No preview available
HomeMy WebLinkAboutMisc - 2 of 2Hl\:1•~= Poge< sound )SeaTac/ 1 ·@ L®>-- Kent/'@ ~ Lake to Sound Trail Segment A Green River Trail to Naches Avenue SW King County, Washington Contract No. XX ~ SW GiaO'/ \'/3Y "' .,, VICINITY MAP ~ A\ 1--l:g;,:;;,; I o\lfr ==, -~=~:::::H t ! ~,,, "l..f 167 ~ 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION COVERSHEET '•!' !i1i ,· 111 > gi I 0 z .. /;: C l"~~·~i'''""··;,•0 •s~~~a,§~":i~<si~P•'~~·;~~ 5 .,, - ~~"'8.'i~~Pi~~ftgi;!l"'~§~S;:!!;ii M ' il~~~~e.e::? 1!l ! ... ill m z C : ! ! i I · I j 0 I! j (!) © () •lJ I I ~ I I . t Pl01TE08'.,~j,,, 0'1L,,dol'I"""'"°"' ... ""' ---- C ~ .,, -I '•!' !111 I ! I s ! m • ! M I I i I I > ~ i!:d ffi~ ~~ ·~ "' C ~ n 0 ~ ~ r ~ --------- I I lllllllr I I ojt-~ •• z a 8 !!II u· 11! _I_ ,.'1' ,.c u,Z "'"' en zo mz n"' o-1 ~! ,.n o::! rO z . z ~~ ""' Om "'< 8~ ZU, UlC ~" !~ or z ~ ~ I i i ~ i I ~ ~ ~ • j l! !l ~ ~ ] µ ~ z _c:, c:, ~ " z c:, .. z " ""-.:.,,-'l.L-...,---------~-;,-~--, ~ ,, \ \ """=':._:::.. / \ I ·-~-·~:r,., --~~ ~ ... _ --/ '" --~ .. ~~~:::---' ?i BlACKRIVE.__ ,,c -' <" , ,_ \_ __ ___,;fa -~ / -"' .. >--'i. ----"' .--:... ' ---J '' \lo -r® ---t t , _:_:__ __ -y-~--':; ------""'L ______ t:::0<--~--t:----d:;:'::--_ --------"<,-----'~ts e:_--------/ J---@"""''~"' • ii. " --/ ' ' I I 6=-~ ,', ,oo-ru, ~000= O<h \ ~ ----:~ ""'""~ ~' -.. \~~~----,0:.._.,,~.,,,~-------~b---=-~-:::-\\ \' ----~----z--_ -~ --~--------~-....._~,, ' -.'!. <i, ----= -------' "'" ~---~ ~ ~ ~~.:.....--.,."" ---................... '>---,' , ___ --,--14 =..::.._..=..-;:=;, -~--\~ './ _y ---------~" -=c===-= __ ,. --'-'1 o'b\---..-I -----' ' 'I.' "'1'>~=---,,-\"!I ~, , ----""""'"' ,,,~ \ .. ~\ --___ /----------r-----------r------S!l!D "'\t----r-----I \ )' J ~-ta\ ,, l"'T'J-.... ""a:' .. ~ ~ ~ ~ ~ ~D aiiimi ~ !-"-~ lAKE TO SOUND TRAIL SEGMENT A r,11EENI\IVERTAAIL TONACHESAVE:SW DEMOLITION NOTES: 0~NT~EXlSTl~!.ETM.C,1,TE..SEESPECl/lt.PRO'l1SIDl,jS FOR /,COCSS l~ORW,l.110~ ©R[MO'V[PIJoSTICTRAfllC~ 0~=Sl:S£tJ~~=-R, Flll PAvt:~00 0~~~ :t~~,,:t.r TO AMISHEO GRAOE.. G)REMovE:CEMfHTcotlC.CURBANDGUTTER~DSIDf.W,OlK. (!)ito1sTALLCct.lS1RUCfllll,jS1Gt,ji)J,,SSA.S([KtlG COUNTl'PNlKSSIG"IDEri\lLINTllEAPPENDIXOf" Tl£Sf'ECIALP!IOVIS1ct.lS. 0REMCM:9EAl,ICU,1,ROR.IJL ©REMUVEANOOISPOSEOfECOLOO'!'BLOCKS. ©REMCMI.IET.1.LGI.TLSALVAGETOL.DC,l,TIOl'I PER1llEEliGl~'S01SC!!E110l,i @REMOV£ANDO!SPOS£0fC~NltlKm«:[}J,(](.l.fE, @RELDCA.TEEOOLOC'l'BLOCKS. @=t,j[;B'l'S~~ETDBE.I.DJusttoTDnNIS!i[Il @R£MCVE:DF1AW,C£Sffil!CTURL @REl,jOV£EX1STINGTREE.SEEGO«:fW."IOTE2 . @PROTECT[XISli)f;lF!EE.R@TOl'ls(S!'[CIAI. ~,1,NDSEEDET1FORl"ISTAW.r,ot,j OFROOlllARRl[ll. @AllJIISTonsn~W.1.l'ERVlt.Vf,l,4Al,IHOLETOFINISHED CRA0E.. REPIACEDCISif,tGCCl'/ERl\'ll'ls SUP-R£SIS1IJH, AOA-coliFI.Wo!TOOIOt @ADJIJST\1ATERi.lE1U!BOXTOflN./Sl£0G1Wl£. @PROTECTEXISfk;STRUCIIJREINPIJ,CE, TESC CONTROL NOTES; 0~~:ir:,.~:s~Lll S1D~~t.3J~~~i~20-oo. @NOTliSED. r;'\INSTIJ..LSILTFOIC!'INACCOR!!ANCE \Y'tl'm!WSOOTSTO.PI.ANl-30.15-01. ©~~ ~e 1 Woo5:Lko~~N1.J011-oo ©:~z~.~~~~~~~: WlTHPLAST1CSHEEI\NO 0:~.0('/IATERCONSTRU~Ml.rADURlf!O GENERAL_N.Q_TEf!;__: ~~"'"" CM:) DRA.l"I.IGE TisAESHOLD D1SCl'AAG£ /,R£J,, Ill NO. ----10ABWND,OR'1' crMf:NTCONC.SIOtW,11.KREMa,;AL ASP!W.TCO~Plo'IEI.IEt!fREI.Klv,lt. -HIGH1/ISl8!UTY~Tf'ENCE ~~SUFtNCE 11,lITPROTEcm"I 60% REVIEW SUBMITIA.L NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN GENERAL NOTES: LEGEND: ~tt P!AN AAD PROflLE SHEET'S C1-Cl5 FOR SIGH REIJovAl A),jD RHOCAllO .... 2. cur OR CRIN!) STU~P NO WORE Tliol.N 1a· f£.L!ffl Fl~SHED GRAOE.EOUIPl!EliTTHATC.STURBSSOII.SBEl.OWTHISUMIT WllltlOTB[.'.L.l.OW(D \ ~S,l,WCIJT DISCIW!GEAAEAIOlj(J _,,,.,. ,,.\ Cl!!![) DAAlll,I.~ rn-OI.D ,,,../ ,...,... ,/ \ ----:...""::' .. ,..~,~- DEMOLITION NOTES: 01,1.iJt(fAJN(JOSTJt,fCl,l(TALGl,IT.SEESPECW.PRO\'ISl~S FOR.t.ecrSSt~TION. ©RO,lov[PLI.STJC1fWTJCWJ!KER, ~. ~~ .. /~\ot1JiN6~~~c!lfi~'.JI_A s1i.00 TH1° COl(IR.t.CfORISAltRTEOTOStCIION1-071ll(4)0FTHE STI.MlARDSPECIFICATIJNS. 4. APORTIOtlOf.t.SPIW.lREl,,IO\IALl,li,YBE!MDERIJJNB"!".t. C0NCRfT(6RIOQ:APPR0.0.CHSl.A8,l\'HEi'!EtlOTEDOIITH!: PlAN.ASP~TR8,jOVALSHAU.~TCMl,li,C[THESU8 ,' ,." ASP!W.TCCitlC.P.t.VEl,ID/TREl,/,;)'W,l ~ -~HICH\IISIBIUTYSLTFfftCE / /'\ --o-o-SILT FEHCE .-;. /y· ,,. ---~ --:-~~:>--= "'<s "'"""" _./ __ .,.,.,.--~\,C.e INLilPROITCTION -~ /.11, '.c.-.--.. .( \(., _,r,..--· -\ .,,,,,•'':>£~-=--?""' ,_,-·\\ -~----:::~;;-/ \r:1-·. ----~ !OO-YE.t.R. flOODPl>IN'' ..r-~.; ~-\ i ( "'"' o, """'° '''"""""' / '& ~~nR~J~ /.~J---\ -I I "'"" -------\% --...-.-d""_ I \;-./ ------\' ------~-;::-t..: ~ ..-"' \ I ' ---, ,\_ '" --,,. ___ ::-----.c \ . ·, --··-·',_ .----__ _. ___ ©"""""·";/,:: I \, "'"""""'""'"' ~ ----' / -, . -,, '~---,,,_.:~:.---\~ I I \1/ Oll!ll """'"""""'''"°""'"~ \\~ . ----. ' --_,. ' -\ --. '\' -t -' :-~: ' _---_-.,,,.-' '' " \__ __L------\ 0~~:SEJJ-'~~-FILL PA,t'.~ENT ©ADJIJSTr>.T01W.SINORIUNHOLETOFll'IISHEDCRAOE. SEEC-S1£ETSFORUE','.t.110tl$ ©Ro.lc,/EC~TCONC,CURBM«)GUTT[R~OSIDEWALK. @t~Al..1COl'ISTRIJCT1°"SKltlCI.ASS.t..SEEKll'IG COUWYPARKSSl(;t,jOETAll!NTttEJIF'PEtlmOr n£ SPECLo\L PIDIISONS. (DREl.biEl!OOIOlJAAOO.t.L ©REl.fo:M:AAOOISPOSEOfECOI.OGYBlOCKS. G)REUoYEl,jCTALG\TE.Slil.V.t.GETOL.OCATlON PERTH[[NGl~'SDISCROl()N @R[l,jOVEAAODISPOSEOfCHAltll.lNKl'ENCEAHDG.I.TE @Rtt.DCAITEWLOG'l"BL.DCl<:S. @~~B"l's:i~E TO EE ADJUSTED TO FJt,j!SHED @RfMMDRAtlACEST!lUC1UIE. @RQjtM:EX1SlltlGTREE.SU:GE!iElt-ll..NOTE2. @PROITCTEXl'$Tll,fCTREE.'@TOTHESP!;CW. ~SNIDSEEDCT1FORINS"fAlJ.l,TJON OFROOTl!AARCR @AD.1UST[lll$1!~1fATERVM..Vf.WJtiOL!:T0flNISHED GAADE.REPLll:EEXISTlMG~RW,IBSLP-RE'SISToltll, ~-col,IPul.lfrCO¥ER ®"1>JUSTWATERl,IETOIBOXT0ftl1SHEDCAAOE @PROITCTEXlSTINGSTllUCT\lffEINPLAC(. TESC CONTROL NOTES: 0~5Jo~~[)RAltl~~:'~~4:20-00 -\ / / ~_co-----~ T ;_._c -',-,\-_;-__ \,~~<-...::. __ \ ______ ---~ ' ,...._.,,__,,:.__,..,~---r i\ I \\:® 1\ • •-'< _._ •-~--• ..,,. ,, ,, I ~--'"-., .,,-_.--:;-'~-~~-1 t --~---~\':\ I\ ..... -.,_ =-,,,-. J --,, c . I •, ----,,., ><,'----.. ~,_.__. \ ~:-~> -\I \ \.\.,--.::::-\ , >oo-~,1:.;\ _ _ ___ ---\ ', __..----~ 'I -' 1) -' >< .,,.., :;,,,,, ... "" : ----------0 \' ---SE[G[N~~IT~~~-cp O~ ,rr,>O,•>,>OOt, "''°'"''~- -;.~~\-------N,'-~-~ ,cm MONSTERROAD "~\ ----------~ .,,,m,.,m ' > ,, ---------' . -= -- @i.o1usro @~~~~~~f ©~~~6'Woo\L~~\31J.17-00 0=rzo1t'OPR~CT~~i7,. =~~ MTIIPL\ST1CSHEET111G. 0=~-0£'/,:AfERCONSTRUCTIOtll.REAOURlliG ~'-~-r.-, '"'°' ~ -----r.\ 79'RT /,NO LT 1i' 0):',,.,,,.,, ~~ {~A"'"""r®' ------=---"""'"'"'"' 0'"""~ '"' "\~"" ""' ---_Tc,--"""'"' ,,.m ---------------=/----/ ~,, -=·=-\V . r0. ---J""0 1' ' ----== tt>K~~---·---:.-~-,,, "-":--__ __,,<-, -, --------l l -,, --~ --\:-,-,,,ft. "'~--,;:=-::-:::._:_~~--~~~-~:,L=-~--==~~-=-=-~.:-:c"_rl __ -::__ --f . . --------~ --------~ . ' \ " , "' "'"' mm •-,.___~-=-__ -;;;,,,.,~ ,.,m _J "'~"" .,,m '!.',,_ , ~""" ,.,m ,;, ---------7 """''"'~'):; ,,-------------l if) e/ <'<,\ ----/. '"""""-~ PLAN -. .. ,\---------r----l. -~·=., t»r . l'Rt>L<fN"'E ......... lAKE TO SOUND TRAIL 1~1;.::;;;zl o ~t;tw,--~ ~.,,~:~:::, .. H ""1:'i,l,UD! 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN ------ ~D8UITTR "" ~• ---~•-:-I@ f"'"" b ,· --r--~-rr-r-+--·f ~->-~-<-----'-~ ---1, 'C°.c=-~-....-· --. -~ -----. -____ .,._ .. , --= ' ; -----:fl -,-A --~' ~-1"' -<,\ --'., ' ·~;:;;~ y """'°' ~ :'" ! ' il .::-..) ---.. i '!.._ •,>=• ,, ---,4-: f """'" ""'' l! J I jl- --1~' l : ' /Z,11,"' ''" w,u ,: , 1 NT NO-66.2656S I PLAN Q!) SCN..E~~N rm ~ 1~--tAKE TO SOUND TRAIL 4iii::i5iii SEGMENT A 1:$:ts~~~ I o ~~~=f Mee.a~•-uo~~ .. ~~ DEMOLITION NOTES: 0~1'/TAA<!EXISTI~IJ8,ii.G,1,TE.SEESPECW.PRO'i\S.0NS FORACCES511f'URW.TIOl'I, ©RElilcM:f'I.ASTlCTRAFTICI.WiKER. 0=S1:~~~=R. Flll PA\IE~ENT ©~~= mltl~,l,~:.u TO A~~ED GRIJJE.. G)REMcM:CEM£NTCONC.CURB-'NDCuntRANOS1DEW.1.LK. ©1NSTAl.1C~STRUCTIOMSIGNCtASSJ..S[[K!NG coum PARKS SIGN DET.IJI. IN THE.1.PPEHDI~ ~ HIE SPECIAL l'ROVISIIJl,jS. 0l!El,l(:,,--EB£AMCLJAAO,t;JL ©RE\ICM: AND !)ISPOSf Of ECOLOGY Bl.OC>(S. ©REl,IO,/EIJ8.1.LG,1,T[.5.IJ..VAGETOLOCATION PERTHEENGINEER'SDISCR'EllOII @REliloYEANOOISPOS£0fCHAINLINKFENCEANOG,1,.T£ . @REI..OCIT£E00l.0C'l'BLDCKS. @:~ll'l'S~~E TO DE 1.DJUSfEO TO flt,jlSHEO @REl,IO,/EElRUi,f,GESTRUCT\JRE. @REl,l(;t,/EEXl~GTREE.SEEG.e:NERAI.NOT£2. @PROT£CTEX1STI"ICTR"EE.R~TOTHE5P[C~ ~~R.SfEDET*fDRINST.ll.J...l,TJl)tj @AOJJsrousTINGl\"ATtRV,1,1.V£1,1.1.NHOLETOF1MISttED GRIJLFIEPLJ.CErnSTtlGCOV!'.RW!THSllP-RESISTANT, AIJA--col,jpU4NTOO'l£R. @ADJJST lW£l! l,j[l£R BOX TD Fl"SHED GF!ADE. @PROTECTEXISTI"ICSTRl.11;:"rn!EIMPLACE TESC CONTROl NOTES: 0~~Jlft\TTH ~~~~it~p~~~~2D-00. @ltOTUSEO. 0~~~ ~~.oe:~~~- ©~~~~oo~L~~&.:\50.17-DO @=11:r.=~~~=~~ MT!IPI.IS"OCSHEtnNC. ©~~ ~~-Dl"W,\TER CONSIRUCTIOl<j AA(). OURl~G GENERAL NOTES: ~-AFORTIOIIOfASPH.I.LTR~AL~YBE~D[RLAINl!YA COIICIUEBR!DGEAl'PRDACl-!SI.AB,~ERENOT£DOMn+E Pwt. ASPl!,.l,LT R[\,lclV.I.L SHAU NaT DN,l,\.GE THE SLAB LEGEND: ~~SAl\"CUT ~DfWl,lll,GETHRESl!OtDDISCKAROENlEAIDNO. ----TOASOUMDAR'o" CEL*:NTCONC.S!Offl'LJ(ROIOVAL ASPfW.TCO~.PA~NTREMol/>.L -.1"-HIGHV!SIBIUTYSl.Tl"OICE ---SlLTfOICE: • INI..ET PROTtCTION 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION CLEARING, GRADING ANO TESC PLAN 0 i -<Z mg, 0 G) .. ii:! I: C Zz " .. z C . jj I f i I ,. I \ I c~:;~:~=:~~~~~~~~~~~:s~\i1~~1ti~~~- :.1 ~ ~ j T-,,----l.l;-~~----~"'-' :-----0"'""'""'"""'"'"'"""'oc~ rn,----------------------------------------------~--------------------l@ /i' P/L --.___ ;:l_ ©~~Ell&~'f:~1 ~~~ LOCAnDN ~1 /~9~mNoooF'I.Alt; J 1'4 / "e) 15 l ----------------------------_l I 14 \ .~--;,,p @R£MWE AND 01SPOS£ of owt; ut-1~ F[NC( AND GATE Hi\ ~ ' "' 1 r-------_), /~ @RELoc,mEOOlOGYBLOCKS. ~L-________________ \____________ ! -:~uivGR~ '-.._~DelJFFER / ----------~---1'--"'l'... @=liGB\'~~ETOBEAOJLmOTOFl~SHrn ~I 7 7 --r---/----------------./'~ '#'O, @)RE\IM0AAtW;ES1ROCT1JAE. °'I ~ l ..,,_...,,,,,_, ' / [ ;.-~:-;.:,.,--·---. __________ ., /,,.:: @REl,IQVE(l(JSTlt;Gl'l:LSttGO«:RALliOTr:2, """'""'" j ' 7 /~ @)PROTECTE:<lSTt,/G1REE.R~TOTt£SPECif.L "-/ i ,; :~~~~R~E£ OCT *FOR IMST>W.1100 / @ADJUSTE)OSTl$W.1.TE:R'#J.Vf.~HOLETOft/,jJSH£0 PLAN ~ GAA0C REPUa DIISTl~ COVER l\lTH SLIP-RESIST»,fl, I Anl.-CDl,IPU,OJ(TOOl'[R. SCIJ.[ltif[t! WETLAND112 I @ADJUSTW~TER .. Er£RBOXTOFIMIS1'£DGRA[)E, ~o COMPLEX / @PROlEcTfJOSTJl<!GSTRUCTURE~PLACE. -------------------------. . .. · ·::..:::.:: :~=.:~== ~-t;;, . c=.· ,,~, ""' ----·-·---·-·--·-·--·-·-·-·--· ---;,,_ ~--------------1--) c::.,=-:-;;:=-·;;: --:: .,..::: ·.::~~ .:.·-~.,,., ~, ) ;:::::---__d-";" -=-=---. .;.-_ -----~--;;I J -----;;-------"~~-, ., b --c? ~ = ----es,.,_ ~ ~ -~---" " ------i •=~~co·--• ,s --,,,_ , /,; ~~~ ___ \_ .• ~--'""""""'"") ------,$ ~ ~ ·--, * i~:--,_;:-\ =,,,~ --~f ~: / + // ~\ "1> '" ~ .•. '., ~ ~ ii # ~ \ ~':.:'~'-'__ ,,:;.""" ®------------..,,.,,,,,'°""'" / TESC CONTROL NOTES; 0 1~~=~w~~rs:0 ~~40~-00 @NOTUSED. 0~~~ g~CE~ ~~- 0:::SJo%:c; ~81~oo~L~:1Ct.,t\30.17-DO. ©~AU.z~=~~f~~=J: W!THPt)SlJCSHEtn"IO ©::!_.DEll'Aml CO~CTIDNARfA llURl/,fG GENERAL NOTES: ~-... (m!l) Dl>AINAGE:TtflESHOLDDISC!WIGEolREAIDNO CEl,j[l,(TCONC.SIDEl\'ALJ<REMOVAL ASPKALTCOlfC.PA\£1,jEIITREIJoVAL --a-o-----SILT FEtlCE e l~ltT PROTECTIDN 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION ,: .... ~41¥1,51111, r"-""'~:.":~.-, CLEARING, GRADING AND TESC PLAN !.REENRIVERTRA!c TOw.c><ESAVESW \ t \ \ ·~ ,i ij ,i ii ----1/d ___ _ ,i ij -"''~~ ... -_-cc'.'.t~~~~;;1;~;~~;::~~-_;_: ------=-:_-_ \-= L _ ------[---L-~1-,.=~l~:--------1 1/ !/ : jr __ :::.:==---·=.,. __ .---·r ~ ~---i '1j ',---,' '1 POS$111.!GROUNDIMl'RCrVEMENT I I I I I, -w..=.,•ro Ii: I I Pl !' I I I ~~ !J ! • I r1 .!Jr:~·'""· ~.,·ITT l 1 : I : ____ _!!__~!!_ _____ _ • j I ;::::;:ppp---•-----" ~-~ 1,,: -~.:-:::::::-------- STA17+09,35.9l1 : l;:: I I I BLACK RIVER I I I I I ---------~ ·- KcpARcfLJvo ----,..., I I k//l/cCOUl/rrp·1229500J1 • ---... I j' ~ "m" ,'1o" I ·a,-,,,~:'~ I I - "' ; -·--i ' : -·t----...... ,,. ~ ~---"''"nc _J____ -! '. '-, _Jk~~~--/OIIWM-11.W --~-tO!vsftRABL1sf/f/J rOf? 97102401791 : STA1B+ll8,J5.0'RT ---"'-' nc '""'i •111 , .1 +o,,,.~ ' . ._<·,_L ____ > .. Jf_ L. _ "-... ~,oo-,orn=..,., ; ', ---, (1996F1RU) / , ' , 1 ·, "-.. '-. ~~-.,--1· I , ,I ---::::-.... -1·' ~TOBE-IIIED~... 1 1 I I -~-, -' jl I ~I ),,~~~·"::"~~-1. ~1 ... ~""' -, ""'""" ~ ""f"il'-"" ''"/fiibu.ER ~ oitlh LAKE TO SOUND TRAIL SEGMENT A DEMOLITION NOTES: 0~~ txlSJf,!;; ~E'T.41. GATE. SEE SPE:Cl.1.1. PRO\IISH>NS fUfi: ACCESS ~FORl,IAOO'I, G)REIJMPUSTICTIW'l1Ci.WIKER. 0~~~i:A~~m1'· flU PAVE~E"1 0 AOJUSTCIJCHBAS1t.OR~HCILE10f1~1S1iEDCRI,[)[. SEE c-sHErn FUR El..EYATIOtlS. ©REMov!:caE(TCONC.CU!!BANDGUm:R~DSIDEW>u:. ©IMSTAl.l.CONSIRUCTIOt,/SIGtlCLASSI..S[( KlliG COUl/lY PARKS SlCN OCT"JL ~ THE APPENDIX OF THESPECIAI.PROYISIONS 0REMo\1EBEAMCUARDRAIL ©REMM,Jjl)DISPOSEOFECOLOG'l'BLOCKS. ©REMO\IEl.(ETAL~TLSI.I._VAGETOLOCATION P£RTJJ[ENGll€OfSD1SCRETION. @R'EMO\IEANDDISPOSEOFCHIOJMUtlKF'Er.tc(l,liDGATL @RrLOCATEECOl.OOl"BLOCKS. @=liGJl~~ETO B£ AIJJtJSIEOTO FINISHED @RE!.l<M:[)RAj,jA(;[S1,;:UCTUR[. @Ro.10\IEEXISTJt.lCTREESU~RAl.~1[2. @)P'10TECTEXISl1NGTREE.R@TOTHESP£CIAl PfltMSIONSANDSEEDfl 1 FORINSTlll.l.AllON OFROOTBI.RRIER. @ACU.JSTEXISTiliGW ... TERVALVEI.WlliOLETOflMISHEO CAADE.REPI.ACEDIISllliGCOVERWmlSUP-RrnSTANT, ADl,-C(lj,jPl..WilCC•,Ut @AO..I.JSTl\' ... l[Rl,i[l[l!BOXTOFlNISHEDCRADE. @PROTECTEXtSTli,fGSTRLICTl.fl[ltlPI.ACL TESC CONTROL NOTES: 0~~~'g™wrrn~:~n~~°.J~~.:i\a-oo. @NCITUSED. @~m~;~~'t~t ©~"%:~ ;gii:00~Lko~U\!ll.11-oo. ©~:\~~~~~=~: '/flTHPI.J,SltCSHEETiliG. ©~~:!.DEWATER CO~COOtl AREA DIJRll,fG GENERAL NOTES: C1-C1~ fOR ~Gt,j STANDAAIISPECIFC.I.TIOIIS. THAN16.BEl0l\'FrH1SHED SOilSBELOWTHlSUl.