TEMV09.42Y 9TQ1714G rn Ixa i 1 I $ L.F OAIUTED SOP 516Z r- + EACH PeIUTED RAFF'.a¢Rov! 1 � . -� 1 • EACH PLASTIC TRAPfK t-ETTIR N Y 2 ! = EA" PLASTIC TRAFFIC EUTTOM _ - hIUMD LADE MARKE¢ TYPE 1 S � ! I1UUD LADE MA0.KE¢ TYPE 2 D I 3.Y. CEMEUT COMC¢ETE 91DEWAL.K N Cf CMAMI LIMK FELICP TYPE S TOM ROCK RETA¢1MK MALL v RCMDV111G 4WD ¢BSlTTIW CHA1M IIMK GEMCE ' S TOM RE7AIulAML& WALK f II, — EACH ¢2LLXATEExftw, JXKr Tlw,WX Q Iyw` I i i I I I i I I 1 p 1 10 r 2 � < r a w4 NA CITY OF RENTON MATERIALS ISSUED s.o.rw. WATERWORKS UTILITY w.o. 46 36 w. TO STOREKEEPER:"QUAN Derv..M.kllesi.p neaiel b D.1. 0 RIVIF UNIT ACCOUNT MATERIAL UNIT DFEIV[.fD NUMBER COST AMOUNT t;n rlSO Tr 6E, �il 11 Ur Qfu'prJ r Li i i t i Abe..meNn.l repived in peed tendilien I Abe.e Alw.i.ili..IAl.d by AMv.nwN.iel erd.r.d by Sipped "Y OF RENTON WATER DEPARTMENT 3 f. Pressure Test Ff Purification Test Form PROJECT NO. G%Y 643&e NAME OF PROJECTSW C-CcLkv 1 e!% jjlkA% _ �&krnft,A 67 P045a r PRESSURE TEST TAKEN BYAbailL _ ON 61Z6/bs AT A PRESSURE OF ' 1 PSI, FOR I0 MIN. TKO (pid TEST ACCEPTED ON �/' ( of _ PURIFICATION TEST TAKEN BY A,7dpy�, Cu✓ ON 6Ir')`I!r PURIFICATION TEST RESULTS, SAMPLE MI914.4H I[ t' VA lvtta SAMPLE M2 �- SAMPLE 03 REM4RKS: 1934- i 2iTiim .f �nro� -14t yy' yy - 1u1 � L f" To P _ Date - �- Timo WHIZ YO� WERE OUT of Phone �+ s 4 TELEPHONED L PLEASE CALL - CALLED TO SEE YOU WILL CALL AGAC! WANTS TO SEE YOU RUSH RETLFiNED YO,,Unn))R C IV, Massage _ / Operator PA Z3y - 14Gs PRECONSTRUCTION CONFERENCE PROJECT: �. GtJ ! /Qa- ' - DATE: ADDRESS/LOCATIO PROJECT M w_ �I��1 PERMIT M WORK ORDER N 7J w w t w w • w a w • t w w w w w w w w w w t w w w w w w w w • w w w w w w w w w THOSE IN ATTENDANCE NAME COMPANY PHONE LLiSo.�1 _ /Coss=G�a3 �ra7n..c:i�,� a3S- 94d7 ' �/R �✓ G�/� ��cT N',�Gd„� L fi ci4 i. _ 2 s/- rGav S SAv/ of l�cy9 H cvnT�',� 3S- 21 WATER AND SEWER PROJECTS PRErENTLY UNDER CONSTRUCTION IN THE CITY OF RENTON WATER PROJECT N 776 SEVER PROJECT 11_ DATE gn/ t i�nt,___ WATER PROJECT TITLE G, ady Wayj Rridoe Watermain PROJECT LOCATION DEVELOPER FniraaLj E"a nePr% for the City of R ntnn ADDRESS IS1S 116 h Ave u F - Rellellue WA --- PHONE 454-0(,R3 EMERGENCY PHONE CONTRACTOR Ross Brothers Construction ADDRESS 3501 Brooklake Rd N. - Salem Oregon _ PHONE 235-9467 EMERGENCY PHONE 503+393-5885 FOREMAN Ivan Christenson PHONE EMERGENCY PHONE 751-8&70 City of Penton Inspector_d Marino -- 2 35-9465 f rruistr—ur t-'on Ira iler) Other Inspector— -_-_-- WATER AND SEWER PROJECTS PRESENTLY UNDER CONSTRUCTION IN THE CITY OF RENTON WATER PROJECT N 776 SEWER PROJECT 11 DATES, WATER PROJECT TITLE Grady Way Rri ne Watermain PROJECT LOCATION DEVELOPER Entrantn Fnaineer5 fnr the City of Renrnn ADDRESS 1SIS - 116th Ave_ N_F_ - Rellevue WA PHONE 4q4-06R't EMERGENCY PHONE CONTRACTOR Ross Brothers Construction ADDRESS 3501 Brooklake Rd. N. - Salem, Oregon PHONE 235-9467 EMERGENCY PHONE 503+393-5885 FOREMAN Ivan Christenson PHONE 251-8820 EMERGENCY PHONE 251-992o City of Penton Inspector Ed Mating- 235-9465 (Cnnctrurrinn Trailer) Other Inspector —' ENDING OF FILE FILE TITLE _ � �1 $ .W . Grcui(J ruay Sri d9e 'Qepl c�emerrt Eryinee_ r � n9 WoLtier Pro ects