(IT 4. APORTIOHOFASP~TREMO\IALW.YBEUNOERlAINB"fA CCWCROE BRUX:E APPR0,1,CH SI.AB, W!-£RE ~TED 0~ Tit[ Pl.»l.161'HA1..TREI.IOVALS!<AL.LlfJTO,l,\ll,cETHESl.)8. LEGEND: ~-~ {M) DR,tJw,,1)£ THff[SHCJLO CNSCHARGE /lil£A ID NO ----'™B01Jt1DAA't" CEME~CCINc.SIOEWALKRE!.ioYAL ASPHALI CO'(:. PA\'El,100 REI.IIJVAL -X-----. HIGH ~BtUTr SILT FDIC£ --o--o-SILi fUfCE e itll.ET PROTtcnoM 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN !l'i!i l . ' ' ~ -I -,........._, BLA.cklffVEtt BEGIN PROJECT ',,, '-........_--.....__ .:.~=;(1 ~ ,r,, .. , ,, ----L~' .. '"°" L-1 ~~ ',, -..--__ ~~/:re~~~/ I GREEN RIVER TRAIL ',, --/---tN \ ! V ',, STA 4--,.3-4 SOLT ,' U ~\ \ ""'"'" '"'"'""' ,-,, J""' "" '"'~"''I /·-,,,.=-I~ ~' '"''"''""""'"""J ',,, '""""'""'"l ;-·--,w {~~-=-=;-~;~;'.-=~~~:~:%:,(:?:~2".'} ;;~ ~~ ,. ;;::i ·• ::: :::l •8 :::::::i FORT DENT PARK PLAN ® SO.U:::FEET (l!!!) ~d d r-=·w·. I illl I ~-...__ ;~ ,~ d II ,. ~i::l "" ~~ A-LINE PROFILE HOR!Z,1"·20· l'(R1'·1"-6' ~ ~ ~~ ~ ~ ~ ~ ., ~~ .. :.::~ .. ;::~ ----~ I I I I I I I ~~ ~2 I I • I-"·~ ~==::~ ™ LAKE=~:f ... TRAJL '----'--------'------'-..L.___-__J :£.'~, S ~ ~e.a~a,AA,c,o~~""'~ CIVIL CONSTRUCTION NOTES: t,j(JT[S1-6APPLY~LYTOS1lEETC6-*!0 i,.i.','ENOT8EEHlt,fCUJD£0t£RE 0eEAt,IGUM'OAAILM/CttOIITYPE10, ©GUARDRIJLCCINNECTIONTOBRIOGE CONCREIEIIAARIER,PERWSOOTSTD. Pi.AAC-7,0[$\GNF, 0 ~~~JttMPO~~~:'l 4b.- PWI C-21110-02 #10 C-1B. @NOTUSEO @~"th:~r~~J~ f,";;'\1NS1mmroeo1.JJ>RO. "' ~DET,IJL2.SHEETOI @)INSTAU.BOU.J.RllSTRIP11iGPER DET,IJL5,SHEET01. c.\1~AU.CONCRffi!Y,1,RNI."'""" l.:;./P[RQ[T".IJL4.SHE£T01 @~~~0 ~/f:EDCAi!OPl'PER ~l~AU."48"CATCHB.ISINTYPE2 \JPERWSOOTS!D.~B-10.20-01 ~T[~u·,mHEH{Y-01.11YBEEHJVE @~1=~w1~~E LEtlGTH~MOTillOkPLAI,'$ c.:\~ALLTY1'£1RESTSTCIP.SEE l..:::JorrAIL2,SHECT02. @ W:'-~, S:&~m~tro7rJ """"" r,;;..ILICK\lllfll.CHAIMUNKfl:tfct i.:;:IWf1HTIYRAILl'r'PE6P£R'/fSOOT SIOF'LANF;;-2. @) ~ST~ ~~:ont~~ @ 1~ft1~~~-~~1 :~ 10.42. SE( PROflL( Ok g,[[T LEGEND: (l!!!!) ~~=t~=~LDNO. 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION PLAN AND PROFILE :c;: 1 "~~""' ! / BLACKRIVER -. --. I L t/ "'""""'"""""'" ---,-··PA---------·1··-CMRl£AD _.! L -"-:,;JJ!" I t~ "'"'"'' °'I' 'ij'' -' ot._,,,,_ !::;!ic z "'~"'"""""" ------------------"'-------1 • ' l\ " il• -, , D r ~~ -.:;\--""1-----------Lr._,_®..,,_,__• ---i~~ ··::::.H;::-i' ·,:,:..-:--- ~1 ·-·-' "" -----ttl, -.:'~""::.-i 15 I ~;¥~~~~ ~1 : STA6+&4.9.0'RT '$JI ---~: J ""'@ I \ "":If.·.::::-°'l ·--:.~)~' I : I I ' , I :::2;::; ·~~ ~~~RENT FElD LOCI.TED EOf"IAST&LY8NSf1Wt.S. --~~~- !, i:~ id _, ~g -e '.:'i;:j ;; ~ -r. .. l.l.DI ~D "" ~:!'.! !1; ~l ,.~ :"'~ ;~ -, ~~ •a1·•a sH~ '\'a~':.,":"' "' ·1 am, ~~,,~~N~M ® "' ~~ oS :'?';!i A.IJNEPROFILE HORIZ;1"•20' \'ffil: 1·~~· D~ ffi ' ~T ~; ~§ ;,~ -• '.~i;: 0 \_2-12·so o.-tl.-U' K,,IUR =l'!: o0::,; w;; ~i;: "'';!i ~:!" ~41¥1::l#lii' II LAKE=~y\lRAIL ~?;;? ~"-~"-"'°~'""'~- ;~ CML CONSTRUCTION NOTES: ~~e9~Ll~~ci01£~~ C6 ANO 0BE,l,\jGUAAOAAIL~ORl'l'P£10 (i)CI.WroilAILCCINNECTlll'iTOBRIDCE CctlCRETE BAARER, PER wsoorsm Pi.AtlC-7,0ESIGl,jr t;;'!INSTIJ..LB£N.IGIJAAOR,IILT'r'P£J1- \:.16fl.LONCPOSTPERWS00TSTO PUINC-20.10-02AMIC-1B. @NOTUSED @m1t1a:~~ET~ Q1NS1AU.FlXEDBOL1..MD_ ,ea \:.5JoCTAIL2,SlfECT01 f.":\1NS'JAU.BOLLJ,R[lSJRIP11iGPER \'.:,locr,11L5,SHEET01. @~~~~-MGBIMJ ®~tfi'\~[tlC'Jt,)P'l'P[R r,";\1NS'JAU.ol8°CATCHBISINTYPE2 '..:.;/p[RW500TS11)F'1.ANB-I0-20-0l ~~RQ~OHEAY'Hll.11Y8[Ell'IE ~li'ISTALLCORRUGl,TrnPOLYETHYLrnE i.:..:.J STOR~ 5£'/fEI! Pll't 12 IN. DtAl,I., I.Elf;TH M; liOTEO ON Pl.,\j,jS. Q 1,m.t.1..1. TYPE 1 REST STOf'. SEE \:::JoETAIL2.SHEET02. @\~fc:l'..~s~i:r: ON PUNS. ® ~~~?u:~~~OOT @ ~~o~;~~Alt~ @~~1~C(ll~-~~ t:t!04.2.SEEPR0F1LE0HSHEET GENERAL NOTES: SEE ~IIEET CSI FOR rfflCAL CROSS SECTIONS. 2. SEESPECIALPRO/ISIOl!SFORROOT f'RUN!t.lG»IDOE:-LJl.tt!NGOFTIIEESOR SHRUBS ALOI-IC THE TRllL ALIGl-l~ENT. LEGEND: <l!'ID ORM+\(;[Tl<R(SHOLD D1SCIIAAG£ AREA ID t,o. 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION PLAN AND PROFILE ·-1.1..- BLACK RIVER -~~}xr- '; ~ ~-; l, ;1, '.':~ ··..:..~::."' :; / / / R~ ~~ ".Tl.~~ ~--- ~~ '" R~ "~ PLAN SC'LEIMFITT ~~ ~ ,a ~~ A-LINE PROFILE ~ V(RT: 1"•~' D~ ~~ I i ! r- ![ ,I I[! ;~ ~ ~ El.•12.liT ~--=--:...::...._- :=' •A e'"_; "' .. .. ~;; II ~~'"'"-"~--I ' ! 11, ~: _, ~;;; @~~rr~:~.IIG BAND @~D~tt:EOCAl'IOF'YPEFI ® ~~ ~TC~~-Th1'Jo~01 ~TLR()~DHE.Wr-DU1Y8£EHIVE ®~t~~~1;ol~~E LENGTH MS ND"!Etl DN PWIS. r.";;\1MSTAL1.'M'f1RE:SrsrOP.SfE \:.::.IDET>il2,SHEETD2. r;;;-,.IMST/ilf'VCSTORt.1SE.Yt£Rf'ff \:.:1121ttDL1M •• t.fNGTH>SNOTro ~ Ot,/~ ~ ® ~~'\~~J,/f PE~OOT STilf'IJ.MFS-2. @ ~r~ ~~oc:O~AI~ @ ~Al.t1~:lfTCOfi~.0~~~ ~o 10"4.2.SEEPROFlLEOHSl-lEEI" GENERAL NOTES: 1. SEESHEETCS1FllfflYP1CAI..CROSS SECTIONS. SEESPtCIAlPRCMSIONSF0!1ROOT PRUt,/ltlCAhDDE-LJl,jBf.lCOFffiEESOR S!lRU8S llt.ONC THE TRAIL AUGN~Et(T. LEGEND: cm) DR,!,l!WlETHRESl!Ol.D Pl5C~[AAE/,ION0. z,----TDABOU~DAAY r--0"1 RCJ.IDWAY PA'IEl,jElfT REPAIR L....:....:.J SEE APPLICABLE SECTIJt!S ~SHEE1CS1. D CEl,jOffCOtfC.SIDE'/IALK ;: ~ r::c~~\~~D AT90XSUBl,mAl. - DR'-'E'/1",\.YRESTORATION, 4-INCOINERcW..H~ OVERHNCSTC PLAN AND PROFILE STA16t-30,9,0'RT END@) .. ;,,~ I\ !i I , / ~ \/_...,_,,@ ' ~· ' I, ___ ! J~--- PLAN ~ MATCHLINE SEE SHEET C6 'I SCl.i..EINFEU h . ' .~ -"!l1'l'ilS!" ~ .• ,.. 1. -• ~ ~~~ .. i'.:1',j ·-~ ~~ 0. c':l~ ~ ~ ;~ PROALE HORll:~ VERT:1"•5' UlO-~~ ' ' ~/~~- ;~ oS "" .. ;;;:!l -· l's:';! -• ~;:.; ~filiii@!il' 1-" -~ "'"'~~:~::~."''" OIEEIIIRIVERTFWL TOflACl<ESAVESW CIVIL CONSTRUCTION NOTES: NOTE51-6.t.PPI.Yil'jLYT0SHEETC6AN!l W.\IENOTBEININCI.UDEDHERE. 0eEAl,IGlW!DRAILA/,tCHO~TYP[10, r.,,GUAR[IR,IILCO~ECTJONT0BR1Ck:E "-!./ COIOUE B.Wll:R. PER '/!SOOT STD PLANC-7,D£SGl,tF r;:., 1"5TAI.L 8[Al,j GUAAOIWL TY!'£ 31 - l.!)6F'T.LOMGPOSTPERWSOOTSTD. PlAI.C-20.!0-02ANDC-1B @)Norusro C,\ 1'1$TAI.L REIIOY"ABLE BCUAA_ O \:..::.IPERDETNL1,SHffiD1 ®ilf>T/il.LFIXE090Ll..AADPER DtTAIL2,Sl-£ETD1, Q1~.IUB01..W!OSfflPl~PER l.:::JOETAIL5,Sl-£tT01. c.'11~/ILLCOIICRETEWNINl~EWiD \::.I PU DETl>ll ~. SHEET 01 QINSTAl..l.F£N<;IDCANOP'l'PER 1.:::JSf£ETDJ. @ ~~-~-c~~i6io~o, ~~ROUNOHEAV'1'-0UTYB£EHM @ INSTAU.CORROGl>.TEOPOl.'l'ETHYLEf!E STQRl,j SEWER PIPE 12 11,1. Di,l,!,I., LEl«,IMAS'l()TtooMPI.ANS. QI\IST.lilTY!'E1RESTSTOP.SEE ~0Ei111L2,Sf£ETD2, Q~IUPYCSTORl,jS[WtRPIPE 131121N.tlll.M.LOIGTHAsNOTEl) '"""' § ~\;~~urp:~r STOP~fS-2 @ :r~D r:~~~W~ @ ~~1~~N~o~0.0~~ri-( ~IOl.2.SEEPROf'lLEOl,IS!IEET GENERAL NOTES: I. SEESt£CTCS1f0RTYPICAI.CR0SS SECTI(l/,tS. 2. SEESPECW.PROVISIOMSfO!!ROOT PRU~/>lfJDE-Ll~BINGOf"lllEESOR SHRUBS Al.OliG THE TRAIL ALIGl'i~OO LEGEND: (]ID DR,IJN1,C(THRESl10LD DISC1ii,RGEAAEIIID~. -~--TOABO\Jl\iDAAY 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION PLAN AND PROFILE C4 ~ ------- MATCH~IST. l,iATCH[XISf IFLAT,\pf'Ro..\CHSLIB """ )IOTI: AllO!TIQ"W-GRADI~ FOR SIDE.WltKS. ~AYS, R.ll,IPS AND TIWn: ISl..l<l<IS TO BE PRO\IJOEDl\'ITH 90-PERCENTS\JBMITTALTHEf'OINTSSr(lfttjl£REti£REPR0','IDEOTO DEl,,ioNSTRATEPOSllll/EDAAI~ CML CONSTRUCTION NOTES; 0:k~~COF~O~~~ PER r::-\11,iSTALI.CEliE:NTCO~TRAFFICCURB \V ~~O~. PER WSOOT STD. Pl.AA 0 ~~:T~~-~ ~~:g;,".9 -----------.© ~~~~1~\~:~rn~ © ~~~:~~l~~~B F-'4(U6-02. STA 2(),1+07, 5.9'LT ---__ ....J';\ RAISE/REPLACE Wlf1DLE OR CAICH BECIN~----------------1.:.,)8'.SIIITOFl~SHEDGRADE. STA20-4+57,5.B'LT CHANNELIZATION NOTES: OID© <..._·~---,j-! ---~-0~8~/E~Cilf!ERLINE -~-~ ~THERl.fOf't.ASTlC~liOO!ANOwi:roo~PIIS, .. ~tlllJU -™' __ .,_7, 0•= ----~ L6' -----0oto ©~g>~L~~~~ooe~TOP~ --__ _ . ___ © ::a:».s:\~1~:lsu~~:/ER PLAN © ~ou '" °' '· ro, m ~~ml ~ 0 STll,P~~i1.',ROWPERCOff N •--~ 1o sro: :_.;,.f~ ,= '"'"· STORIIDRAINAGESYSTElf DETAIL CD QJ ~ALL CATCH !~OTES: i~i~f~lt:S~R[~m lIJ~AUTB'M'E1 PLAN ri.:tzr:~:J:1 0 CONliEi;;:~02. PER \\'SOOT STD [II ~f =00,I,=:~ ST!IUCTURE. 0 :: :: /;;.~d.'.£:Ff:'' ~~~~~-~;:2~-1 ~ 05~~=-? =~:m~~lll~FY ~e:~:OTEs: 2. ~~:~I::: CROSS l~UOEDltl~RBWHE~=AAr. LEGEND: ~ ROolllll'AYP,\'/El,jOOll£PAIR. i.=J SUAPl'l.oa.E SECTIONS D lilllilll l2§j - OM S~El CSI CEMENT OONC. smEW!J..K DE1ECT.IBLEWAR!i1MGSU'1F"N;f: PAT!f~ED CEMElfl" CONC. DRrv('#AY,DETAllSPROVl[IED AT9~5UBl,IITTAI. OR!VEW,\YRESTORATION. 4-IM COWI.IERCIAI.. Hl,jA OYER4-IMCSTC ~1,,-, i·-II -I CA r, ' ·1 -··-·-1 ...... D)IORAA ~:":""""'~ ...... aoc.ou:~ .o: llf'IM:rr SEOMENTA I I I 1 1 fr=E#.:::? 0 ;~~=F ~~~·~,,,~,.,,~ 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION INTERSECTION PLAN ,....,::."'''""" CROSSS1-QPE'°VAA1~__.. ..-"§EEDET ----"'":::'='" ~· .,,-, ____ e.ti..-----:-· ~-=---= ~---------------- \ --,-' ---------.......1014-80 ' -r- "\_ ''~7o....{. / \:'!''1!'.' x ,Q.,,, / /' v·:.--..... il 11 II :T·- BLACK RIVER SOllE~NfEET . ll. ~1: l~ ~J~ =i~ -~ ro;::; u,;!j ~~ :S::1!! B-UNE PROFILE HDRIZ, 1"~2& \e!T:1"•6' ;~ ~§ ··• -';~ ;~ ;~ IT rr1~ 11~1 4).. m 1 "" ~ ~ '" ~ ~ CIVIL CONSTRUCTION NOTES: ~TESt-6APF'LYOl>ILYTO~me1>».!0 HA\1£ t,(IT BEW ltlCLllllED HERE. G)BtAMGUAAO!VJL.t,HCHORlYPE10. r.;,, GUARDRAIL COMtlECTIJN TO B~OGE l..:::.,ICOtlC!!ETE~ER,PERWSIJOTS1D Pi.AAC-7,0ESIGl!f. r.;,,t.lSTAUBE>UGl.JAADRilJLTYPEJ1- I..:) 6 n. LIJtlG POST P[R WS()OT SID P1.AAC-20.10-ll2At1DC-1a @NOT\JSED @m~:"r.-~rrr~ c.:"IINSTAUflXEDBOWEI.O~• l..'.!loCTIJL2,SHCT1'01 ® ~:\~~-~Pit¥'; PER @1m~~~~~D ~INSTAUFEl,(:£0CN¥Jf'YPER ~S1-££TDJ. @:;r~·~~~~W.io!o, ~TE.RO!fflOHCAVY-Ol/fl'B[IBI\I[ ®~t=~w,~~E I.EWGTHAStlOTEDONPI.ANS. C-:\itfSTAl.l.TYPE 1 REST STOP.SH i,:_:v[)[TML2,SH([TD2, Q1t1STIJJ_PVCSTORl,jSE'11ERPIPE \::1~1~~,LEtlGTIIAStlOTID @ ~\~~~~u:KPli~oor sm Pl.AA rs-2 @W~~~~n~,IJTh: @ ~~11~~~~ ~ri4 :D10U.SEEPRDF1l£0NS!1ITT GENERAL NOTES: 1. S€ESl1EETCS1f0ffM'ICAI.CROS'S sm<>Ns 2. 5£ESPECIALPR0¥1$IO'l$FORR00f PllUtllt!C"NDOE-l.lMBIIIGOFTREESOR Sl!RUBS At.Citic fflETlWlAUGN~Et!T LEGEND: {M) g~::it:mH~l.ONO. ----TOIIDOUNDAAY 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION PLAN ANO PROFILE 40~:21.i~ " ~ I ii, 30 ~~ . " ~i!:: '-~ ·• .. O::i!:: :s;;:: ~t: "'";;:'.:,:,:"'"' -- \_~ ~~ ·• f:~ R~ i~ ---!'4.. __ .. t:;::; PLAN SC>.I..El~Fff!_ ii !1 'I' ~l ;~ B-UNE PROFILE HOR!Z.1"•10' \IEliT:1"•0' ® ~~ '-"""" ~-._ea_ ________ _ N ?.1ffifill j =~ ~l ~g gf H ~~ ;;f.. ' . ~~ I ' -r---,---rtj ! I -----I!:: -~--J--1 -----,: ~ . L~ !,,.;;------~-~-•15 i ;--~w : ! -----IN CSTA106+75I/ ~: T0\24+!!5~ ,:i i lllf'F'ER ,.r -• i':'.:i'.3 ; ' "":C:.W:-'" :~ ,~' ,r f / 20' E'/IINO'/IAl..l. : 1 ~NT~.1>1!26569 ' ! ! ,: ' ' ' ' .. :'::~ ;~ l; :11 ll ;~ ·• ~&: i~ CML CONSTRUCTION NOTES: NOTES1-6APPI.VONL'1'TOSHEETC6»¥J H,I\I[ t«)T ~ it!QUDEO I-OE. 0BOl;COIJ!ORIJL.AtlCHORTYPE 10 0~=:~~~~iro. PLANC-7,0£SICNF. f":.',,INSTAl.l.BEN.ICUAROAAILT\'P£31- l,::.J6FT.WIGPOSTPER'/1500TS!l). PI.ANC-20.I0-02/INDC-1B @Norusro @~~ET:.~rr.in~ ®~WAlftl~~PER QINSTAI.LBOU.AROSTR1PINOPER l.:::JorrML5,S1-£ET01. r.?. l!ISTAU.CONCRITT WMNING BAKl ~PERtlfTAIL4,51,EfT01. @~o'l:ftCf.Oc;AtfJPYPER ® ~~· ~-CH~:.~=01 ~TE~UNOHE.I.VY-DUNBEEll\lf ®INS'TAl.l.CORRUGATEOPOL~E Sl0RMSE!IERP1P€:121M.O\AM., lf)fGlHASf.lOTI00NP1AAS. ~lt/ST.IJ..l.T'!'P(1R£STSTOP.SIT -..::VOCTAIL2.SHEETD2. t::\ lt/ST.IJ..l. FVC STOR~ $MR PIPE \!.!/ 12 I~. [11.0j,j •• L.El'lGnl N5 l'iOTil) 0~ PLANS. ® ~~wm~~U61¥PE'i~ooT @ :W~o ~s~~oc~f~.11~ @ ~~1~00~~-~~iM :~ lo-4.2. SE[ PR011LEC1'ISH£ET GENERAL NOTES: !. SEE Sl£U CS! ml 'M'ICAL CROSS SECTIONS. 2. SE[ SKCI"'-PROVISIO'IS FOR ROOT PRUNING M>IO 1:€-u.lBIN~ OF TREES OR st1RUBS-'1.0NGT1'ETAAIL-'1.10NMENT LEGEND: <l!ID OAAltil,GET1'RESHOLD OISCHARG!'N1£AIOt,fJ. 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION ~ ,------,-------,J-·-l'l''"' 1· .. 1· 1~= 11$~·1 D~ m · ··· 1 ~ .. :::::~::'.H PLAN ANO PROFILE ' ' ' ffi~----------____________ L!I ____________________ J}j,_ •• ------------------------------,~-:-,;-:..;,---! ,li Cll!ID Cl!i!D .,,,,,m'"'"~ '~ "'""":.'- r===~::: ·· ~·· t ~==~3~~~~~~~~~"i~ , ' : . ' ··-i Fl I "-----·~ I ' ~; ~ li_1"""~"'" , ~r,;,- IJ.•l0.2T ·• '>;i;;j 1 ~I' ~: -• 'il>i :Ii .!!,!~ ... ~ "'~ ~ Pol ;:, :;j ~: g: ~~ ,...,!'1~11= ...... ;: I PLAN ® I SC,l,i,£1Mfm t,,A ~ ~, gg ,, ;~ ! ~! ::." :i l; ;~ 8-UNE PROFILE IO!ll:1-;io' ..OU:1"•6' ;~ "' ~I;; El.•l!!..55' .,~ .,,:2 -~ ~~ ,,:;~ K:(i ~~ cO ~~ .. ;;;;::; 0°'1 . LAKE TO SOuttD TRAIL SEGMENT A ,,, ~t CML CONSTRUCTION NOTES: l,jOTES1-6N'PLY0NL'fTOSHfilC~.oi,j[l ~t!OTBE£M1NCt.UDEDHERE 0BU,l,IGUAAOAAILNP!ORTl'l'lc 10. r.-"\GUIIRDRAILCONHECTlOMTOBRIDGE l..!/cct,CRETEEll<RR'£ll,PERWS00TS1D Pl.Mi C-7, DESI~ F. r:,,~AUatlU!iUIRoAAILTYPE51 - ',.;:.)6F'T.l.Ol,IGP0SlP£RWS00TS1D. PI.JUIC-20.I0-02AliDC-1B @t10TIJ5ED @~~:.~~frr~ @ ~!\~~:~o P£R r;;-,.lliST.1.1.L EK>l..lARDSTl!I_ """" °00CTAJL5,Sfl:CTD1 @ ~"tii~r'~~I.~ BAN0 @~&-o~EDr.A.li0P'l'PER r.;\1"'5TAU.Ql"C#,.ltl111ASl1'1TYPE2 \:.::/p[R'j/SOOTSltl.l'IJ,NB-10.20-01 ~Tt'.'°UNDl!E.W'l'-DUT'l'BEE..vE ®l!iST.1.1.1.CORRUG.I.TEOPOlmlm..ENE ST0RUSE'/IIERPIF'E!21ltDW,I, lEtt;;Tli ;.s ~OTED ~ PWIS, r;;:,,1'6fAU.TYPEIRESTSl0P.SE'E "-:::JOETAJL2,Sl1£E1D2, @IMSIAUP\/CSTOR\!Stl!'Ef!PIPE 121t1.w.M.,1.EhGT11ASNOTUI '"""' @ ~K~~U~KPE~~OOT STDl'l»!FS-2 @ ~~ <:~~~:~~~ @ ~~1~~~Tb. 0~~t~"o. ~10l.2.SEEPR0f'1LE01iSHEET GENERAL NOTES: I. SEESHEErCSlfORTYPICALCROSS ~= 2 SEESPECW.PROYISIONSF"ORROOl" ?RlJNINGNIDOC-Lil,IBO~CK~ESO~ ~RIJB'iALDNG™ElAAILALll:UIE'(l LEGEND: = tJRAJt.o\C.ETI-flESfiOLD DISCIW!1J£AR[.l.(DN0 ----W.BOU'IOUIY 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION PLAN AND PROFILE CB 2JJ-DIIS'lfl.O'. 2J.H-rNSl6£1.!V. lJ.l 23.:lO '" 22.87 : ~ "' 2292 m 23.06 "' 2311 1ZJ 23.\5 "' 23.52 <29 m, m 2525 6-:> .L.3~~s ~n~::,!'•!.W~--\--------: \I\' \ \ \Ii \\ \ ',j I\: 'I I I\ i\ I 1 1\ \\'\ill II ::\ \\ !\' \! '.1 I I\ ' : \1, ll : I ---,-,;; -•.:::-:·:::.. ·-tl1 ·r h----\----1. : ~ \ I \~ \ \ ii\ 11 : 1 l\ '\l ': ! I 1-1\ \ jl lb : \\ I \I I jl I ii : l\ 1l i \1 I! i \\ t :: ,i j: ! ' ' ' ' ' ' ' ' ' r1 ~g : s~ : .~ ' ~· ' ' n i I i \\ i ' \\' l 111 f \\ ·I It 1 1 I t ;I ' 1, ti i \i J!I !\ ' ~ ii' !! ! I /i I/ i I, \, i I/ if I I) I 1 1, 1 ll '1: I Ir I< , I: I'-It f ,f Ii ! I Ii ' " ' ! I Ii ~ i .. I -----~-i I I l i r MATCHUNE sEE SHEET c11--..! __ ?i,;_1•"''"''' -=-::.·- ~I / c\ , •-••-I ; ~·-' \ "":>:.;.·· 1 I I ""'- ·• ,-~ ;J ~~ ;~ : r---1 I / l,. WETlAND4 ~~ ;§ ~ ~ ' j ;,:~ ,e ":!! ~1!! ~1!! ~~,.~.<? !o~ NS~~~i!l5 ['=' ,' 1i ---l~-- IJ ;;:~ B-UNE PROFILE ~ 1/[RT:1"'"5' c~r;:; ,,;,~ ~~ ' l ~ ., ;;:~ '~ i~ ~~ "" ;::\!l "' )~ ~ ,. R~ I I ~: CIVIL CONSTRUCTION NOTES: NOlrS1-6APPLYctd.YfO!tlffiC5~0 IIA.V[ ttoT SUM INCUIOEtl HERE. G)aE.IMGUARDf!AIL»ICHQRTYPf10, 0~==~~iDGt:sro. PUN C-7, OESlct{ F. r:::'\ INST.oil SOM GUARDRAIL TYPE JI - \.:)6fl.L0NGPOS1PERWS00TSTD. Pl.AIIC-20.10-02AADC-1B. @)MorllSED C-\1'1STALLREl,l0VA1!LEBOU.AAO. l.:..:JPERD€TAIL1,SHITT01 t;;;\ l'ISTALL FIXED BOUAAD PER I.:.:;) DETAIL 2, SHEETOL ®~:1-5~~PER ®~%~~1t!CeAAO @~oFEO~PER @ ~f~f ~~~tw.fo~o1 ~TE~UMOHEAVY-OUT'r'BEEHM: ®1tl$T,UCOO!l.lGATEOPOl.l'rnfl\.ENE SlllRMSE\ll£RPPE12f!.l)IAl,j, LENGTHASNOTEDONPLANS. ~llfST.I.Li.Tl'P[1RESTSfOP,SEE ~0€TAIL2,SHfff02. f.'::\1~.W.PVCSTORl,ISE'/IERPIP( \:.!1121N.[I\N,j.,L.ENGTHAStlaTED "'M<S. r,;;:,.,BI.ACK'w1NYLCH;.t,jUtlKFEl«:E \!:::Jl\'ITHTOPR,\JLTYPE6PERWSOOT STD PUN FS-2. @ ~~o ~~~~°%~~Al~ @ ~S:~1~:t{T~~D-Dmr~1 :.0104.2.SEEPROFllfONSHEET GENERAL NOTES: 1. SEES1sEETCS1fORT\'PICALCR0SS SECTIONS. 2, SEESf'ECIAI..PRCMSIONSFORROOT PRUNINC ~C OE-U~E!f!C Of" TRUS OR SIIRUBS -'l.ct!C THE TRAIL AUGh~ENT LEGEND: <!'!!D DR,1iWieE:fHRESHOL.O CISCH.O.RGE.o.REAIDHO ----AABOUMCAAY 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION "T'il'-AI< -:.~ I -I ~ ~ ' I umo,o""'"''" ~":!.-.":"'MU•U<.L~. .. IJS'Sffl SEGMENT A :t,;:~,':~ D };;-c;':,;/ '""'""ffi~"'-"'~'" PLAN ANO PROFILE r--fLL____ -------·:;--;,.;,,--;;-;·---------------I ,....._., ,_ I IN~S.Ei.RESS ----/ .., CIVIL CONSTRUCTION NOTES: NtJITT 1-6APPLY0NLYT0SHEETC6~D IV.VE NOTBITN ~CI.UD£0 1£R€. I L""'"""~ -r---1~<>-~0-~-~<~f -···-0 ~~.~/ : ! /!:.(j 0BEAUGIJ4RDRMLl<NCHOIITYPE10. ro\GuAROAAIL~~tCTIIJ'!TOB"'DGE \.::;C0NCRITTBI.RR1tR,PEHWS00TSTO. PWl C-7, DES1CN F. /;\ INST.l.l.l. BOO,! GIJIRDRl<IL TYPE 31 - \V5FT.L0NGPOS1PER'l\'SOOTSID PIJINC-20.10-02.ANOC-11l @)liOTUSEO @~~:~rn~ ®INST.IJ.J.F1XED90LLAR0P£R DETAIL 2, SHE£T D1 @1t!Sl.l.l.l80U.ARDS1RIPIMGP£R DETAIL5,SHEETD1. r..'I ltG"rfil CONCRm ll'ARNI_"' '"'" l.::,J P<:R DETAIL ~. S!IEET 01 t..\lNS'lfilFVfCIDCl,lfJP'fP[R ~SHITTDJ. I ·-···-i • .,,,~=-· /~ ~--t/ ,/ ~I .t' ~:~~-1i ·--7 !i~ ·1~.' JS ~ :l_i :, ~~ -• :G~ ~~ ~ ~ u-21.1~· ··- _, ;~ :::i ;: l (1:11 'i !a .. ~~ ·• :!:~ -a ;;~ PlAN ·• :;;~ B-UNEPROFR.E ~ \U!f:1"m5' ~ :11 cO .,;!_ "~ ;c:~ ;::;r::; ~:!;" ~~ 1! H :S::!;! i i~ ~I~ -• Ni:j WETlAND112 / COMPLEX ~-T = zj~ ~~ ·• 1:3:i:l ~ ~---,-----,1-"·~ n·-., 1-· 1· r= 11~1~~;;'1 o\lh • ,~,":~,::::::::"~ -· ~gj .. ~~ @ ~~-~-CH~~-Tii.iolo, ='l[~ulf:) f!U.VY-OVlY BEUWE @=~~~o1~~E l.ENCTHASNOTEDctil'I.AHS. Qit,ST.IJ.l1YPE1R£STSTO!>.SEE l.:!loEUR2.S+£ErD2. @ ~~J:li.. SZ&~ ~oo"Jl 0~ Pl.ANS. @ ~\~·:~~EUtPE~~DOT STO f'1.»I FS~2. @:r~ ~~oc:o~cir~5g @ ~~1~~~~~-D~~~ t!f. 10-4.2. SEE PROFllf 0~ SrECT GENERAL NOTES: 1. ~b~~C5lf!JlTYPICAl.CROSS 2 SEt5PECIJ\LPRC1,'ISIO~fOllROOT PRUNll,JG,ll,JDOC-U..iBll'1GOFlRUSOR SHRU8S"'1.0ffGT1itTIWLAUCNl.£NI. LEGEND: (]!![) DAAl~ETIIRESHOI.D OISC~E.IJ!EA!OMO. 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION PLAN AND PROFILE C12 )0' ~ 2967 193 ~" '"' 29.!9 ;·,9 27.92 '" 27.35 771 27.07 I \ ' \ ·, \ "'"'$ ·~·$ ~"" / / ' ' ' --_____ J_':_--.. _ '-=· / ' __ ,-------------------/. •j ---/ --~ 't~~~===~-,;,;==-~:~~~~cc~~.. -, ... _,, ~1..-,...,., '\ ', \:.. .... ' "":if.::'"" \ .., """" """~ ' A ,,,./ \ \ /" ' ,;>J):,-'' , WETLAND112 \ /'_,,,,-/ «-...._,,,_ '\\ COMPLEX \ / --~· \, "":if.::-" ~: -• ;;;;!. "" "• ~~ 22 '"~ ,:::i,: 1' 1! 11 ~ ~ ;~ El.•19.o!I' ~-11.lll ~~ PLAN if;) ~; ;~ ;; ','(RT: ,·-~· ., ~;!! ;; !I. ~ ~ ?~ ~~ ;: ~; "'":-:-~- ..• '."'~ ---LAKETOSQUNOTRAIL WETLAND112 COMPLEX .. ?'~ ;I~ ~~ ~~ l:~zs CNIL CONSTRUCTION NOTES: ~OTES 1-6 APPLY ot!LY TO SHEET Cij /lhD H.I.VE~BEDl(l,jCI.UOEOHERE. 0B[N,IGIJARORIJLANCliORT'l'P(10, r,;,.GUARDR.lllCO~l:cnol'ITOBRIOGE \:)o:JNCRETEIIAARIER,PERWSl)OTSTD. PLINC-7.DESlc:tlF 0 ~~~:f'{,0~W,,-~lir~ - f>l.»lC-20.I0--02.IHOC-1B. @~USED @~~!~~m~ @ lkSTAU.FlXEOBOUAAOPER 0CTAIL2.Sf£ET0I. ®116fW.EIOI.J..ARllSTl!IPk:PER DETl>JL5,Sl£ETDI. @ 116Till.LCOHCRETE'/1NlklNG.'""' PER OCTl>JL ~. S-,E[T 01 ®~~D~tle[OC,1,NOP'fPER t.:\it,!STAU.'48"CATCl!B4SINT'tPE2 i.:::JF'£1'1WS00TSTU.PI.AAB-10.20-01 ~~l!O!JM0HEAV'f-0UTYBE£HI\I£ ®~f~~~,~~E LE~/IS~!'ED00Pu1.NS. f;";;\1NSTALLTYPE1RE"STST0P.SIT l..:VOCTA!L2,Sl£ETD.2. @) \~:.1"~.~™s~~~ ONPt.ANS. ® ~\;~~~~pt~~OOT STDPI.ANf'S-2. @W!~r:~~~~ @~~1~~~~~~~ t:t1CJ.4.2.SEEPROFlU:0NSl-iEET GENERAL NOTES: 1. ~~CSlfl.lRlWICM.CROSS 2. SU S!'EaAL PR(MSIOMS FOR ROOT PR\h,INGAADOE-LJW!llhGDrfflEESDR SHRl.8S A/..OMG THE TIWL /11.JGN~ENT. LEGEND: = --= !ISCHAAGEARU.IDl,p. 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION """f"il'Y!!' ... "'":!,Ill.UR 6Jr ""'!~"~?:,I" 1~~;~;;·1 D ~:::1~, I ,~.~:=~::: . .,H PLAN AND PROFILE PROP05EDLOCATION STA Off - C5+58T CROSS'/MLl(-STOPOt.REO BICYCLE/~SYl,eoL BIC'l'CLE/PEOESTRIANSYMBoL "'"' (J(IS1'INGTR.1JLSl0M D:ISTINOTR.I.ILSIOM liOOUWf'IN(; NO STOPPING OR STo\NOING NOTES: 1. l.!OUNT ON WST AR\,!, PER CITY OF RENTON STo\NDAA!I Pl.AN G0!1 2 l,!Olltll ON SIGt4/.L OR LIGflf STAt,/D,,IRD, PER '/lsDOT STh Pl.AN G-:5(1.10-01. J FWOR'ESCEN'IYEUOl'I-OREEtlB,l,CKGROUND. SIGH SCHEDULE _xg• _X9" 24":0o" '1111-16 JO"XJO" 1¥11-,~ '/111-15P 24"X18" '/1!1-15P "/13-J 1a"x1a· 24"x1S" ~6-1 ~6-1 '" ,;, "' "' ,v, ,1, '" "' 4. AU.SIGNSSHAI.LBEIMSTfilEDl/,tACCOR!WiCEl\'rTHOCTNL2.n-MSSHEET,i.JNLESS SPWFlE0011£RW&INTHEREIIARKS. 5. SEEPLI.NANOPROFILESIIE[TSFORSIGNLOCATIOl'IS. 129'0767.!£ ~ ~ "' SEEt.OT£1,8.o.CKTOBIICl(WID!SIGN2. ,;, SEEt!OTE1,BACKTOIW:ICl\'ITH$1Gtl1. 4"X4" / '/l(lOO 4"x4"/WOOD "1' ,;, "' ,;, "'" ,v, 4"X4"/WOOO 4"x4"/WOOD 4"x4"/WOOO ,v, 4"x4"/'MICIJ 4"x4"/WOOO "' 41:4"/WOOO ElCISTINGSIGN.NE'/ilPOST ,v, PROTECT~ Pl.ACE 4-X4"/WOOO DIISTl~SIGN. tm~ POST. ,;, REM!M:I\NDDISPOSE ~ ~]- I ~, It ;~.-r·-· =--~~4 ~~= )· ~ ; ~'Jc Jc""-'" cl 1=,,,=11'f!''""' -'\:,k~-F(f! -l.5flll([Sll)l,(~-APPR<:IWI... 2-S0:1lt$SIE!lft11!SIGIISCIEIUI.C. ~ DETAIL CI:, so.,-. REVIEW SUBMITTAL NOT FOR CONSTRUCTION D(l SIGN SCHEDULE ANO GRADING DETAIL -,,-·--UJ(ETOSOUNDTRAIL SEGMENT A == -~-"~"°~~SH b ~ DI I I i ·~i ,._, 11 5 I iii --Etr- i ,.~ ~, J0.1~ I I P\/1 STA 2+10.7~ EL-30.76 I \ !j ~ I I I \ \ :~r ~~e '"r~ X b ~ ~~~ l lli !~ !! 11 :,,~ ~ ~""' ¥:; t•nn E.t.stt ! 1~~~~-----'=--~ i I ~t I I w ta lj '• I ! ~-rt' I II 11 II II II II '1 f I I I I // // g J J -M ~ ' I I I I I I ---1----1 __ _ I I I I I I I I I I I I ---1----1--- I I I I I I I I I I I I I --_I_ --_I_ -- ------------------ -, ::n-~j.,a\JSll[l)t'"' ~S1E~R0.8Rl0Gt \ \ NOTES: 0~AA!l~~~a~=iif=sW:~~~L ~m~o 15 SlG'!AL PO.£ EQUIPl,IOrr SCllIDULE-__ .--- ---~ --------,,~ .. ~~~\J;:·r=~· ... c,, '\ :()17l9]~POLEIV.Dt/0.6l @w~~,~r~~~=~ ~f&s~~~L~Eil~~ SICWI.. POL[ £0lHPI.IE~T SCHWJLE. @~STllUClFOUND.I.TlcttANOFU!lt,ISHI.NDINSl.lU~FlEDTl"PEPf'BPOl.[ Wffi15IGWU.EQ1Jlf'UENTPERS1Gk'.lPOU:EWPI.IO{TSC11[0U_[,WSOOTSTD PLW J-20.11-02 HID DETAIL 5 ON SHEa" Ts-4. / <::---Y ~ LED VEHICLE ~-0 46,~7 LED COUNTDOWN PEDESTRIAN SIGNAL DISPLAYS _j II CROSSV,AU( )) 00-1{1,j()[J) BI.ACKctt"YELL0'/1 QTI] ""~sc,,on ~ PLAN ~ SClll:t,FiU ~ ro;. ~ .. R1D-23 w11-1iw [ill] [!El SIGNS DCCr 1 - / (±}MOTUS[D ©~~~~~TI~~ r~f-SH~t~~D~~ El.Ec:mtCl,LSE~ECABINETPERCORSIDDETAIL122.1JINOSREAl<ER SCflEOUL£0/iSl1ITTTS4.PRCMDEANOtlSTAL1.TYPEl,jTS2TYPE1 SIGN,11.. cotll'ROUER CABIMET WITH SIE'r,IENS l,l6o CONfROUER AND I.SSOCIA.TED EQUIPMENT. · ..... · _:_~=~ @PROVIDEANQINSTALI.CCNDUIT,SERVICEW!REJJ./DRISUONEXISTIHIJPIJGE'T ~liDE!iE!!GY{PSE)POL.EPERf>SESTAND.IJ!OSFORSERVICiCONNl:CTIONBY (CESIGN 1™110 COlflRl,l lfi'ITM f>SE PRIOR TO 90,:: suel,lmAI..) 0RE~JINDSALVAGEEXISTINGUQ-ITPOLE. REIJDVEFOl..tjD,1,TJON,JUNCTICINEIDX ANDt\'IRtlGTDAIWCt:'1!.ftJNCTION BOXES. ~ @REl,lc,,[EXISTI~.ftJMCTIONBO~.I.NOAIWIOOMCONDUITS. ©INTERCEPTEX!STt!CllLUl/l~~CONDUITJ.ljODITT:NOlt,ffONLWJlllfCTIOtlBOX. RESTO~E 0: lllUl,lil;ATION @ENTERNE'/ICCMlUITINTOJUNCTIOtllllX.SPUCENE'l,l\'IRESfOEXISTIMCIN EXISTllGJUNCTIONOO>:.REl.lcM:W1RESANDSWITPFROI.IABANOON£DCONDU1T. ~~-S_l;QUENCING OPERATION ""'" PEOSKIMAL \lfl11CU.SIGNALREMARKS SIGMAL.S 'c' SOUDH.l.k0 OIJ!KUNT!lACT!V>,TtD 'i''c' SOLIOHANO n.ASHIHO'fELLOWllPON ACTIVATION 'i' SOUOHANO SOLID'l'EllOWVEHICL£ CL~CE '!'l' PED£S1Rl/J,I WALKINTtRV.11. '!i''a' P[D[S1Rl/J,I Cl.fAIIANCE N!ERV!!_ ~ SCl.lOHAND """ 1. IFT1'ElfYBRIDPEOESIW.NT!W"FlCSIGNAlCOESIMT0fl.ASH,THE P[D£STR!o\tl 1~0ICA~SSl!AU.GODAR1(.IJ.IOTIIEYEHIClfllfJ(:,l,TIOliSSHAU.Fl.ASHYfJ.LOW1ti BOTHDIAECTIONS. 2.1/0ltW'PlltGN!OASSIGNl,£1iforLOADSW1TCHESTOII.IPL£MENTTttEA8CM.110TEO =--:=CE~IIAll 6( PER SIO,l(NS/StP,l,c RECOl,ll,IEND,1,TIQhS FOR THE ~r------~.,~ .. =ALPOlEEQl!IPMENTSCHEOUL.lc ..------------- 1 1,:::,1~<"•1~,00~1.:.:.,,.:»1; 1,::r; I =:~i:::· 1 ·;· 1 ·;;.: -., .. 1 -' '"-·F1~·, ::::::1 ' . .. I ''"""'"':·-:::1 ,, lit.·. (l""1 · ~1 : 1,:::1 · , · 1 ~· I ' , ... :::::t~:"'. @ ,,._ ·-· "" i t ~· , "'~ .. ~, ~ I :. •03'.~. ~· ~,~ I ~ ~! , '"'" \RI<'~~~ I~ «>',VE,no..•.HOO>.uS<Dt</\SS< ... , ... w,,m-,m'"-"N.l!l-,Oll1 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION = ~ 1-"""' LAKE TO SOUND TRAIL ---a-... SEGMENT A 0 OS~s~s-c,o-,H SIGNAL PLAN TS1 " ~me~ -1-.J;_'---:Jm=-[J G . ' _616 W " ~=~t 1.f'.._~~ -~'.-w """' u ~ " . I • ~=-ti~~ G,.;5153;...G e=~s w-;s~-w R....!61!-R o--srr-o G-<613-G s~61T-e p~:IG ~"1i_Si 0Bil'-O Cffi::-B PP867 (~":=i ''"" ' =-~ ~ l ·--L------~=---;:!ii-f&~:!~ ~. --COILATENII G,S_ff3!-G ,-oc OFMASTARIII e""t2[!-e 1--SC @ ! 5C 'jl-jSP16-W COILATENO OF@: ,..,. " ~=:m=~ it<;..:........;:m:tG ~: COILATEND OFlilASTARM vt:HSIG 71141 IR-HI-R tt~l?l~ r'"c;-<:~r~~ ...§7§;--'/I COIL/I.TEND OF@: VEHSIG G "Rl_r-, '._{ {[-:g ' _, l~~'-'/1 VEHSIG " l[l--j-U,-R ~i:i ,. ... " ,..,. " 191: ' ' • POL.E0 ~ POLE@ PEDBIG ~ "'"" . """" ' """" " """" w [ll1fi ~NE!, ~ w: ,~,c]J CDH~ER ---=---"'-'f'~:g A ~ II HC_ D(DT PEDSIO .. CONTROi i ER TERMINAi S r-~ , _, ! !, I . -w~ POW'ER f. V.P. DETECTORS t--,-I 1· I "' !. i)II ='~1·· -g~~~l =:~ l =m= ' EID I' PEDSIG " NU i * ffi '11 ~I l:1 -it : I VEHICLE SIGNALS ~~-,rn Wl ,i!~ ~ :,; .f, al lif i;1.: H'\=1"7""-;j ei~ llfffi•! PEDESTRIAN SIGNALS =W l.ia ~ ... ~ ~t3 ,--~~ ~ ~;} __ . ~;! PEDESTRIAN ~ PREEMPT ~ TERMINAL CODING cgJ CONJ>/ECTTONflJ'll?ALBIJSS (J CCWIIIOI. SIOC l(R\l/jrjA/..CONNfCllON l'BJCa'1"1<crro~n:crOR~BUSs D ·~=~ .... CONTROU!ll POLE@ A l[E,.L . ~: } .... - 7 B 1-5C CONTROLLER (~1:J=w~ A '-...1 1-1!,C 0§!. (p-21f;::~ POLE@ LAKE TO SOUND TRAIL SEGMENT A POLE@ """ CONTROLLER A 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION SIGNAL WIRING DIAGRAM it'~ ,sm-- · ~ ! ~ f*LOCATIOtlSTATION ,, PlAN POLE ORIENTATION AND ATTACHMENT POINTS-DETAIL frl1~DIU£S ~ a YEHK:lE ~GW.I. HOO CCJl,ISTRIJCT COW .xlNT ~· BEi.OW TOP OF flHISliEO llAAD£ TO AlUl'/i l,IQNCI.ITMC POUR OF Sl0£'/IAI.I< MR TOP OF S-GIW. POlE 9ASC{TYPWHOIS1Gt.ll.POLESN<ELOC,l,TEOINSllEWAI..KS). C0NDLIITEXTEl'IOS!1/2"AB0VCB,I,$( ~ICA~sff1JrES P(R ~IJl"ACTl..fltRS ~ l{/;,'l$11'!'·""""''" QJ ~8 if?-1:.':1.k.~ l~/\il.EO B'I FAB!llCATOR AT OffS£T DIST/.',jCE IT] Fl[JJ)NST.I.W:D , "'"'"'" STRfiTliAA!ESIGl'I d PREEWf D£ltCTOR AND LIGHT IIOTUSED 2''11oM. CROIJT~"llrpltfu ~'W; 1-fct.E :/,,fl}'.,:'· ~1"1,1"'-t.-2"1.1AA. n~P.l:'il=R::--Cl)SS •4000• co~ ~URDORSQ.HOOPSJ.SR'EQ"OAT 1-0"ctllll:RS PLAN MAST ARM POLE FOUNDATION· DETAIL 2-!/2"Cllt t p.,~, 0 --I g ~ f ' ' 0 10.,JI AD! 1J _? e, rr;,-, ~. 11I -f ~. ~-=i ~; TYPEP/>B T'IPEPS PPSPOST~ VE~ 1 HOO ~·«- ~AYlUl,liklJRE PEOESTR!.I.N S!CtW. HOO h TO!t.lllW.CABINET I PEDESIRWIPUSHBUITOlll6StllEILY i HANOHOI..E k VllEOOETECTORCAMm\ I OECORAlJVEPEDESTF!IANLUl,l"l~E "'~ ' ,---._J..____ I -j ~-----.J'' .. AlLOIMEIISlOIIS.INOORIENTATIONSSHAU.BEFl[JJ) CHECK£09YTH[E'IGJNHRPRIORTOINSTAll.ATIOII. ,, II• I U~ITSOf"vamcAl_......f_~R[~~ ~ ,_,. -~_'I'_ ____ .. ,- Ul!rk. SIGkl.L ~-, si8mKlHAN~D ~D£51CN '-~~ 'Zl{POLE4TO~TT.l,(),l.@fP-r}IGIW.~AAJ[_~TA~--1lQOO.=-----, (X)('<)(n ~nRE SEE-llorrs D g!Q$$M=ffi ! ~!~'" ' . T~~-'.,-~ __ !Nt.-" '"'-~""-c-; f · ' . ; _j_ I -~ l'==J_:__'t-~ ! · . 1 i .-' ' --c-1--· i I " · 1 --"-'-'-'-___ ] : I L [; j , , ~-I I ' I ' _ _::_] GNU.......... LL ""0..:01 ·-NOT FOR CONSTRUCTION IA 60% REVIEW SUBMITTAL ' "'"°'·"""" o••I • I ~TOSOUNDTRAIL '"':»';,'!;!;':~ D §? """"" S1GNA;:0o~~:it~~ouLE I "" I.~ 2CII~ • -=------=-----. (lREE ... RrvERTRlliL TONACHESAVESW ~--------~'------------' 'ii' !!11 ,· 11; .IJ>PROX. ~· -5• BREAKER SCHEDULE W.1N.100.o.mp.120/240V BR»IC~ BRE»;ERS S1GWJ..;50AA1p.12W IU.UhlCIRCUITjl:20.o.mp.i40V COl<!T.IC10RS·30/.mp(1U.) fL I l"-:tHCWll2. I f,IHOOPS(EOUAL ~"'" BfJNFJl!rnfHIH.lRtWiBo\M '""' ~ COl(MJ1T !l1IS/OO»ITITIES FOR 1\i£ ~1RW.ER .I.Ill COIIUCTOR CM!f05 ~ BE llfSTi'Ll[[) P(F! TH(COi'l!AACTP.AlfS, Pl!J$(t,'I: 2' SPARE Cl.PPal OIJTP.ISTM:FOUIICATIDl,t. Cooeft[l[SIIAil.BECtASSJOOO 2°CONOl.ilTSHfilBEPLACO:lfRol,ITH[88SIOH~IIIOU.£RCAall[T,A/f]fRol,lllt[B11S TOlHE~TA(;TCfi:C,,\Slfl:J. 7 LOC~TE C0ll0U11S CE~1RAil.Y '!ll"TH~ Ill[ CIJlti[TS COIIIB ..... TIONTRAFFICCONTOI.LERIIIIISIELECTRICAL SER\11CECAB1NmFOUNDAT1QN ~~~~ 0 """"'-"' ~· ll":i'1 ll '" """"' t:~: ~ ~ D(DT .... ~- ir; ll _,_ LAKE:=:r°l~AIL . .~m-=c,o~,~,.~= INSTA!.LNEWVEHIClE SK.,f,W.1',0ICAIJIJl,I POLE'1WESlB0UND ~en POLE'2EASTB0UND ~CD ~o sc:Al.E - ,1 :1 >I •I 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION SIGNAL DETAILS / I -~ / ~· 1L:1 -•-• -f= o------~ \ \ \ i. \ i ) i / I / I~ ! f ,I : j ~ /) / ,~--... / / / ,/ / / ' ! I' i I> Puget Sound Lake to Sound Trail Segment A Green River Trail to Naches Avenue SW King County, Washington Contract No. XX -1fctl'f,i) UNl~ORPORATED •' ; . . . ~-· ·.~ , COUNTY / ( N ~ £1J I KING 1 S'1, ~ --1~~:1~-f_ -~Sfo,.,,90' \ \ ~ ·-··-,-,-' ,. -I \~' : ___ .,. __ . " \ \r--":, I I _L.-- • \ ~ -~-·c.,_ I \ \ . • <e ·' BLACK •, ROJECT -', f.::F APR I 7 2015 (· \ . · J ccJI!:.~-----..___-°"',, , END .. ~ . %, -it PARIAH RIVE ( 900) t Sunset ia\'P \,., ?,, FO :,_ - ., . "' . ' ·~-. • ->.._ ·"' ' --~,,._ ~ff\ \l ______ d;.-.__ ~"" c; --.. _4 LOCATION MAP NOT TO SCALE r.6.~_e,_as_c_,s _________ Tc_m_-t--J--0,_'Sl.rc'. ~c'O"'°"""'A"_< -----1 DNl!IN~9CALI!.. DRAWN IIFNOT,IICALl!ACCOftOINOLY M. ~lli.ER FIL£ N.O.ME CHECKED Bl1521084PAT2T2CG-01 Y HO JOB"'~o.,__1521-084-(A/2C RIL2015 ·~{~ GGIN'" ~--,A_.r--~ ~~i;:Tg~ \ PROJECT . / % Fort Dent / §~ ., Parle / ., ., ~ ~ / ,···-~Q' ~ CITY OF \ J"~. TUKWILA "' "' ~ •I VICINITY MAP NOT TO SCALE ~ ~ I ~ ~ I -.. --- SW 7TH ST S'14 Grad'J 'II a"I - 1-405 LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW ~ ~ .. ·. ;1 ~ ! L ~ 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 1 OF 47 COVERSHEET G1 ABBREVIATIONS: ACP ASPHALT CONCRETE PAVEMENT PC POINT OF CURVE BOC BACK OF CURB PT POINT OF TANGENT BOW BACK OF SIDEWALi< P/L PROPERTY LINE BP BEGIN PROFILE PRC POINT OF REVERSE CURVATURE BVCE BEGIN VERTICAL CURVE ELEVATION PUD PUBLIC UTILITY DISTRICT BVCS BEGIN VERTICAL CURVE STATION P\/1 POINT OF VERTICAL INTERSECTION CB CATCH BASIN R RADIUS C&G CURB AND GUTTER RT RIGHT C/L CENTERLINE ROW or R/W RIGHT-OF-WAY CONG CONCRffi SD STORM DRAIN CONST CONSTRUCTION SDMH STORMWATER MANHOLE CMP CORRUGATED METAL PIPE ss SANITARY SEWER COR CITY Of RENTON STA STATION CP CONCRETE PIPE TOA THRESHOLD DISCHARGE AREA CSTC CRUSHED SURFACING TOP COURSE TEL TELEPHONE D~ DIAMETER TESC TEMPORARY EROSION AND SEDIMENT CONTROL DI, DIP DUCTILE IRON PIPE TYP TYPICAL E EAST, EASTING VC VERTICAL CURVE EDA EDGE OF ASPHALT VERT VERTICAL EOG EDGE OF GRAVEL w WATER EDP EDGE OF PAVEMENT ws WATER SERVICE EP END PROFILE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION EVCE ENO VERTICAL CURB ELEVATION EVCS END VERTICAL CURB STATION EX, EXIST EXISTING FOC FACE OF CURB FL FLANGE, FLOWLINE G GAS GB GRADE BREAK HMA HOT MIX ASPHALT HORIZ HORIZONTAL ID INDENTIFlCATION IE INVERT ELEVATION KC KING COUNTY LF LINEAR FEET LP LOW POINT LT LEFT ME MATCH EXISTING MIN MINIMUM MON MONUMENT N NORTH, NORTHING N.I.C. NOT IN CONTRACT NO. NUMBER NST NOT STEEPER THAN OHWM ORDINARY HIGH WATER MARK DESIGNED J.DVORAK .......... DRAY<N ONE INCH AT FULL SCALE t -,-------------1----i-_J M. MILLER IFNOT,SCALEACCORDINGL'( 11 ------------t----4---1-:,"J'$~~~~0,_ ____ _J J~ sf1~21084PAT2T2C-G02 03 APPRO\IEO OA~~1:~~~084 A 2C ~IRE\/ISIC(\1$ INDEX TO DRAWINGS DWGNO. SHTNO. GENERAL 1 G1 2 G2 3 G3 4 G4 5 G5 6 G6 7 G7 8 GB = DEMOLITTON 9 TESC1 10 TESC2 11 TESCJ 12 TESC4 1J TESC5 14 TESC6 15 TESC7 16 TESCB 17 TESC9 TYPICAL SECTIONS 18 CS1 PLAN & PROFILE 19 Cl 20 C2 21 CJ 22 C4 23 C5 24 c, 25 C7 26 ca 27 c, 28 C10 29 C11 30 C12 31 C13 32 C14 33 C15 STORM DRAINAGE 34 I SD1 WALL PROFILES 35 WP1 NOT INCLUDED WD1 DETAILS 36 01 37 02 38 03 SIGNAL1ZAT10N 39 T51 40 T52 41 T53 42 T54 43 T55 STRUCTURAL 44 S1 NOT INCLUDED S2 ~ MITTGATION 45 I MP1 46 MP2 47 MP3 NOT INCLUDED MP4 I SHEETfilLE COVER SHEET ABBRE\flATIONS AND SHEET LIST LEGEND SURVEY CONTROL PLAN SURVEY CONTROL PlAN A-LINE CONSTRUCTION BASELINE CONTROL C-UNE CONSTRUCTION BASELINE CONTROL 8-UNE CONSTRUCTION BASELINE CONTROL CL.EARING, GRADING AND TESC PLAN CL.EARING, GRADING AND TESC PLAN CL.EARING, GRADING AND TESC PLAN CL.EARING, GRADING AND TESC PLAN CL.EARING, GRADING AND TESC PLAN CL.EARING, GRADING AND TESC PLAN CL.EARING, GRADING AND TESC PLAN CL.EARING, GRADING AND TESC PLAN CLEARING, GRADING AND TESC PLAN TYPICAL CROSS SECTIONS PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE INTERSECTION PLAN PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE SIGN SCHEDULE AND GRADING DEfAIL I CULVERT DETAILS GRAVrTY BLOCK WALL PROFILES GRAVITY BLOCK WALL DETAILS (90% SUBMITTAL) DETAILS DETAILS DETAILS SIGNAL PLAN SIGNAL WIRING DIAGRAM SIGNAL POLE SCHEDULE AND DETAILS PEDESTRIAN PUSH BUTTON POST DETAILS SIGNAL DETAILS BRIDGE PLAN AND ELEVATION ADDmONAL STRUCTURAL PLANS (90% SUBMITTAL) MmGATION PL.ANTING DETAILS MmGATION NOTES I MmGAnoN PLAN MmGATION PLAN FOR GROUND IMPROVEMENTS (90% SUBMITTAL) LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW 60% REVIEW SUB MITT AL NOT FOR CONSTRUCTION ABBREVIATIONS AND SHEET LIST DRA\MNG ~0 2 OF 47 G2 ... ] LEGEND = ROW LINE RAILROAD C/L PROPE!m' LINE OOEMENT LINE FOUND MONUMENTS REBAA & CAP HUB&: TACK PK NAIL PROPER'TY CORNER STREAM BUFFER STREAM EDGE or WATER WEil.AND RAG ORDINARY HIGH WATER t.lAAK 100-YEAR FlOOOPLAIN BOUNDARY SURFACE FI.DW DIRECTION DITCH LINE STORM DRAIN LINE CUL'l£RT QUARRY SPAU. CATCH BASIN, Tr'PE 1 CATCH BASIN. lYPE 2 NL.fT PROTECTION SAHITARY SEWER LIi£ SANITAff'f SEWER MANt«JLE SANITARY SEWER VAU . .T CWNOUT CONTOURS t.WOR CONTOURS MINOR ALTER F,',BRIC FDICE HIGH VISIBILITY FENCE ct.EARING AND GRUBBING UldIT'S Cl.EARING uwrrs Fill. LINE CUT LINE SAWCUT LINE ASPHALT EDGE CONCRETE LINE CURB AND GUTI'tR LINE EDGE OF PATCH EDGE Of GRAva JURJSDICTIONAL DITCH ROCKERY CONCRETE BAARIER ~IRE\/IS1Ct,!S ~ • ., @ © EXISTING ---_B/W_ --- ___ RAIL.ROAD CA __ _ ______ !L!:_ _____ _ El)© 0 CJ ,./ / ' • r ___ OI-IWM __ _ r~g -----10-___ , ---____ , ___ _ -c-c-c-c-a- DESIGNED J. DVORAK DRA'M'< M. MILLER 1--+-----------+---+--,CHE~O 1084P A T2T2C G02;:t03 ----~- LEGEND DESCRIPTION SPLIT RA1. FENCE LINE BARBWIRE FENCE LINE WOOD FENCE LINE CHAIN UNI< FENCE LINE HOG Wlf!E FENCE LINE WOOD GUARDRAIL GUY ANCHOR POWER POLE Wini LIGHT FlOOO LIGHT UTlllTY POL-' PP W/ UG DROP PP W/ UG DROP & XMFR OVERHE.40 POWER POW£R POWER VAULT POWER TRANSFORMER POWER MANlfJLE POWER IWIDOOLE POWER CABINET POWER •SER POWER METER SOLID LID J-BOX LUMlNAIRE TilEF'HONE VAULT TilEF'HONE RISER lilEPHONE lilAt-1-!0LE lELEPHONE TV •SER TV G'.S VN..1/£. GAS WATER LINE ARE HYDRANT WATER METER WATER VAI..VE WATER BLOW OFF VAL'v'E WATER POST INOICATOR SPRINKLER HOO ROT-90 !RRIGATION CONTROL VALVE ~ ...... '11HJOT><AVENU,NE.SUITT1800 BCCLEWE:WM><INGT:ll<!,&Cll',4 ,,,..,,,6200 •• 2'.,.,.,.., EXISTING [E Id E 13 & ---c-, .__J Cl :c.J il LEGEND DESCRIPTION TRAmC SIGNAL POLE VI/ LAMP TRAmC SIGNAL POLE 1fWf1C CONlROL LOOP (SO) lRAfFIC CONlROL CABINET PEDESTRIAN POlE MONITORING WEll. SURFACE POST SIGN SKF' LANE LINE Sot.JO LANE L.».IE roo LINE LTO ARROW STD ARROW RTO ARROW MAlllOX TID:S WETl.AND SYMBOL WEMND BOUNDARY VEG£TAT10N RETAINING WAlL ffiP RAP ROCKERY HANDtcAPPED SYMBOL WHEELCHAIR RAMP BUILDING LINE CONCRETE STAIR LINE WOOD STAIRWAY ASPIW.T PAlH CEMENT CONCRETE SIDEWALK ENGINEERED SOIL MDC LANDSCAPE AREA RAMP ocrrc:TABL.E WARNING RESTORAllON PLANTllG AREA TEST PIT ~ BORE HOLE LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW .l:llQEQSEll - 6,. c::=::J ~ c:=:J c::=::J miill ~ TP!_# OR BH'-' .Elliillli, :-·<"" 8 c--=--, /:I.Pk 1 '1 iD',5 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION LEGEND DRA'MNGNO 30F47 G3 ~ I ® SCALE IN FEET I I ... ' BEGIN C-LINE STA 1+00 ~ I I ------!__ /1'":::. "'""" I RUllllOHllrJ.sE o"--iiiil 100· 9o· \~ ,g BEGINPROJECT '-. ' ' ----i --......_ __ £STA1+00A·L1NE '>;--+--~ : --------------.. -' 8~1 ' --------~-------..:.::~~,, _,,-/ -~----,, ----4-----I r ,, <=o.,, +00 -----l ~D -'-M:I __ ;::>< .. ._:-:::_~-------/ - I ~~ li011 ... /~1 I ,1' ' =~IOI I\/ ~ ,, ' V '\'£ ------~~~ ~ ----~> ---·---==.:: r/'J BEGINB-LINE __----__ ~ + ---::?1 STA100+00 _..----11~---1 .,--:'.-UI ~::::-:-·,,<...__ _ _____ <":~:-,~ -~-. ~:'~,,_,,,, ·\~ ~''.:~ ---~----------------/ E-1ig1J10.:z957 ~ '--. -~~ /-ELY=JD.68 ~~''::--:,_,_--_,,, / "'"'"''°"' /\~ ' t~ )_' ',;'':-:'----_ .:-:-. " ~~,~ ~ '/ \::. ~,;;;:~~~f)€J~S;_/:,,c-===----------'""'-...,,'-.. /j I --\J\ 5:~5:ll, ''-.... ,.. // I\ '·~. ' -..:__-........ ..) // '-"--...<'~ ....._, .. , '-.. / I ~-~"o "-.. .._; I I ~, ~' -......__ "-.. , I ' ..,~-........ /"' '---..:!'f_""o"'--...'--.... ', '-'~ . .....__ \ -,.. I \ ~ ~ )---;--~--\_ ~ I J I 1~.PR 1 '7 ~t'< ~: ----r/---=::-=_:-__---:__:_=::_ _ _2---~-,=------I I ::i:~--/F---+---+----i -,-----.... ~---....;c:-... ___ ,, _-------------. fcg C -=---~ -' , _ --, :--------<_, -----' z --7 , • -----,__ --------,, :, / ~= :,:-_" ti="' -~~"'---' ' / ;/ ll\~1 r..:.. = ·· 1 --~"' ----~, t,~ > -'-----·-------'--'"' • ._,__ ":--I I ~,.,, '"' ~ -, "• o 1 ',~ ,m,-• ,,.,,._ ---·-·-""" ~, ""' I < E=1291670.B742 B.V•26.14 ;' I ELV-24.56 / ~.:: .;::;-m\ ••-•• •• , -, •• ,-,' I '~ \ / I I '"C) : \ -/ /¥ \ : /::\ ..... .,,. ( ,' I I I / [•129191'.8522 , / . . ~I.':' / r-" ------------L __ ~---, -.. - DRAFT GREEN RIVER TRAIL TO NACHES AVE SW SURVEY NOTES: 1. HORIZONTAL DATUM, BASIS OF MERIDIAN: GRID NORTH, WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD83(91) HELD CITY OF RENTON MONUMENTS: HORIZONTAL AND STATIONS 1333 AND 1854 2. VERTICAL DATUM: NAVO 88 HELD CITY OF RENTON BENCHMARKS: BM#1333 AND BM#1854 3. THIS MAP CORRECTLY REPRESENTS CONDITIONS AND FEATURES EXISTING AT THE TIME OF THIS TOPOGRAPHY IN OCTOBER, 2010. 4. CONVENTIONAL SURVEY EQUIPMENT WAS USED IN THE PERFORMANCE OF THIS SURVEY. ALL EQUIPMENT IS MAINTAINED IN CONFORMANCE WITH CURRENT STATE STATUTE. 5. THIS SURVEY WAS PREPARED BY FlELD TRAVERSE AS PER WAC 332-130-090, PART C. RElATIVE ACCURACY EXCEEDS 1 FOOT IN TEN THOUSAND. 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION SURVEY CONTROL PLAN ,-- DRA"'1NG ~Q 4 OF 47 f I EI " " .. " ~!REVISIONS /"'~/":;,. ~-->/ _/--;;// ,," ,/ N•lnJ6721!39 / / E=1293915l379 ,' _/\ ELV-1961 72008 , ,/ /' ', SET1'JB t:!Jilf,,~, / ~ SCALE IN FEET i---iii,j p----oj 0 100' 200' /// /--/'"'' J / ,' \ ELV-1958 '72000 ,' / a , -SET NOL Na177119ll'26 / ,' ! --',,_ --'-/ :" ,;!•--,' / t''/ , ,, ' , _j,,, ""'vi ,:-,.• //' /,017 , R,.-)( ,-,, / =-::, ,A , ,, --------I / // ELMBIB /-\ I ---------/ , ( SET HU// \ 1 -----/ L / ,' ' ' END PROJECT --- / // )('/ \, \ STA143+17B-LINE ----; ' ;-'7 / ' _____ ---I ' I ," -~--I - './ / , I , , -, , I .. ; I,/ / N•l776#.IB64 I ;' , 1i· '!-. , E•\293651.049:2 1 / ;,, -7: / :·~"'· I !: ,, 'v;J/ ' , , I~ I , ,,li, .. / I / I .' ::;:;":ii/ _/-~, ;' ,' El.V.,Jl.77 / / ' . SErHUEI (/ "' ' , ' ', I .;.--I , I , '-, >c"u;;.s'-~----, i -, r--~ .. ·"· ---1_____ ' ', ' ' <>o.--~---1 '--) I -....J : "v--' / ~--...... ,J ,' : / I ,, I APR 1 7 Z015 DRII~ DVORAK ~~~~~f6'A~J =~~~R5o°;,:~LeY LAKE TO SOUND TRAIL SURVEY NOTES: 1. HORIZONTAL DATUM, BASIS OF MERIDIAN: GRID NORTH, WASHINGTON COORDINATE SYSTEM. NORTH ZONE, NAD83(91) HELO CITY OF RENTON MONUMENTS: HORIZONTAL AND STATIONS 13.33 ANO 1854 2. VERTICAL DATUM; NAVO 88 HELD CITY OF RENTON BENCHMARKS: BM#l.33.3 AND BM#1854 J. THIS MAP CORRECTLY REPRESENTS CONDITIONS AND FEATURES EXISTING AT THE TIME OF THIS TOPOGRAPHY IN OCTOBER, 2010. 4. CONVENTIONAL SURVEY EQUIPMENT WAS USED IN THE PERFORMANCE OF THIS SURVEY. ALL EQUIPMENT IS MAINTAINED IN CONFORMANCE WITH CURRENT STATE STATUTE. 5. THIS SURVEY WAS PREPARED BY FIELD TRAVERSE AS PER WAC 332-130-090. PART C. RELATIVE ACCURACY EXCEEDS 1 FOOT IN TEN THOUSAND. 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 50F47 ,es~rn -r r "°""'""' I I I I I I CHE~~!RAATEN ~o:e~J.~210B4PAT2T2CC con ol DRAFT DIGINEERIOO PLANN1Na ENO/l"""MENncsc1eHCEs SEGMENT A SURVEY CONTROL PLAN Y. HO 554 1521 084 A 2C G5 .-IF~ROVEO u.o.~IL 2015 1-~"""'""""""" GREEN RIVER TRAIL TONACHESAVESW .._ ___ _. ' '- ~ ' ~ PT STA 6+46.76 ' / \ PRC STA 10+0445 / I PRC STA 8+87.10 \ I I BEGIN PROJECT _, PRC STA 5+92 2~ f ----,,,----''-.... ~ .----'-............___ PRC STA 5+36 37 .--y -------- • ""~"".'.);! -·. . . .. ~\ " ~ I~·"·· I . •. ' • . EP STA 17+76.451 --\ ·•.···· .. ).> ~-... FOR 8-LINE CONST. \ --· , . BASELINE CONTROL. I J,;u C5 t -A~r --------~Vy,'<;<? ... u~j\ ~ C6\\ · '-...._ \ ...... SEE SHEET GB "~ '-..... ,_' 99+94 ~ -_ fca "-"-' . '\ ,... ~lfNt, ~ --'---_----_ -'--\...... --.__ 17+76 c,J I ~ ..____ ____ FOR c-LI E CONST ,___ \ PC STA 17+398o''J PC STA 1+00 37 , A-!,1~----T.;J c,J71-- PC _STA ~+0~9~ --- PT STA 1 _:1:,9~ 32 PRC STA 4+67 86 A-LINE CONTROL (LINES) LINE LENGTH DIRECTION START POINT L1 0.37 S34" 14' 11.44~E STA 1+00.00 (N175873. 16, E1289533.82) L2 212.64 N56' 59' 57.02.E STA 1+93.32 (N1758S6.30, E1289616.30) L3 162.52 N59" oo' 1 a.9rE STA 6+46.76 (N176134.65, E1289969.95) L4 114.32 Na1· sa' 12.orE STA 11 + 71.55 (Nl 76308.65, El 290445.39) LS 18.79 N64' 10' 43.4rE STA 13+16.93 (N176333.63, [1290588.18) L6 107.21 S74' 46' 19.56ME STA 13+93.03 (N176346.99, [1290660.95) L7 43.86 N9" 02' 53.0B"E STA 15+50.60 (N176343.06, E1290801.90) LB 133.51 N1.Y 31' 48.88"W STA 16+06.29 (N176398.11, E1290808.34) 6-IRE\/ISIONS DESIGNED ~ d~ 0 50 100 END POINT STA 1 +00.37 (N175872.86, E1289534.02) STA 4+05.96 (N175972.12, E1289794.64) STA 8+09.29 (N176218.34, El 290109.27) STA 12+85.88 (N176324.62. E129D558.59) STA 13+35.72 (N176341.81, E1290605.09) STA 15+00.24 (N176318.83, E1290764.39) STA 15+94.47 (N176386.38, E1290808.80) STA 17+39.80 (N176527.91, E1290777.11) J. OVO'<:Al< DRAWN 1---t-----------+----t---, M. MILLER l--1-----------+---J--lcics<ie~ii,mfHO~~----. 07 APPROYED ' '-PC STA 8+09.29~ / --SASELINE CONTROL, , ~ "- ;}' SEE SHE[! G7 ----C14 ....___ \ ----- -\ -.... ------I a -~ / PRC STA 11+12.93 T·· .... --"'·£,~, . . .. -~ .. ,......,_ 1::::::-----....... · .. F'I: , ~,,.PT STA 16+06.29 ~ · · - '~ '·.·.;c L5 • • .'""• ""''· . ....__ . ·· C11 ·• • C: '\ --.:..Z· ....__. L4 _ · '· ~ --....:-..:...:_ --- PT STA 11+71.55 ~. _. ..,~·'\. / --..· PC STA 12+85.88 -~-PC sri" l5+94~7 "' ,, / PT STA 13+16.93 J ' PT STA 13+93.03 "' ;\' ~ ' ' ' 04 I '-"' PC STA 13+35.72 LS ~ . . ~.: 4fo~°"~. "' 4 "-·iS'r~ "' C "' ~ I "' PC STA is+oo.24 'pr SrA ,.~+so.60 ' I ~, CURVE RADIUS LENGTH TANGENT C1 60.00 92.95 58.72 C2 150.00 61.89 31.39 C3 150.00 68.51 34.86 C4 150.00 55.88 28.27 C5 150.00 54.52 27.56 C6 200.00 77.81 39.40 C7 200.00 117.36 60.42 CB 100.00 108.48 60.27 C9 120.00 58.62 29.91 C10 100.00 31.05 15.65 C11 80.00 57.32 29.95 c12 30.00 50.36 33.42 C13 30.00 11.82 5.99 C14 30.00 36.66 21.01 r r .. ·"~ .. , w~.~ I H>uevuow•s~100T0119"00' T.,..,,,6200F<2S400"1& A•LINE CONTROL (CURVES) START POINT (PC) STA 1+00.37 (N175872.86, E1289534.02) STA 4+05.96 (N175972.12, E1289794.64) STA 4+67.86 (N176015.44, E1289838.23) STA 5+36.37 (N176062.24, El 289887.45) STA 5+92.25 (N176098.79, El 289929.29) STA 8+09.29 (N176218.34, E1290109.27) STA 8+87. 10 (Nl 76244.60, E1290181.99) STA 10+04.45 (N176294.42, E1290286.39) STA 11+12.93 (N176314.56, E1290387.65) STA 12+85.88 (Nl 76324.62, E1290558.59) STA 13+35.72 (N176341.81, E1290605.09) STA 15+00.24 {N176318.83, E1290764.39) STA 15+94.47 (N176386.38, £1290808.80) STA 17+39.80 (N176527.91, El 290777.11) ' "- END POINT (Pl) STA 1+93.32 (N175856.30, E1289616.30) STA 4+67.86 (N176015.44, E1289838.23) STA 5+36.37 (N176062.24, E12898B7.45) STA 5+92.25 (N176098.79, E1289929.29) STA 6+46.76 (N176134.65, E1289969.95) STA 8+87.10 {N176244.6D, E1290181.99) STA 10+04.45 (N176294.42, E1 290286.39) STA 11+12.93 (N176314.56, El 290387.65) STA 11 + 71.55 (Nl 76308.65, El 290445.39} STA 13+16.93 (N176333.63, E1290588.18) STA 13+93.03 (N176346.99, El 290660.95) STA 15+50.60 (N176343.06, E1290801.90) STA 16+06.29 (N176398. 11, E1290808.34) STA 17+76.45 (N176559.94, E1290789.70) ' /\?:\ l 7 ?Uh 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION ' DRA'MNGNO 60F47 LAKE TO SOUND TRAIL SEGMENT A A-LINE CONSTRUCTION BASELINE CONTROL G6 GREEN RIVER TRAIL TO NACHES AVE SW / \' / / ,#;~ // ·~<:.;, / ~ / \ ORB-LINE CONST. Z.< ·• ~:-. / .. / :, ,::,-I .. · ~ // ~ASEUNE CONTROL, . 17+::r7. . : --: __ -. /' /". SEE SHEET G8 ~ . . -C-:::.-... \ \ --' -. . -""'· .. -\~··-<;~.· ·Y \ ·---.... -~~--... · 4'-:-:;::::-. .-.::-·· .. ·----_ __.., ' . --=--. ----' .• . _;-. -. -""'-,,---= \ s' ./ -__ _. -P- I \ ~·· ·; > ',~---~';s,).,,,.., """""'~ _ . ....... : ----..----bij 202+2070 ~::::; -206+S0 ----as, --.-, --·-• --,,,,,, -~--20~':!_ 1 ---~-= . , °""' -"" -~-;;;:-.aooo::-;,<.· ·-.. :----\_ ,_ , -~-¥-~.; """'R_ ~ J----- ·• • "' "'" . ---"s, """® --' ~-~~~-·-J~-~ . --' .-;,._! / . -~ t . . --.-.. ·. -. . . .· .. -~. · ./ / -- 2 03+6S.96 ---:--~·-c ~ ""' / .,/;_~ ·-~-,-~ --~----LINE CONST. / • ./ • • · · . ~ FOR ~NE CONTROL, / ,"1?,;.. . / ~ SHEET GB / . .. . / ./ // ~~-:..-/ .// ··-~ C-LINE CONTROL (LINES) LINE LENGTH DIRECTION START POINT END POINT L9 46.16 574• 41' 27.7J"E STA 201+74.53 (N176376.65, E1290729.42) STA 202+20.70 (N176364.47, E1290773.95) L10 101.12 N88' 39' 48.15~E STA 203+65.96 (N176346.86, E129091 7 .62) STA 204+67.08 (N176349.22, E1291018.72) L11 182.92 N87' 52' 53.62"E STA 204+67.08 {N176349.22, [1291018.72) STA 206+50.00 (N176355.98, E1 291201.52) UINE CONTROL (CURVES) CURVE RADIUS LENGTH TANGENT ST ART POINT (PC) ENO POINT (PT) C1S 590.00 74.53 37.32 STA 201 +DO.OD (Nl 76400.82, E1290658.97) STA 201+ 74.53 (N1 76376.65, E1290729.42) C16 500.00 145.26 73.15 STA 202+20.70 (N176364.47, E1290773.95) STA 203+65.96 (N176346.86, E1290917.62) ~!REVISIONS DESIGNED J. DVORAK I 1-· M. h.llLLER CHECKED I 1 . --Bl1:s21aa4PA T2T2C G05f07 Y. HO JOB No SCALE IN FEET \, -- loi-ii-----izj r----1 PLAN t,;ili;:.\ JY 0 50 100 ENBINEERIIIO PLANNINO ENVIRBN .... lflALSCIEttCU LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW APR t 7 , 1: 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 7 OF 47 C-LINE CONSTRUCTION BASELINE CONTROL G7 PC STA 111+89 92\ / B·LINE / ~f PC STA 100+7752 PT STA l0 8 + 7162 \ 110 +\lO L'5_,___.--~,-:vtr1'1S+llO __ ----+--c ----tC24 ---~·~~-+-~'-r-l17 ~=[j2S PT ::AS;: 5 :2 7 6::: 43 / C22 -~ L16 ~ -12S•oo L12 PTSTA102+2061 \ _ ~ PTSTA113+7653 ~ PT STA 122+6515 -.. te ~ 17 ,iPRCSTA102+88BO ,.,. / -~ -~ ..... 8 I L13 C20 -~ ~ PC STA 114+82 36 ~ PC STA 124+86 69 5-1.,N~ . I _ C19 PT STA 103+14 29 / ' "-.. -._ ' .; -.... BP STA 99+9419 -, ,,. L14 , ~ / ' 1 1 " -v ' ' ~ --PC ~102+3021 ~-LINE 1~00\_/~PRC STA 106+5048 / C26 _/). I ,'~ ------~ -~c,a ,~=-=-·, -". 1~~ .,? \ ~~ \ C21 / PT STA 128+9000 ' 3 '/-...; ;§ .. '·"'-.:_ -k....-,,___ -PC STA 103+27.99 / / ,,;t;"r ~ FOR C-UNE CONST. / h ~ BASELINE CONTROL, d=' SEE SHEET G7 ,c,;: FOR A-LINE CONST / ~ .• / ~ ~E~~fEi~~ROL, / II ~-~ ~ ® LINE I LENGTH I DIRECTION I START POINT END POINT M-ii!fALE IN FE6 0 100 200 L12 83.33 N84' 40' 05.51 "E I STA 99+94.19 (N176512.40, E1290524.13) I STA 100+ 77.52 (N176520.14. E1290607.10) -1--- L13 9.60 N76' 28' 11.12"E I STA 102+20.61 (N176543.57, E1290748.13) I STA 102+30.21 (N176545.82, E1290757.47) L14 13.70 N76" 28' 11. 12~E [ STA 103+14.29 (N176565.00, El 290837.19) I STA 103+27.99 (N176568.21, £1290850.51) L15 318.31 N49' oo· s9.43"E I STA 1oa+71.s2 (N17B944.so. E1291219_1s) I STA 111+s9.92 (N177153.3B, E1291459.44) L16 105.83 N54' 21· 44.srE I STA 113+76.sJ (N1772B9.oo. E1291sos.s1) I STA 114+a2.Js (N177JJo.ss, E1291s91.a2) L17 221.54 N70' 40' 1B.7J9E I STA 122+65.15 (N177690.69. [1292383.94) I STA 124+86.69 (N177764.02, E1292592.99) L18 53.70 N79. 21' 54.12"E I STA 125+77.73 (N177787.53, E1292680.84) I STA 126+31.43 (N177797.44, E1292733.62) L19 355.04 N85. 17' 27.57"E I STA 128+90.oo (N177831.94, E1292989.76) I STA 132+45.03 (N177B61.09, E1293343.60) L20 170.64 565' 07' 53.66"E I STA 133+48.25 (N177843.23, E1293444.10) I STA 135+18.88 (N177771.47. E129359B.91) L21 395.48 S14" 22' 42.42"E I STA 139+21.89 (N177500.47, [1293879.04) [ STA 143+17.37 {N177117.38, [1293977.25) B-LINE CONTROL {CURVES) CURVE RADIUS LENGTH TANGENT START POINT (PC) END POINT (PT) C17 1000.00 143.09 71.67 STA 100+77.52 (N17652D.14, E1290607.10) STA 102+20.61 (N176543.57, [1290748.13) C1B 100.00 35.26 17.82 STA 102+30.21 (N176545.82, E1290757 .47) STA 102+65.48 (N176559.88, E1290789.61) C19 30.00 23.32 12.29 STA 102+65.48 (N176559.88. E1 290789.61) STA 102+88.80 (Nl 76564.40, E1290811.90) C20 60.00 25.49 12.94 STA 102+88.80 (N176564.40. E1290811.90) STA 103+ 14.29 (N176565.00, E1290837.19) C21 350.00 322.50 173.72 STA 103+27.99 (N176568.21, E1290850.51) STA 106+50.48 (N176767.94, E1291089.16) C22 500.00 221.13 112.40 STA 106+50.48 (N176767.94, E1291089.16) STA 108+ 71.62 (N176944.60, E1291219.15) C23 2000.00 186.61 93.37 STA 111+89.92 (N177153.36, E1291459.44) STA 113+76.53 (N177269.00, El 291605.81) 0 I C27 PRC STA 135+92 45 ,~ ~ C~ fr,'f.o]tJ~ /rn,PRC STA 136+ 61 0 9 ;!;1 PC STA 132+4503 ' ',, C2'JX a, . = "" ~1 PT STA 133+48 25 --,, \ ~ "= ,_... )\~ I =~ ~ I ' I PT STA 139+21.8~~= UJ I C24 2750.00 782.80 394.06 STA 114+82.36 (Nt77330.66, E1291691.82) STA 122+65.15 (N177690.69, £1292383.94) C25 600.00 91.03 45.60 STA 124+86.69 (N177764.02, El 292592.99) STA 125+77.73 (N177787.53, E1292680.84) C26 2500.00 258.57 129.40 STA 126+31.43 {N177797.44, E1292733.62) STA 128+90.00 (N177831.94, E1292989.76) C27 199.94 103.21 52.78 STA 132+45.03 (N177861.09, E129334J.60) STA 133+48.25 (N177843.23, E1293444.10) EP STA 143+17.37 \., \ ~ ~~.:]';:-(:'-- ; , ) ~ END ROJECT < C28 300.00 73.57 36.97 STA 135+18.88 (N177771.47, E1293598.91) STA 135+92.45 (N177732.70, E1293661.22) C29 300.00 68.63 34.47 STA 135+92.45 (N177732.70, E1293661.22) STA 136+61.09 (Nl 77696.04, E1293719.06) C30 300.00 260.80 139.29 STA 136+61.09 {N177696.04, E1293719.06) STA 139+21.89 (Nl 77500.47, El 293879.04) ~IRE\'lSIOOS OESIJ.N~VORAK --- ORAM-I M. Mtu.£R ENOJINEeRIN<l.PV.NHIHO.EHVIROHMEHTALSCleNCES 1---l-----------+---+--+CHEf.~o LAKE TO SOUND TRAIL SEGMENT A 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION DRAWING NO 80F47 B-LINE CONSTRUCTION BASELINE CONTROL GS .__. ___________ .._ _ _. _ _._~_"_""'_' _____ _. I GREEN RIVER TRAIL TO NACHES AVE SW I ._ _________________ .. ._ ___ __, .. j _ -,---------·------, _ ' '-......__ . ~;;_ l ~ / j g = iN-RIViRT~IL ..•.. ·.· ., t.:;;~< ~ v-·· --;:=;_ :.::::~:..:.:::;:.:;.:i~·~~ .· . " FORT DENT PARK ' ',, PLAN ~ ..._jCALE IN FE6 \£,I 0 20 40 ' ' ~~ .. ,_ / I ~~~z l I J \ ~~~~ "--.~=- ) k i ~···=~s.~t~ I .,..,----i ~IREVISKlNS DESIGNED J. DVORAK DRAWN >--<-----------+---+---< M. MIUER CHEO<:ED Y. HO <!11001~A\/E..,ENE 51JJfE'000 9EL.LE'M:,Wl&ll~GfON- T.,S~'88200<"""°&Wl --- KC Plli!ll. Ill 1~lll40001 -JJTl'OFllJK'IIU LAKE TO SOUND TRAIL SEGMENT A 1WR. l 1 2D\S GREEN RIVER TRAIL TO NACHES AVE SW DEMOLITION NOTES: 0 MAINTAIN EXISTING MITAL GATE. SEE SPECIAL PROVISIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAmc MARKER. 0 ~~~Z~s1:s~;Ai&~WNJ~~R. FILL PAVEMENT 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE. SEE C-SHEITS FOR ELEVATIONS. 0 REMOVE CEMENT CONC. CURB AND GVTTER AND SIDEWALK. © INSTAU. CONSTRUCTION SIGN CLASS A. SEE KING COUNTY PARKS SIGN DETAIL IN Tl-IE APPENDIX OF THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL. © REMOVE ANO DISPOSE OF ECOLOGY BLOCKS. © REMOVE METAL GATE. SALVAGE TO LOCATION PER 11-lE ENGINEER'S DISCRETION. @REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. /;:;\ EXISTING STRUCTURE TO BE ADJUSTED TO FINISHED ~ GRADE BY OTHERS. @REMOVE DRAINAGE STRUCTURE. ® REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXISTING TREE. R@TO THE SPECIAL PROVISIONS AND SEE OET 1 FOR INSTAL.LA.TION OF ROOT BARRIER. @ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT, ADA-COMPLIANT COVER. @ADJUST WATER METER BOX TO FINISHED GRADE. @PROTECT EXISTING STRUCTURE IN PLACE . TESC CONTROL NOTES: 0 ~cSJ~~JJ2t~~RA:S6~~~f6~0:Ct?J1 ?~4~~20-oo. @NOT USED. @:~~s6~i ff~ci~N ~~~~~1Di5~. 0 ~c5J~~~g~ :~81 ~o~L1~Ni&~N 1.30.17-oo. © :~~LLzci~~:i~~1cr6~lJJ~G~~~i ;~: ;:g~I~~ WITH PLASTIC SHEETING. © ~~~~ z~~j<. DEWATER CONSTRUCTION AREA DURING GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN REMOVAL AND RELOCATION. 2. CUT OR GRIND STUMP NO MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LIMIT Will. NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +oo AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16(4} OF THE STANDARD SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB. LEGEND: -L..J........L. SAWCUT {m) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY CEMENT CONC. SIDEWALK REMOVAL ASPHALT CONC. PAVEMENT REMOVAL --N--HIGH VISIBILITY SILT FENCE -o-o-SILT FENCE e INL.IT PROTECTION 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN DRAWINGNO 90F47 TESC1 KCPAAC~~mi~ --------,. t;f/"ct' ,e \ . \ ---~-::;,~--~-\ f..)}-----ICCPAACELNO 7229:.>mO 1,.t~~~\)'18, / \ \ --o,~o::::,w --:;,i , ', ' ; R -----"'"''" / ' ' ~,,. BLACKRIVE____ --~";.".!. -' ' , • ;.,1 -----__ __. ~o"" ~-1!1""'-/ \_ ("I ------_'?f,,------/' \~ .----11:, -------, ,,,,,,,. t ''i. ''-'".!" __Qj1l'IM__ . r-@ ----------t J f'' "'~:-~'-"<1 \~ 'f --~. ~\ --I'7 ~~:::±-c--~~-/g'~ ---··-~-~= eiA:2j~~:~~----,~ -\ / '""--_;H= _, , / . ' '. , 18 tJI \\ ~' \ , -~~--~~-, 100-YEAR FLOODPLAIN / ~ ' , ' i,, ~, ' = ~ _ ~ , ~-(1995 ARM) 14 , , , , ;: .. A\!l '-s,, / ' -__;+---:. ''•oo "'-..«.::Q?i:::f!.-, , , ' ~:,, •• < ,· /[ ~· -~~~' ,$ ~-,·"' ¥~00~.P=;p~:::;R='t~ .. '1-,a =-~--"---:<\~ ~ ', ', I ---~:::::..::.--..._, ~ ,• ..__ ;ft. ___ .:::_ ____ ~--""--=--=--13+;,a--,<::'\'ro ~<Jlv f~,c-f: ,;,::----~~..::_,j 1_ />~~+Oil___ ----~_A-llNE~ ><;:"\~ ~IRE\1SIONS :>-,( "'I,-/ :;'·-:: ~;--..,-X..._ ----;c-ci \ 1• =--=.==~ --;_;o;;~~ Q _, ,.,7 1$------CC---..::._ r:J)..........._ f -~ ---.....e&=CG --~--, •T ~-_ --v• ?.,, /~~ / "'-"'~,;, "' k /"S ---±-~~=~-~~-=----=~-"' ';=rf"-~o -, I)). ,c -~.-; t1-__. t'.._ ...__Oril ..:C~oo----oo~ct. --'-~----PLL_. -~___:-_ _ Cl ~\,,/, -/'/ /.::._-___ ------'=---c"---0-c::7________ -,--' i"' \~,.;/ "/:::J~'::~-;liy-----=---------' ,/_ @)srA 12+98, 197'RT --\\ '\, ----?,L-1 ---------r---------~~r-~'-"-<-~ ,---7------'c-"~! 1 -~---------' . DESIGNED J. DVORAK oe,-~-- M. Miu.ER CHEO<l::D Y. HO PLAN (f) i---1 SCALE IN b ,J 0 20 40 -ONE INCH AT FULL SCALE. IF NOT, 8CA.LEACC0lil:D1NGLY f1LLNAME JOB s;d521084PAT2T2DM-1 ri.o.;54 1521 084 (A/2C 41\10,!T~Av,;NU.~E SIJITE!- &a.LE'M .. -... GTOH""°"' T<25<5&'2MF•2'•5&~~ LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW DEMOLITION NOTES: G MAINTAIN EXISTING METAL GATE. SEE SPECIAL PROVISIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAmc MARKER. 0 ~~~~~si'6~?~~A~iiNJ~~R. FILL PAVEMENT 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE. SEE C-SHEETS FOR ELE'V'ATJONS. © REMOVE CEMENT CONG. CURB AND GUTIER AND SIDEWALK. © INSTALL CONSTRUCTION SIGN CLASS A. SEE KING COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL. © REt.lOVE AND DISPOSE OF ECOLOGY BLOCKS. © REMOVE METAL GATE. SALVAGE TO LOCATION PER THE ENGINEER'S DISCRETION. e REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. ~ EXISTING STRUCTURE TO BE ADJUSTED TO FINISHED ~ GRADE BY OTHERS. @REMOVE DRAINAGE STRUCTURE. @REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXISTING TREE. REFER TO THE SPECIAL PROVISIONS AND SEE DET ~ FOR INSTAUATION OF ROOT BARRIER. ~ @ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT. ADA-COMPLIANT COVER. @ADJUST WATER METER BOX TO FINJSHED GRADE. @) PROTECT EXISTING STRUCTURE IN PLACE. TESC CONTROL NOTES: 0 ~5J~~gER~~RA:sci~~,;~o;[;J 1~~46~20-oo. @NOT USED. @ :~A~s~~f ~~-ci~N ~~~~~,oigf. ©~~~~~I~ ~~l~O~L1~N~~~NL30.17-00 © :~~LLzJ~~.Pi:~cf6:JJZG~~~~ ~~i ;~g~I~~ WITH PLASTIC SHEETING. ©~t~~ z~~i:/EWATER CONSTRUCTION AAEA DURING GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN REMOVAL AND RELOCATION. 2. CUT OR GRIND STUMP NO MORE THAN 18M BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LIMIT Will NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE STANDARD SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLJJN BY A CONCRffi BRIDGE APPROACH StAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB. LEGEND: -1......L..L.L. SAWCUT ~ DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----IDA BOUNDARY CEMENT CONC. SIDEWALK REMOVAL ASPHALT CONC. PAVEMENT REMOVAL --1,1--HIGH VISIBILITY SILT FENCE APR l 7 2U','i-<J-a-SILT FENCE • INLIT PROTECTION 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN DRA'MNGNO 1D OF 47 TESC2 j GENERAL NOTES: 1. SEE PLAN AND PROFILE SHffiS C1-C15 FOR SIGN REMOVAL AND Rfl.OCATION. 2. CUT OR GRIND STUMP NO MORE THAN 1 BM BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +oo AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE STANDARD SPECIFICATIONS. 4. A PORTION Of ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PlAN. ASPHALT REMOVAL SHALL NOT OAMAGE THE SLAB. ~IRE111SIONS DESIGNED J. DVORAK DRAl'tN M. t.llLLER CHEO<EO Y. HO _.,.,. / ,,.,,-/ ~&J""os \ ,/ \ // ., / STA 203+58, 40.4'RT PLAN ~ ©END SCALE IN FEET 4. liiiiii-iiil E-1 0 20 40 4111001"H~VEHUENE S<JITE1ll00 BHLEVUEWAAH•NGTC)H""°"' 14254Sil6200F<>S4S0"3113 LEGEND: .....J......J.. SAWCUT CTP!i) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY =-=::::_:] CEMENT CONC. SIDEWALK REMOVAL ,~:Ti:::J ASPHALT CONC. PAVEMENT REMOVAL --1'--HIGH \JISIBIUTY SILT FENCE INLET PROTECTION ---~·-_/ c:•:-... -~.~-·-.:-.• / •l!_Jl-' DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE. SEE SPECIAL PROV1SIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAmc MARKER. 0 ~~~~~s1:sWinfA~i~iN;~~~R. FILL PAvEMENT 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE. SEE C-SHEETS FOR ELEVATIONS. © REMOVE CEMENT CONC. CURB AND GUTTER AND SIDEWALK. © INSTALL CONSTRUCTION SIGN Cl.ASS A. SEE KING COUNlY PARKS SIGN DETAIL IN TI-IE APPENDIX OF THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL. © REMOVE AND DISPOSE OF ECOLOGY BLOCKS. © REMOVE MITAL GATE. SALVAGE TO LOCATION PER THE ENGINEER'S DISCRETION. @REMOVE ANO DISPOSE OF CHAlN LINK FENCE ANO GATE. G RELOCATE ECOLOGY BLOCKS. @ ~~EN~y~~ii~~E TO BE AfJJUSTED TO Fl NISH ED @REMOVE DRAINAGE STRUCTURE. e REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXISTING TREE. REFER TO TI-IE SPECIAL PROVISIONS AND SEE OEr _LLl FOR INSTALLATION OF ROOT BARRIER. ~ @ADJUST EXISTING WATER VAL.VE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT, ADA-COMPLIANT COVER. @) ADJUST WATER MITER BOX TO FINISHED GRADE. @PROTECT EXISTING STRUCTURE IN PLACE. TESC CONTROL NOTES: 0 ~~~~JT2t~~RA:6~~T6~o:xJ~~46~20-00. @NOT USED. 0 ~~A~~~j ~.C~~ ~~~~~10:~~f 0 ~SJ~~:g~ :~l~~DO~L1T~N~5_~Nl.30.17-00. © ~~~llzci~~.~~~cfri~il~Grrv~i ~~1J: ::g~I~~ WITH PLASTIC SHEETING. © ~er~ ~~t(. DEWATER CONSTRUCTION AREA DURING -~~~~--~~~- ckc==:r-~-. -1 r-- LAKE TO SOUND TRAIL SEGMENT A ! ' GREEN RIVER TRAIL TO NACHES AVE SW APR l 7 ?0!5 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN 11 OF47 TESC3 i ~IREVISIOt.lS oc=•~ ,,_ 14 3 TOTAL ,~ ---------'-WETLAND BUFFER = . ·, '#! -··-··-·-·-··---··-·-·~--;, :~-S~.~~j;~~~ i,;.._ -1'--JJ --;.----_______.:;--, ;..c---• -~~-: tit< -,--· -J l/g --CC: ----1-.fs"'.::-. _____ ~,._--,01~---_: >a --~ ,--, -1'1-=d..c,.d~c~c~!;:" °"iS-· c:c.:,. ---------di=~_;;::-__;:_.-------=" _ --_,, '--~-.' . -I / , /,.. ~?..~~~ .---r~ . . ,, /,, • :' ---/~ e-/ / } } . KCPAACD..MllJ779200119 ,w / J (JIY(f"RENTl)I 2' -/ "-) ) l:; }, r----~-wiirLAND siJITTR :z: I • U I J -Il- / 20' W10E WING WALL l~/ 'c 1: / / EASEMENT NO. 6626569 / I I ----e4__ , ~~ ._JCAL~ 0 20 40 DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE. SEE SPECIAL PROVISIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAFFIC MARKER. 0 ~~~~~s1:s~;A~i~iN;~~~R. FILL PA\IEMENT 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE. SEE C-SHEETS FOR ELEVATIONS. © REMOVE CEMENT CONC. CURB AND GUTTER AND SIDEWALK. © INSTALL CONSTRUCTION SIGN CLASS A. SEE KING COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF THE SPECIAL PROVISIONS. 0 RrnOVE BEAM GUARDRAIL. 0 REMOVE AND DISPOSE OF ECOLOGY BLOCKS. © REMOVE METAL GATE. SALVAGE TO LOCATION PER THE ENGINEER'S DISCRETION. ® REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. @ ~:~t'erS~~cr~tE TO BE ADJUSTED TO FlNISHED @REMOVE DRAINAGE STRUCTURE. @REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXISTING TREE. REFER TO THE SPECIAL PROVISIONS AND SEE OET ~ FOR INSTALLATION OF ROOT BARRIER. ~ @ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT, ADA-CmJPUANT COVER. @ADJUST WATER METER BOX TO FINISHED GRADE. @PROTECT EXISTING STRUCTURE IN PLACE. TESC CONTROL NOTES: 0 ~5J~~gf~~:sci~i~T6~~C\CJ1?~4~~20-oo. @Nor USED. @ :~t~s~:}+ ffgc~iN ~~~i~1Digf. 0 ~~~~:g~ ::1 WsflO~L1g:Ni&~N 1.30.17-00. © ~~~LLz~~.Pi~~cfrifiJJ~~~~i %~: :~g~1~~ WITH PLASTIC SHEETING. 0 ru~erJ ~~~K. DEWATER CONSTRUCTION AREA DURING GENERAL NOTES: 1. SEE PlAN ANO PROFILE SHEETS C1-C15 FOR SIGN REMOVAL AND RELOCATION. 2. CUT OR GRIND STUMP NO MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LJMIT Will NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE STANDARD SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHAU NOT DAMAGE THE SLAB, LEGEND: -L.L...L..L...L SAWCUT ~ DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY CEMENT CONC. SIDEWAU< REMOVAL ASPHALT CONC. PAVEMENT REMOVAL --N--HIGH VISIBILITY SILT FENCE -a-a-SILT FENCE APR l 7 :0'.5 • INLET PROTECTION DESIGNED J. DVORAK DRAM',1 M. Mlµ.ER CHEO<EO Y. HO Af1& .,IIOllTHA\oc>IIJENE!;I.IITe1~ BEc.1-E"""-WASHl....-n:JN""""' T.<25<5'11200"4.15<5116>0> LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN DRAWIN~ N(l 12 OF 47 TESC4 I I KCPAACEL:i.T~ """~--~---=-}4----=· ~ - -->-------l-------p--~ " c_.-I 1Z ~t::s . ""' 0 • a ;r..,.,=~-~~y""ir-=-----~~"'-:=-r~=t-~=F.::=:'~?~:=-_:'::'::-~~""ti 6{~~11"~:c:::; -Fe c-'b---= =a I , • ' ---I <( • -.----~-------,:;;, .,,,,.----~----+---0 ti --~ -= ----' i • --',• , 100-YEAR FLOOOPlAIN : ,~ wl _ ' 1 ; __ • (1995 FlRM) l , [_ _____ 1::E ;1-·--, -~-----"'~;'~™"· . _______ j_r _____ .I ___ J l-1 _.,,,-"" I -i:, ·' =-1 /~ f1 PLAN t.'11 _dCA~ 0 20 40 DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE. SEE SPECIAL PROVISIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAmc MARKER. 0 ~~~:~Sl~;?~JtJ~iNJ~~R-FILL PA\IEMENT 0 ADJUST CATCH B,A,SJN OR MANHOLE TO FINISHED GRADE. SEE C-SHEITS FOR ELEVATIONS. 0 REMOVE CEMENT CONC. CURB ANO GUTTER AND SIDEWALK. © INSTALL CONSTRUCTION SIGN CLASS A. SEE KING COUNTY PARKS SIGN DETAIL IN Tl-IE APPENDIX OF THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARORAIL. © REMOVE AND DISPOSE OF ECOLOGY BLOCKS. © REMOVE METAL. GATE. SALVAGE TO LOCATION PER THE ENGINEER'S DISCRETION. @REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. (';;;\ EXISTING STRUCTURE TO BE ADJUSTED TO FINISHED \'.Y GRAOE BY OTHERS. @REMOVE DRAINAGE STRUCTURE. 0 REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXISTING TREE. R@TO THE SPECIAL PROVISIONS AND SEE DET 1 FOR INSTAUATION OF ROOT MRRlER. D @ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT. ADA-COMPLIANT COVER. ® ADJUST WATER METER BOX TO FINISHED GRADE. @PROTECT EXISTING STRUCTURE IN PlACE. TESC CONTROL NOTES: \ I 0 INSTALL STORM DRAIN INLET PROTECTION IN ---------~-=-~-_c--_c_--~~,...._~':"'~~-,,----_:_:s,:;;:--=::..::-----=-~--_::-_,,_-_=-=-------ci):a~O~~:CE WITH WSDOT STO PLAN 1-4020-00 ---~ ------"~,~ ~~~-==--"'=-="'---:e:---'=--~fjb,...Jco /"'.;'\INSTAU. SILT FENCE IN ACCORDANCE I ------=---~-------[INGRESS EGRESS ~4 ~o 0wlll-l WSDOT STD PLAN 1-3015-01 I plL --------~----r ANO UTILITY EASEMENT Gii&) , I -, lfil ©INSTALL HIGH VISIBILITY SILT FENCE IN ..-bJ-_--:----, 14 ,-. ACCORDANCE Wlll-l WSDOT STD PLAN 130 17-00 t / _..,;;:;;:~.,,..-.--------------'~ccc-c--_-~---;--:-_=.=--::----:-----=--c.:-::-~--c--------------'J-@INSTALL TEMPORARY BYPASS TO OWERT WATER AROUNO ,~¥~~~~~~=-=E;~#~~~~~~;2~i~~~~x~-~~2;~j~~1; ~~1~~~~~~- (1) r -----y 1 ----.. --.. -::=;,=oi"'--'-oa~~~pc3!1,---,"6==-i'l::::ir; :'-<Oi' .. ', ·" , ' ~-~,~,,~~~ ""1 _;:._ j ~ GRAOE. EQUIPMENT THAT OISTURBS SOILS BELOW THIS U"IT ~ rtf-:=a~~~~~;r~~~~<o=::=,1¥=8'~-=<,:_"=c=-C===--:::,:-__ ~~;::;:._~;::::..-=--~-C\ . ··.:;.:....,~ =-~-1' .-=::: .~ :· , .. :~-.. ~~-. \: / ·-. LG) ·, .l. ;\J /' :{~ ,~,~~-,~ 3. ~t ;\~:i~:ra~T!Zc~~E6~,c~ s:;ooT::o ~l-~Y~:5"~200119 / . -···-,,~-.::..:..-.-••. .:..._ •• -• ..:.:.::::-:-::~-::.-•• -···-···-------------'·;<.::-~...::---;--. _____________ .:::.:.,,....:,--, -{~::..... -------------------~~~iJ-~~ ~ /'S~--"_ 14 ,,-. CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE + I '!:f----3 / -----------------'C '~,._,\.: -14 ·• _ _/WETLAND BUFFER-----(·-· -14 COTTONWOODS, VERIFY 7 --------:_.....:'-_1u, STANDARD SPECIFICATIONS. U1 <l, ----------,-_,. ·.. AT TIME OF WORK ,.. W 4. A PORTION OF ASPHALT REMOVAL W.Y BE UNOERL.AlN BY A 0 ' ------------1 Z CONCRETE BRIDGE APPROACH SI..A8, WHERE NOTED ON THE ' ----,/-----...,. -----_ INGRESS, EGRESS ktP«EL.NO.l779~1ta 15 PLUM TREES, VERIFY ,:::i PLAN. ASPHALT REMOVAL SHAU. NOT DAMAGE THE SLAB. r , .,,, .,,, -..... AND UTILITY EASEMENT CIIY (f" ~ • AT TIME OF WORK [ 100-YEAR FLOODPLAIN X LEGEND· I / ~/ ---· . • .. . (1995 FlRM) 10 ---· I , , _,.,. -...... .-·-·"'.'.'·.-·-·-1,-. .-L..J.......J. SAWCVT \ ~;--y·-·-·-·-·-·-·-·-·-·-·-·-·-·_,.-..c--·-·-·1 7. -·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·~·-.. -·-. ·.-·-·-·-·-·-. ·-·-. ~~ (E) DRAINAGE THRESHOLD OISCHARGE AREA 10 NO. ~ { -. ·-----TDA BOUNDARY ~IREVISlct,IS DESIGNED J. DVORAK DRAl'<l>j t--t-----------+---+--, M. MILLER CHECKED Y. HO -ONE INCH AT FULL SCALE, IF NOT, SCALE ACCORDINGLY FlUNAiJt 4PAT2T2DM-1 1521-084 (A(2C PRIL 201~ \ ·-· -7 ·-· . CEMENT CONG. SIDEWALK REMOVAL PLAN ' ASPHALT CONG. PAVEMENT REMOVAL _dCAlE IN FE6 ® -. -N-HIGH VISIBILITY SILT FENCE O 20 40 -c-o-SILT FENCE APR 1 7 1:r:'. e INLET PROTECTION 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION <1110IITHA\ISMJEN~ Sl.OTE1!11Wl OEL.l=WASHl"GTON- l•,s< .. 8"00F'2"S!l•J6J LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW CLEARING, GRADING AND TESC PLAN DRAWING NO 130F47 TESC5 DEMOLITION NOTES: / 0 MAINTAIN EXISTING METAL GATE. SEE SPECIAL PROVISIONS KC f'AACEL NO ,J2.!04002(I FOR ACCESS INFORMATION. e,;sr ----------=------------.=:=-------------.,,_--=--------------=--------------P/L ©REMOVE PLASTIC TRAmc MARKER ---=.---~--~:---[INGRESS, EGRESS -------_-:-------=--=--t (J\REMOVE RAISED PAVEMENT MARKER FILL PAVE~ENT f:Jl,-=-----~ , ' ~ AND UTil.lTY EASEMENT ~ ~ I \.VDEPRESSION WITH LOOP SEALANT ~r-.--==--------. ~· ~4 , ,... 14 .,,,,, 1 ©ADJUST C,.lffCH BASIN OR MANHOLE TO FINISHED GRADE > \ -----------------------------------------------------_ •.,,. ~-"'"', SEE C-SHEErS FOR ELEVATIONS cl ~4 2 TOTAL __ -~-J-------,---~-=--=-=--=---=--°'~--~ ~--_ _ _ -------'---= ------_ ----==--•_ -=-==-=----_c, _ -=--==--:_ __ ---,~,5'. ;:---=-:----'-"----©REMOVE CEMENT CDNC CURB AND GUTTER AND SIDEWALK ~'--------cc----:-==---_---~~ t-~~ ~-==. -~ ~-= ~--_ -=-==~ 14 ~W=c_--cc:c=---~-=---=--=--_---~=-==-,--==--~---~------~-~-~, ~cc'_ -~~ ;:-_ --------~ -~O©INSTAlL CONSTRUCTION SIGN CLASS A SEE KING _I -~ _ :O.._ -_ _.:;. ~_::,_-:-::.--::---=_:-:---? , ~ _ ___ __ / ~., ~-, < --~] ~ COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF it::-~;:~~=-:.d~~~~e~~~~~~==~~=:~:~:~:::~::::~~~=~~~~~~I~~~j;:=~~~~: ~:~::E:M::~::~~ ECOLOGY BLOCKS ::::.'~ ---~ -l---=--.:;_~:-_:__--=:._=-~-=:-~~~~-J~C~-~°t:J-=:.'&=-:f;=:-~~-=a__~~~~~-=~:~--~,;;,--=---~-~-=-:--==-::..:_-;_._~_:_-~~,.I: ©REMOVE METAL GATE SALVAGE TO LOCATION a:,, ---~to-==~-~CG~c-C\::J-=...~-!5=::~-a-0---0-;10-~~-----~-"' ~ -z PER THE ENGINEER'S DISCRCTION g ~~=ii:=-~~c.-ci-i-\ -----~==&.=::-cr-==cF-=i5~~~~~~ ....., _ :::i @REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE I' \ 100-YEAR FLOODPLAIN -------------------l-------------------I ( -"\i:c Q ;,, \ L-------(1995 FIRM) -----------------------------------:-~ -.=_-__:~ _ JO 0RELOCATE ECOLOGY BLOCKS m' ---------------, 1 =1 14 ------, ... (,,\EXISTING STRUCTURE TO BE ADJUSTED TO FlNISHED ml---------J I INGRESS, EGRESS J -______ -----7 14 _\ _ ~ \'.YGRADE BY OTHERS ~, '> -_ _ _ _ _ _ _ _ ___ --------~-------_____ -~D UTlLITY EASEMENT_.--__ ----.~ ' @REMOVE DRAJNAGE STRUCTURE m~ \ // , 1 kC PAACn NO. ]119200117-·-·-·~·-·-·-· : @REMOVE EXISTING TREE. SEE GENERAL NOTE 2. -\ KCPAACELHOJ77'!1200116 I.,,.·\ CIIYCf'RENIOH ' c.;,. -I~ cm Cf' R[H!ON .,,..~· '2V PROTECT EXISTING TREE. REFER TO THE SPECIAL ffl ....... ....-· I PROVISIONS AND SEE DET ~ FOR INSTAU.ATION tA ----·-) OF ROOT BARRIER. ~ g ----\ . PLAN ~ @ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED SCALE IN FEET N GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT, iiiiiiii-iii,j P""'""""""' ADA-COMPLIANT COVER. 0 20 40 ® ADJUST WATER METER BOX TO FINISHED GRADE. ~CPMCU.~IJ23049020 __f.}l ---:..-:------------~-------:::--c-------z=.C--~~ "_':'~c· _,,~,,--~--~~~-c-I.: ;,,-;c.c_~,,~--=-~-~==,,---.-. __ --_ . -~/ =---?"'~~~-.:::-::::=---=-,-=.,~=-~==-=~L~-~J .... I . i~~ -·::::-: a,,/·· . --• " ---_ Ill ~~~~~~f]-;§i;-F;~~=~?~~~~~-;~~~1 i::E-= o.-_c.----=---_}~ J~' , 14 oo-oo-ij_;_oo~ ,' T , f':lL;_: ~±Q"-"a:=::o~a2-a".;~o=-"\a~-=-'¥i-t;-~~6'~;;JI ~~:~=-11~B'3~J~~~"--~:~~~-,--~-!.:'c;_-:::-,cc=-----=-i __ f;,-~---~-:~~\ ----; ____ ~' _____ -_ -______ , --,cF-,,:~ -lr~~·D ..! -~·--/ ' ,', -------------;-~ ---:-:-'\ 't / '' ' I --------------~f-' ';p, ) ---~--=-.:--'--:er---:--,~ ~:-::..= _ -,___ 'J , --/ : "-' , \ ;, 100-YEAR FLOODPLAIN 4 ,---------------1/) .,_ :_;;--------> _ r' ( / -~ ---"--_ , , {1995 FIRM) L UI ~ I ; 4 '', INGRESS, EGRESS I~ 6'r..., 3 .· " / WETLAND 3 , --_ _ _ _ _ _ _ _ _ _ _ _ __ --.--. --~-__ AN_D _UTILITY EASEMENT I-' C>\ . ] r ---l:c rWETIAND BUFFE.R / i ce=~ ,~,, ·-·-._1 _ ~ ~: . ''"'"""" ,::e ~ I I I \ ~IRE\IISIONS Ki; PMCn NO. J1moo111 ~--'[ -~. I / ---. WETLAND BUFFER / WETLAND4 , PLAN ~ t ~': I ..:, I APR 11 20',5 ..._;.CALE IN FE6 N 0 20 40 -ONE INCH AT FULL SCALE. DESIGNED J. DVORAK @PROTECT EXISTING STRUCTURE IN PLACE. TESC CONTROL NOTES: 0 ~~~~~g/~~RA:s6~~~~0;cfJ1~~46~20-oo. @NOT USED. @:~~s~€f [f~.c~N 't-~i~,r:~gf. 0 ~~~A~g~ :~Bl~O~L~~N~~~N 1.30.17-00. ©:~f\~_Pi~~cf6~~Ggw~~ :~: :~g~I~~ WFTH PLASTIC SHEETING. © ~~~~ ~~i<. DEWATER CONSTRUCTION AREA DURING GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN REMOVAL AND RELOCATION. 2. CUT OR GRIND STIJMP NO tJORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW TH1S LIMIT WILL NOT BE AU.OWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +oo AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE STANDARD SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLA.IN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB. LEGEND: .....J......J.. SAWCUT ~ DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY ~ l~ CEMENT CONC. SIDEWALK REMOVJ\I... ASPHALT CONG. PAVEMENT REMOVAL --N-HIGH VISIBILITY SILT FENCE -c-a-SILT FENCE e INLIT PROTECTION 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION t---f-----------+---+--!DRA: Mtli.ER CHECKED Y. HO IF JljOT, SCALE ACCORIDINOL Y ,11,oomAVENUENOSIJIT[U""' 0ELLE\IU,.WASHIN()TotJ"800! r,:,s,oa"200F4'S<Sil"""' LAKE TO SOUND TRAIL EMQIM~ERIND.PLlNNING ENVJROMMEMTAI..SCIEMCES I I SEGMENT A CLEARING, GRADING AND TESC PLAN 14 OF 47 TESCG GREEN RIVER TRAIL TO NACHES AVE SW l P/L ----------,-~ ---------DEMOLITION NOTES: 3Cr-,c_-;:c--:-~~-------,-.--;, ~-;~;1~:;17 --~------~~~RESS~-EGRE55---------~---------I 0MAINTAIN EXISTING METAL GATE. SEE SPECIAL PROVISIONS )> -1 , ,-~ ----[ AND IJTIUTY EASEMENT ------KC PAfiCU "°-132:io.ill.lio FOR ACCESS INFORMATION. -1: 1),/ 1 -"-~ .l2" ~ >... 32 _ ----=-----I ,, ..... ·-11N!f'·-., ©REMOVE PLASTIC TRAFFlC MARKER. Q ;:__~ ,. ' "_' 1 ___ _ _. ---:;i--~,-----:r-~-::.-----/ \ REMOVE RAISED PAVEMENT MARKER. FILL PAVEMENT !~=~~~~~-1~>==~~:~_~:;~=--!~z:j~~:::-\'~-~~-~c~~f,;:;;;~~ ~l:i"'=--:-=;-~..2'.~~~~~:::C:6=='3:=-t-::::::a~'!!!!:.~~~oo~'i:,=.'&=~-r =8'_;::;-c--=iJ--=a--=a~~o--"".ci=~-"'-~"' ,,';;=.'I,-. ~-"'~~ ----~ ', I :---. 7 0REMOVE BEA" GUARDIWL ' - 0 - 0 - 0 " ·-\. ---. ; . ' : ;__ ' --,---~ •• ----it---~-===i~, ~ ©REMOVE AND DISPOSE OF ECOLOGY BLOCKS. ~ · -. I ·,_ •__/ '.. ' ---) .• _ P/f'-:~·e:;:::'!~ I ·-:._ 9 REMOVE METAL GATE. SALVAGE TO LOCATION m,------------------------------------------------/---------_ '-_ _ ,, 4 / / ~ ---~ © PER THE ENGINEER'S DISCRETION !• i~;,"!:'.F"'" ' ~~ ! .. ----e+-T------------_-.---------------a'I t .. ·. ~--_' ""~,, @REMOVEANDDISPOSEDFCHAJNUNKFENCEANDGATE. lll\ ~ · L , "-;-,-------.:. __ ,,-;, -. __;\ i~ @RELOCATE EcoLoGY BLocKs. -4 / INGRESS, EGRESS "'-/ .--~:.-,.. -_-. . '~-. . : ~ ·. · '· @EXISTING STRUCTURE TO BE ADJUSTED TO FlNISHED -I : AND UTILITY EASEMENT_,' WETlAND BUFFER _/ --/<··C_-'.-\ ,-'---. ~", 12 GRADE BY OTHERS. rn~ ----~---·-·---·---·-·----~---------------r---/----------_ / /~ -::::-< ;.c~:, .•, J '.._ ;~GJ @REMOVE DIWNAGE STRUCTIURE. l;ll ,: f ·-·-·-·-·-·,c;.a,:,,.-""""''"·-·-·-·-· . .-·-·// '"l·. -·-.) ':_ 11· -.I.! '14'REMOVE EXISTING TREE. SEE GENERAL NOTE 2. QTY Cf" RENl'ON -s: / ' I ct' ® PROTECT EXISTING TREE. REFER TO THE SPECIAL KCl'ARCUNO 1J2JCM9012 ar,'(f"REHTQN .' ~---·-·-·-·-/,' ,' 1 '1 /:i,. ~ ~ I J.;. PROVISIONS AND SEE OET ~ FOR INSTALLATION -, !f" OF ROOT BARRIER. ~ : /J1 @ADJUST EXISTING WATER VALVE "'NHDL£ TO FINISHED I ~ GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT, I PLAN / ADA-COMPLIANT COVER. / , SCALE IN Fm :,r WETLAND 1 / 2 "' . / @ADJUST WATER METER BOX TO FINISHED GRADE. ----..j E!-i COMPLEX / 1 0 20 40 .\ @PROTECT EXISTING STRUCTURE IN PLACE. KCPAACll.:.-132.!049020 _....---KCmg;:=117 ------------------------------------------------------TESCCONTROLNOTES: o/\_,,,...-,-,,...-,-_...,,. __ -------------------------/L --------~-~=-=::--~~, .. .-:::-_:-.= __ ~-;--: -~----{INGRESS, EGRESS 0 ~cSZ~~~gt~ri'HRA:s6~~~,-6~~cfJ 1~~46~20-oo. ):.)--"" _.---fl =----~---~ -----AND UTILITY EASEMENT -----------_________ ::..---------=--., _ ... -~-' _\,· ·:'· ;-(,.) -------------- ---_ce,_CG-CG-CG-CG-CG-Clil-CG-co-.,'"'J.-.---\ -;;· ~ -.-. ~ ~-:~~~~,~f1;~~'r"=''~~~-=~-~~:=r_:: __ ~:-~~ -=..;=o,---~!f--~------~.._~.;;;,,_ ~Ji,.-,r"~lf; .. .•·· =~ ---~. ---- --_.,--=-,._~~ -j••M~;;t:·:~7'--_,--_-<~_,_-..::::.J_;r·-.. / .. , -·------·· ~---.:..:.--._,:: .-.--.-."/ g CG::.__,r--~~~;:;;-:~-~---~ 14 ~ '\: '"~~-)~(>~-,, ~-~_--:.._·~---------~ ~: __ -------::~---~---~--~~,· .~-~':-'_:_<"~~ ),,I _ _,.._-\_-4 --'C,(.J· / 14 ---~~,-_-···-~'/~ ~' ~-.:-"'"_\ ___ .,,.._ . 15 · ------.._ ~-,,_ " :c\-7·-;--WET!AND BUFFER . ------.____,,,'--. i; ~\-.-.-:~~~MENT '--.... --~-,·y,i-.'?j~ 'Z, ~t;PAAC!l_llO.IJZJCMS012 ,..._ .~~".__/'oi :\ ;\{ u-------/ I.It -1\ ". #"'' --~ .· I':' > ~' -:-, ~ ,.#[.? + ,/ ~ ~ ~~ ~' ~ 'iJ.,"' @NOT USED. @ :~A~s~~f ~~ciJN ~~~~~~igf_ 0 ~c~~:to:g~ ~~l~~o~L~~N~&JN 1.30.17-00. © ~~~llz6~~-P~:~fcf~JJJ~G~1Ri ~~lJ=i ::g~r~~ WITH PLASTIC SHEETING. © ~~~~ ~:i<.. DEWATER CONSTRUCTION AREA DURING GENERAL NOTES: 1. SEE PLAN ANO PROFILE SHEETS C1-C15 FOR SIGN REMOVAL ANO RELOCATION. 2. CLfT OR GRIND STUMP NO MORE THAN 18M BELOW FINISHED GRADE. EQUIPMENT TliAT DISTIJRBS SOILS BELOW THIS w.m Will. NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1+00 AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE STANDARD SPECIFlCATlONS. 4. A PORTION Of ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB. LEGEND: ......i.....L.. SAWCUT ~ DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ( ,-; ---TOA BOUNDARY CEMENT CONC. SIDEWALK REMOVAL Q\ i."r' '?v I ----I.! I ·. --. ,(i p K l 7 2 G15 ASPHALT CONC. PAVEMENT REMOVAL (\ ' --N-HIGH VISIBILITY SILT FENCE \ c WETLAND 112 PLAN ® '" COMPLEX SCAL£ IN FEET ~ -------------.-. -, ·,.---,~'<(' -----------, E!-i ----WE!TtAND1/2COMPLEX l ?:i I REVISl()l',IS DE'SlGNEO J. DVORAK DRA\ljl,j M. Mlllffi CHECKED Y. HO 40 "110IITH~\ocl<'-"'NE SC,TIE1000 SELLE"'-".W"""1NGTON"""' r,>0,,."21lOF4'1'4'"""'3 LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW ---:-11-a-SILT FENCE e INL£T PROTECTION 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN DR~WING ND 150F 47 TESC7 t /~\\ /;..ETLAND 112 \ COMPLEX \. INGRESS, EGRESS WETLAND 2A ~ 100-YEAR FLOODPLAIN _lAND UTILITY EASEMENT · (1995 Fl~M) f ! END PROJECT ~ -A~~-\~:\-~\-c\~~ff~-~?S~-:---r:--~7,7=:-~~-~~~:-~:'~~~~=\~-:-:_----;~;~-: ~~;_~:~ j~-~CC-t---~:-.-1-------~~ s~~A~~:;1:-~~----;----~--~ --J--__:,_,,-~--=-~!l'-.. ---'<c;_ '• • • ' ~ I J --• --{i} , ' ' f ; .,.c-(i) 0::-__ _.-7 f-::=--QG~CG-"'\ ' ' -CO~~~ _ _, 1 ---~___:::: (\ ~ -;_:':- ~\--I ,i-:;P-;;:::::/f.' \ \ --}b:::"""~~---o.N-l.-'i= tJ N--;;,N .. ~' "' .:_'!_~~~'=-----=-~='=--~.21..-=-" • <,; --{:;;-..;...,-,---->-' ::.::::::;::::_ ~ ". -l ~IRE\IISIONS 139-t-OO / / KC~:~49012 _,/ _,// KCPAACO.NO.ll2304tl09CI 00~- DESIGNED J. DVORAK WETLAND 1 /2 COMPLEX ~ d~ 0 20 40 ~C P/JlCtl. NO. IS2:l049088 an- ~c PAACEl. ~ 1J2J049089 ~~- .,.,.., WETLAND 1 /2 COMPLEX DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE. SEE SPECIAL PROl/lSIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAmc MARKER. 0 ~~~s1:s~~t~~iNJ~~R. FILL PAVEMENT 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE. SEE C-SHECTS FOR ELEVATIONS. © REMOVE CEMENT CONC. CURB AND GUTIER AND SIDEWALK. © INSTALL CONSTRUCTION SIGN Cl.ASS A. SEE KING COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL © REMOVE AND DISPOSE OF ECOLOGY BLOCKS. © REMOVE METAL GATE. SALVAGE TO LOCATION PER Tl-lE ENGINEER'S DISCRETION. @REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. Q EXISTING STRUCTURE TO BE ADJUSTED TO FINISHED \'.;/ GRADE BY OTHERS. @REMOVE DRAINAGE STRUCTURE. @REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXISTING TREE. R@TO THE SPECIAL PROVISIONS AND SEE DET 1 FOR INSTALLATION OF ROOT BARRIER. @ ~~~r. ~~~~~ ~~~Nt1~~~~~LEsLi~-~~~7tT~T. ADA-COMPLIANT COVER. ® ADJUST WATER METER BOX TO FINISHED GRADE. @PROTECT EXISTING STRUCTURE IN PLACE. TESC CONTROL NOTES: 0 ~5Jo~,J;rgl~~RA:s6~~~Jri~ 0;CiJ 1 ~~46~20-oo. @NOT USED. @ :~~s~~~ ~~.c~N "t~~~1Di5f. 0 ~5J~~;g~ :~l~O~L1gNiC\~N 1.30.17-00. ©~~~z~.pi=cr6:t~G~~i :1J=: ;~g~I~~ WITH PLASTIC SHEETING. © ~~~~ ~~~ic DEWATER CONSTRUCTION AREA DURING GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN REMOVAL AND RELOCATION. 2. CUT OR GRIND STUMP NO MORE THAN 18" BELOW FINJSHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LIMIT Will NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +oo AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE ST.ANDARO SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHAU. NOT DAMAGE THE SLAB. LEGEND: .....L..L..L..L SAWCUT (E} DRAINAGE THRESHOLD DISCHARGE AREA 10 NO. ----TOA BOUNDARY r . A-,.-:1 CEMENT caNc. s1DEWAU< REMOVAL ~·',.;:~·.) ASPHALT CONC. PAVEMENT REMOVAL --N--HIGH VISIBILITY SILT FENCE -c-c-SILT FENCE e INlfl PROTECTION 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION DR/I"™ M. MILLER CHECKED Y. HO •1110ilTH~\IENUCNE:.S<!l'rE100D gFLLS\IUEWASHINGT,-..""°"' T"S4!oll""'°F.,O<S8"""" LAKE TO SOUND TRAIL SEGMENT A CLEARING, GRADING AND TESC PLAN DRAWING NO. 160F 47 TESC8 GREEN RIVER TRAIL TO NACHES AVE SW I ~ _ 100-YEAR FLOODPLAIN , ,_ 8 ----_: _____ .:.:...-:-:-:;:,_":, __ ,~ ----4---___ -:,-_-:-~.:.:-......------ 00 --(1995 FIR") -,tsTA 17+49 392'[r=;-------\1•1"· ~ ---4-~-------__ ,,-,.,---~-r--~--~=-~-~~,~--=;--JJt~t~~~~~1~r7~~~~-~ ~ ~-f--i "*I j 1 POSSIBLE GROUND IMPROVEMENT I L, --+--,1 -----·----_ J J8_ r LIMITS,TOBEDETERMINED ~ 8 I .-----L. ·· I 1---,;:" 1--8 . ----------· I 11 I -I ----, I +1------------ -/ /------=:___:= ---t I I -------+~-i~-;;i:---=-=-=:---~ f-----------------=-----:::--1K----I I · 1 · -----~ lfc5!A 17+1~ 360'RT -----~ I 1 I I I -~* ____ J!!!.WM-1~------- --..:'$..:. ____ , --'I(. 'N. ..--=~--=-'-=-. ......,_. - 0HWM-126' ~ + 1:;:r::: ,,______.. 1' jJ-------~~~- -~-::::: --------1'-ri-N._~~ -+-=--=-~--~-=--~ -- -" -~--~-:--~~---:-: 17+09, 35~ ~------= --1---ts~ -: ----------- ------------1----,-- -----------------I I I BLACK RIVER ------------I I I kkc PAfic[L ----------I -r ' !Ne couNr/iE::229sooJ10 _ ;---------------I i I ----~ ""' -i -,,..,."' """ --' -I -I -fi~ .... ; """ ----~ --~---·--~~ _ : _ >-------.::_:: ~-L f_ 1-.:.... ----=--=--~---------- " si~Anc iANos __ _J_--=--· ---==; c==-~=:-~=D-_:J:,,=---;-_=;==:;-_=; " --oHWM-=i1.9' - -,,,,_ !J/,/f DS4911J-(~tNT-, OHWM -119' 1 __ ~ ' __ _ --~-~~tONsil~t'SH[g F~~ :710240179) I -----r "1 I ---------------I --t--. I Il "'o "-'--~;-BRtDG[ EW I --~, -· -r--~ -I ---1 11 - 11,,S' "-' / • 1·-\ -' ·--- , ~.f> -" , --~ j I I _ -1>--.z__ I tt" -------------- -f>o-1.'/J ~ -~ t I ~-11 • , __ I _J--~----t-. _ _ " / -;::----f-i.;:,__1____ --I '--.......___ -, ' , • -• "' / _ " 1 _ I _ 4 _ _ ___ ,,,__ __ I ! ,. _ ~------------~---"---·>-~~--,----------l ___ J~L { _ I J_ -I -t -:t-d<} ---t---t -~"' ' '-< •, » • JTf' ---------+-+--~-:--Cc-07----'-fi-L_':_:Cs. __ ( ~ °" " ·,~ 1 --1 1 r 1 • 1 ---------__ ~ ', 100-YEARFLOOOPlAIN ,'--,'>,-...__ _J __ L--_ 111 -----·------' ---- -------------' • (1995 ARM) ·) /-.• ""'-.._ 1-• I ' 8 I --..__ __ ,:'),.,._ '" --:::: ~-_ "-.....,. _ _ '-'L uM1rs, 10 BE DETERMINED I I 1 , I 1 , •'""-. kc < 1995 FIRM) ----- ..-x-i"__ ' ~ •• __ I __ ~--··. __ I -. 1 _ I "",l [ I _ ·•c-.,-. - -----, ~"::-------> ;-'::-, ~ '-"i .-.. I r I f I n·, c1r/:,cEL No. 72 > '-x-'·'------·-. I ')--._ ---~~ ~. I._ I ~ I '-r I ""•· R[NToN '29So-02a1 c ," .....___ '--...:}, • , ~""'/-. I ' I l, I ' _ 8 ~ •c-.,.,._ ._ • ~ ·._ !.. -~-------. ·-. ·._ j'",\;, -•"•.-·•:,•-.-';,, --' --. STA16+12360'tT·-· ------t---1-__ .--------1~·1c"""' '. ·•s.;,:;: ---~-' ,:--· .. / . . '" ·--~~~'--\ ~r -I t"~"-="--,,~" • I •c'::.,. . -•c-.. •• ':--: ,-,._ STA 16+08, 27.1U. .:<-,::, .. -· --->_.}[ /,l;·-------/ -_J,•. ' tSTA 16+08, 36.0'RT ·"",~. . :--: ' . -< --'--~ p[.(N -~ -. . ,...._'- DESIGNED J. DVORAK ~IRE\IISIONS ~·~ l--t-----------t---t--1 M. MIUER a-lECKEO Y. HO -ONE INCH AT FULL SCALE, IF NOT, SCA.LEACCOl'I.DINGLY FILENAME BL1521084PA T2T2DM-1 jaEiHc. ss+-1521-084 (A./2C DA'PR1L 201!5 SCALE IN FEET .._. i---i-,j E!'."i 0 10 20 •11100TtlAVC"1.JC~E.S!JrlE1003 8ELLE\IU,.WA&l<IN(Sl(lN"600< T<2S4SOo:!'JOF">.<S8-""ll LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW DEMOLITION NOTES: (0 MAINTAIN EXISllNG METAL GATE. SEE SPECIAL PROVISIONS FOR ACCESS INFORMATION. 0 REMOVE PlASTIC TRAFFIC MARKER. 0 ~~~~:si'ci~?~~\JA~g~~NJ~~R. FlLL PAVEMENT 0 ADJUST CATCH BASIN OR MANHOLE TO FlN!SHED GRADE. SEE C-SHEETS FOR ELEVATIONS. © REMOVE CEMENT CONC. CURB AND GLITTER AND SIDEWALi<. © INSTALL CONSTRUCTION SIGN CLASS A. SEE KING COUNlY PARKS SIGN DETAIL IN THE APPENDIX OF THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL. © REMOVE AND DISPOSE OF ECOLOGY BLOCKS. © REMOVE METAL GATE. SALVAGE TO LOCATION PER THE ENGINEER'S DISCRETION. @REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. r.;;,., EXISTING STRUCTURE TO BE ADJUSTED TO FlNISHED ~ GRADE BY OTHERS. @REMOVE DRAINAGE STRUCTURE. @REMOVE EXISTING TREE. SEE GENERAL NOTE 2. ® PROTECT EXISTING TREE. REFER TO THE SPECIAL PROVISIONS AND SEE DET t:::i:) FOR INSTALlATION OF ROOT BARRIER. ~ @ADJUST EXISllNG WATER VALVE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT, ADA-COMPLIANT COVER. @ADJUST WATER METER BOX TO FINISHED GRADE. ® PROTECT EXISTING STRUCTURE IN PLACE. TESC CONTROL NOTES: 0 ~c5J~~~2t~~R/>J:S~~rr ST6~°J"CA~~~46~20-oo. @Nor USED. 0 ::tt¢is6~j ~.C~~N ~=-~~1Digr 0 ~c5J~~:g~ :~Bl~oo~L~Ni~N 1.30.17-00. © :~~Llzci~~~i~~JY~~ii~G~~~ ~Ji :~gtl~~ WrTH PLASTIC SHEETING. © ~t~~ Z:K. DEWATER CONSTRUCTION AREA DURING GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS Cl -C1 5 FOR SIGN REMOVAL AND RELOCATION. 2. CUT OR GRIND STUMP NO MORE THAN 18-BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SO!LS BELOW TI-IIS LJMrT Will NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +oo AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE STANDARD SPECIFlCATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON TI-IE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB. LEGEND: ......l....L... SAWCUT ~ DRAINAGE THRESHOLD DISCHARGE AREA 10 NO . ----TDA BOUNDARY [ • -_. CEMENT CONC. SIDEWALK REMOVAL ~j ASPHALT CONC. PAVEMENT REMOVAL __ ,. __ HIGH VISIBILITY SILT FENCE -a-a-SILT FENCE e INLIT PROTECTION 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN ORAWINGNO 170F47 TESC9 WALL f4( 7 EXISTING\ GROUND \ ~~~~ -.~:'l:..:=:=JI SOILS -6,_ I RE\/l~ONS 16're. ,· PAVED lRl>JL PAVED TRAIL A-LINE STA 1+00 TO 10+36 A..LJNE STA 11+25 TO 15+l8 A.LJNE ST A 15+96 TO 16+28 B-LINE STA 104+60TO 106+15 B-LINE STA 125+45 TO 126+75 TYPICAL SECTION {A\ NO SCALE I I I I I I I SfCDON A NOJFS· 1. 0.5X fROt.l A-LINE STA 4+J.4 LT TO STA 4+82 LT. 2. 2;1 FROI.I A-LINE STA 11+50 RT TO STA 13+00 RT. J. B-Ut.E TRANSmONS FROM SECllON C AT STA 104+00 TO SECTION A AT STA 104+60. 4. B-UNE lR.4.NSmONS FROM SECTION A AT STA 106+15 TO SECTION CAT STA 106+75. 5. B-LINE lRANSmONS FROM SECTION C AT STA 124+85 TO SECTION A AT STA 125+45. 6. 8-Ut,E lRANSmONS FROM SECllON A AT ST-' 126+75 TO SECTION C STA 127+35. ~ --1-!'.+- I I IS11NG . « ROUND V.,;~V/ TRAIL SECTION WITH FENCE ~ I 7 }WAll #1 ~- TRAIL SECTION WITH WALL AND FENCE I I 7 }WAU. #5 TOP Of\ ROADWAY \ GROUND RESTORED WITH r EXISffiG TRAIL SECTION WITH WALL AND BLOCK PEDESTRIAN BARRIER DESIGNED J. DVORAK ~· Ii Ld::::::0 _ NATIVE SOILS DRAlm 1-----t-----------+---t--, M. Miu.ER ~ Y. HO 16' 6' PAVED TRAIL PAVED TRAIL A-LINE STA 10+36 TO 11+25 TYPICAL SECTION ffi NO SCALE ~ f ----- D~N~B~~J - APPROACH SLAB C-LINE STA201+19 TO 201+43 TYPICAL SECTION {f\ NO SCALE 1YP ~EXISTING GROUND g'5:}~i'7Jy~;~-,' WALL #2( 7 EXISTING~ GROUND RESTORED WITH NATIVE '8(<t:::::::::::::I .... SOILS 3:1,Tl'P ~r EXISTING GROUND 3 C-LINE STA 201+43 TO 203+58 TYPICAL SECTION (D NO SCALE "1 Hl8TI<A"JE>IUE~E S1JrTE1800 BE1.LEWEWASHl>IGTDN9800< T425-~F·~·~= ,· PAYEDTIWL re.,s· 6' 2' PAVED TR.&JL lsHl.DR B-UNE STA 101+87 TO 104+00** B-LINE STA 106+75 TO 124+85 B-LJNE STA 127+35 TO 143+18 TYPICAL SECTION ffi NO SCALE •SEE NOTrS J, 4, 5, AND 6 FOR SECTION A ••SEE DETAILED GRADING AT SHEET C15 7 }WALL #JA AND WALL #JB TRAIL SECTION WITH WALL AND FENCE I I I I WALL H'PROACHES I~ VARIES 1' Tl'P TO 2'-6~ AT : v-cv ~.?1'~~ TRAIL SECTION WITH FENCE 10 NO SCAtf CONSTRUCTION NOTES: 8 HMA CL J/8" PG 64-22. 0 CRUSHEDSURFACINGTOPCOURSE. 0 SB..ECT BORROW INCL HAUL. 0 ~:~s~Ni~r-=~~~~otR 0 HMA CL 1/2" PG 64-22. © ~OU~~~ ~~~D~NO SEEDING AND 0 GR4.Vm' BLOCK WALL © ~:~~N~~~C(_:lfw.1~~itlITTER 0 f~pHl:LB~{ ;J~ WriC~J:~~tTH @ CEMENT CONC. TRAfFIC CURB PER WSDOT STD. PW! f-10.12-0.3. APR l ') 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 180F47 LAKE TO SOUND TRAIL SEGMENT A TYPICAL CROSS SECTIONS CS1 GREEN RIVER TRAIL TO NACHES AVE SW -------------- ~IRE\l!SIONS 40 35 r-··------··i-------1-- 30 P\/1 STA 1+00.00 °EL-ZJ.17 25 20 1+00 ro~ fj~ DESIGNED J. DVORAK DRAWN M. MILLER CHECKED Y. HO 2+00 i \, ~ ......... ',,, ' --~~ BU.cl( RIVER \ . '--.. -', '. ---Kl'.P~"ioo7JW!iOOJl!O /1 ',, ~.~:~.>,,-STA 4:;,~ :.:~~ I ', ',' ~~.!L_ END 0.5% CUT SLOPE /--1 ,, ' -~ SIDE ONLY) / I ,. '-·,:\,.,-· ·-.. _---., --7----tN , , . JSTA 4+34, 8.0'LT ' IQ EASEMENT #7203020421 J', :.:.,· ··--'>. BEGIN--O.s,; CUT SLOPE /Kc~NO.ms500J60 ~ 1,50' WIDE DRAINAGE DITCH /"-,, ~--·. _ (LffT.~IDE ONLY) ,' ma~~~ lLI ~~~~=&~~~:~_r~}=~~~~;)I : /),_ &"~ y' ~ ... -1 I _I ~lr----1 ~-J---=-i i---. -, !EXISTING] I , __ GROUND ! i I~ ---.:a ~!c Iii!~ ,--=,r;-a-,-==..... =-.,--=---... PLAN-~ d~ 0 20 40 l -cCCC:;c=~fiflJ\ 'i,,__. KCPAACnNO. 2J2l049001 -----at,:i,IF~ 100' \IC rA 4+60.00 --+----i EL-22.84' ----IK=_54.16 . !Ji i --r --1----~~· 0 ~1~ ~~ I -I I -----~,40 i -:: i 25 I ~ -=-----=----=--= 20 ----15 i ~L__ ' h ! ~·~ (J):g: ~~ fj'~ ;j~ ~(',4 1 ----j; ~'~ ; ~ ;~~ ~(',4 m~ ~-~ ~ :2 ~~ ro;::: ro:;: fj~ ~;~ I -----------, 10 ~ :g ;"/:j Q ill :;;;; ~~ '"'-';;j 3+00 A-LINE PROFILE HORIZ: 1 "=20' VERT: 1"=5' '"'Ol!T~AV>MIJl'NE 8UITT1- 8£li£WEWASl<INGT(JN"""°' T~~58~F<~<Sll6J03 4+00 5+00 LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW 5+50 CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET CS AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. © gg:~~ ~RNR~fr 1 i~R T~si~f GSETO. PLAN C-7, DESIGN F. 0 INSTALl. BEAM GUARDRAIL TYPE .31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-1B. @ NOT USED I'::\ INSTAU. REMOVABLE BOLLARD \:..Y PER DETAIL 1, SHEET D1. Q INSTALL FIXED BOLLARD PER \:;/ DETAIL 2, SHEET D1. C\ INSTALL BOLLARD STRIPING PER ~ DETAIL 5, SHEET 01. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET D1. C\ INSTALL FENCED CANOPY PER \.:V SHEET DJ. Q,. INSTALL 48" CATCH BASIN TYPE 2 ~ PER WSDOT STD. PLAN 8-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE. (::;\ INSTALL CORRUGATED POLYETHYLENE ~ STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. Q INSTALL TYPE 1 REST STOP. SEE ~ DETAIL 2, SHEET D2, Q INSTALL PVC STORM SEWER PIPE ~ 12 IN. 01.A.M., LENGTH AS NOTED ON PLANS. f;;;\ BLACK VINYL CHAIN LINK FENCE \V WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. (0 :r!}o G:~~E~oc;o:A~frAJ~~~ Q INSTALL CEMENT CONC. DRIVEWAY \;:.:J TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS 1 FOR TYPICAL CROSS SECTIONS. 2, SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: ~ DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY /IPR 1 7 'L0\5 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION 19 OF 47 PLAN AND PROFILE C1 ~IRE...,SIONS / -I/, BLACK RIVER --------+ __ P_LL----------- 1 I t ~ I I OVERHEAD ~c PAACU HO 1im:moo ~ WATERLINE mcrJ7~ctll.MYSfffll»(JS : KCPMlCFJ.11.1 ~ L _________________ _ffL-----j "' 0 f I ' I ' ;:;I_Q!:j!jL---------L KCPAR(;ElN0.7:129500.l60 : tu TIOCT~~~ l ~: J~-----:,,--"'-""~=""==<==~ =-:r-=-.-.::;:;...-:: w -~.,.ao --:=----= -----"+" w ~ ------·-:----en~------~ ~~~;'"-I i5\··<, .. ...... ,. <1- ::;k ;~"--___ 2,i":';i)";;',;;:.,~~ .-· t_'<.; ___ _ l·-1 - HELD CURRENT flELD LOCATED CENTERLINE OF EASTERLY BNSF RAILS. I ~lz ~i I I ~! ~~ j----OJ ~g~ I KCPARCEl."°.7229500040 D.W.RR/1111~.CO. ~~i LESSEE-um '~__2,_.c:::=:_ __ _ s -j -:-PAAOO..: 2:v~co9003 ~ U:Z ', O.W.RII -UPRR LL 00 l.£SSEE ~-i:,~ \, uuoc~ s~ 40 l(CPAAC[l.HJ T.'lli0(l320 ....,, 'wl)'-- 35 --------35 I 30 ;-- ;+:.:. ... El..•19.65' K .. 92.63 I I I I -~---~----c----+----- I , ~ -l~----:rN ---~m --~ ~ ~ :Ii __ :_____ ___ -----f-25 20-----8 ~ ' ----I I ;~ 15 ----'-------- 10 ---+-------. ";~ ~~ 5+50 <~ ?g ~~ '.::~ ~~ 6+00 ~; -------------0.86'1; I FINISHED I ~· ----T----~G..,E '_______ ci ~\ I ~§ 15·~ I • ~---L H-r--1 ;:~ ~:~ ;:; ~:~ ~;~ ;:~ ;,~ 7+00 A-LINE PROFILE HORIZ: 1"=20' VERT: 1·=5' 8+00 EXISTING GROUND m~ ~~ --1 ... ~ ?l ; ~ '° ~ 9+00 Q\_ 2-12" SD ' ;,~ ;:; I 1ool vc A I0+00.00 _El..~16...... --30 K•19.82 25 ___ [ 20 -----~1s i! ---------, 1 10 I ·--~ --ls (.() co : b ;:: ~ ~~r= 10+00 DE:SIGNEO -4,_QYORAK DRAWN M. Miu.ER LAKE TO SOUND TRAIL SEGMENT A 1----t-----------+---+--I CHEy.r~0 ~ Af1!;;_ 4'1!00TltA\fE .. UENE.SUrrE,aoo 80UEVUE.W.OSHl<GT00"8004 ,,,..,,,.,,00,,20.,se"""' GREEN RIVER TRAIL TO NACHES AVE SW CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE . 0 BEAM GUARDRAIL ANCHOR TYPE 10. © GUARDRAIL CONNECTION TO BRIDGE CONCRETE BARRIER, PER WSDOT STD. PlAN C-7, DESIGN F. 0 INSTALL BEAM GUARDRAIL TYPE J 1 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-18. @ NOT USED r.:\ !NSTAl...1.. REMOVABLE BOUARD \:..Y PER DETAIL 1, SHEET 01. (';;;\ INSTALL FIXED BOLLARD PER \!.:J DETAIL 2, SHEET D1. @ INSTALL BOUARD STRIPING PER DETAIL 5, SHEET 01. C:'\ INSTALL CONCRETE WARNING BAND \!Y PER DETAIL 4, SHEET 01. @ ~N:~\~NCED CANOPY PER c,.._ INSTALL 48" CATCH BASIN TYPE 2 \:Y PER WSOOT STD. PLAN B-10.20-01 WITH ROUND HEAVf-DUTY BEEHNE GRATE. @ INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH "5 NOTED ON PLANS. Q INSTALL TYPE 1 REST STOP. SEE \:.V DETAIL 2, SHEET 02. Q INSTALL PVC STORM SEWER PIPE v.:J 12 IN. DI.AM., LENGTH AS NOTED ON PLANS. ~ BLACK VINYL CHAIN LINK FENCE '::::.J WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @ :~1 :-0 ~~v:E~CF~:A~if AJi~~ @ ~i1 ~1 c~~~N6o~0 ~iD. D;~~64 AND 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1 . SEE SHEET CS 1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TR.AJL ALIGNMENT. LEGEND: ~ DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION 20 OF 47 PLAN AND PROFILE C2 KCPARCELN07m,oo;\:>0 ·- BLACK RIVER kCPN!CEI.NOl:zmocw() 01 RR Wl N.W. co --- ~!REVISIONS ~C P/IRCU NO IQ](]4900ll 0.W.RRANONNICU IE5ff-UPRR '\,- 50 ---~---,-----,-----,----i-------~ 45 ~-----t---------+-----j----t----~ . ·------ PVIST~ El=1r44 1(:1 .82 30 - 25 c----~f---- 20 ,f---,-~ ~ 1 :1~ -+- 15 -r-- '.Jt:i ~ ~ ~:~ :~·8 :~iR ~1~ "~ 't=~ ,J~ ''j~ 10+00 11+00 OESICNEO J. DVORAK_ f--+-----------+-----+--,DRA:: MILLER CHEOIED Y. HO h..f:K. I IN ;[ 12+1l0 ~ ---------::< ' \ ~ ,, ~~ -' @ID PLAN -(f) --SOAl£1NcEET -~ - i---i-,j p----oj 0 20 40 ~-....;;;,.,:_ -------------.-- BLACK RIV.ER -~~i:_,cc_--5-:;::;;_;,~::~--_----CIVIL CONSTRUCTION NOTES: --~~ NOTES 1-6 APPLY ONLY TO SHEET C5 AND t PAAf,£1 H0.-1l2'W>-O<!t ----::. -:_ 0 GUARDRAIL CONNECTION TO BRIDGE ' :!~""JT~~~~i~~ ,~"-J.,_'c. ........_~~ :,~ '·--Ii,\ INSTAU. REMOVABLE BOLLA_ RO ~-..,_,/_~~~.·, ___ ._~PER OETAIL 1, SHEET 01 1 <.>·-:··:-:::-:~\.;, @ ~~~tt-/'~~J06~RD PER ·--~~-:'"/ ',J\ INSTALL BOLLARD STRIPING PER It ~ DETAIL 5, SHEET D1. jt f,4' INSTALL CONCRffi WARNING BAND 7/ \'.;.I PER DET~L 4, SHEET 01. ,f J @ ~iJ~LL D~NCEO CANOPY PER 1i:~~·~;}_~t ',s\ INSTALL 48" CATCH BASIN TYPE 2 , -~-~. !.IJ ~ PER WSDOT STD. PLAN B-10.20-01 (2>--i! WITH ROUND HEAVY-DUTY BEEHIVE ~.:::_--"\J)} .11.J GRATE. w -,1 ~ ~ E Q INSTAU. CORRUGATED POLYETHYLENE \!..V STORM SEWER PtPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. (:";;\ INSTAU. TYPE 1 REST STOP. SEE \:::,I DETPJL 2. SHEET 02, ~ INSTALL PVC STORM SEWER PIPE ~ 12 IN. DIAM., LENGTH AS NOTED ON PLANS. /§ I I 1';~~£~001 I-1-!150 45 C°;\ BLACK VINYL CHAIN LINK FENCE ~ WITH TOP RAIL TYPE 6 PER WSOOT SlD PLAN FS-2. @ ~~T~D Gw~~E~c:o:ADL~AJ~~~ @ ~iT;~, c~~~~o~0 ~D. 0~~~64 A-LINE PROFILE HORIZ: 1 "=20' VERT: 1·=5' N':g ~:~ '1!100TI<•VE"UENE SUJTE1l!Oll •>tt>l/l.WA.SHIN1"0N9'111CM T4~<5oi:,00;4,5~6~l ti/ ~" ~'" '"N 13+00 8 0 ~ ~1~ ~~ 40 AND 104.2. SEE PROFILE ON SHEET 02_ GENERAL NOTES: c=i=~-=-=-=--!--- F1NISHE071---i----=I===l=~~ GRADE ----·-------1. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT I I I_ RI~ =1~ ,-,,ig ;i~ 14+00 LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW 25 LEGEND: (]ID DRAINAGE THRESHOLD DISCHARGE AREA ID NO. 20 ----TDA BOUNDARY ROADWAY PAVEMENT REPAIR. SEE APPLICABLE SECTIONS ON SHEET CS 1. ---+------j15 EEl2l1 c::;:J ~ CEMDH CONC. SIDEWALK PATTERNED CEMENT CONC. DRIVEWAY, DETAILS PROVIDED AT 90% SUBMITTAL ~1~ ~1: -DRIVEWAY RESTORATION, 4-IN COMMERCIAL HMA 15+00 OVER 4-IN CSTC 60% REVIEW SU BM ITT AL NOT FOR CONSTRUCTION PLAN AND PROFILE DRA\\1NC ~O 21 OF47 C3 ~IRE'ASIONS WALL 1 STA 15+30, 9.0'RT END@ ~ 40 ~l;,.---o j:!;ci i~ 351-------t----- 'I . I i 1 1 hi . i 35 PEIJESTRIAH BRDGE 5EE55fEEl's" I 25 <- I I I · 30 -i --2.~ ·11.50X -"'_,. ~-06~ II o.oo, -2.QID; : f-,. -----l \ -----~ ~---~MEXISll""ON;;;SITR .. NG,-;~=~ AC~~ --\ --~ 25 UNCliA.NGED \ ~~---~-----"-=-=22=.547 ~ 100-YEAA FLOODPLAIN / {1995 FIRM) 20 15 _,_ I l~-- 10 i I I I I -I I ;I~ ,', J 15~ __ ____L__ N,i(l ~ ~ OESIGNEO J. DVORAK DRAWN M. MILLER CHEO<EO Y. HO I ~~ 16+00 i ro[;; ro.; Ni°< \j \ i \ \ ;·~ PROFILE HORIZ: 1 "=20' VERT: 1"=5' \ \ \ ' \ \ I " I ~-----'j2Q 1-~115 I -I i I ., -1---7 SURFACE WAlE:R El.EV. ! 10 -',\--'ll--'1-/· TlOALLY !N'7UENCED : I i\ 1· I I-~~~: , 1 :i 5 N:~ \.,~~ ~i~ ~;: ~,r 17+00 17+76 ,,, 1oel~AV>MlJENE surre11m Efl.LEVUfWASl<ff.Clf(JN"8004 r<2,,,-,~2«1,,i,i,-,= LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. ("';;\ GUARDRAIL CONNECTION TO BRIDGE \.V CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. © INSTALL BEAM GUARDRAIL TYPE 31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-1B. @ NOT USED @ INSTALL REMOVABLE BOUARD PER DETAIL 1, SHEET 01. (;;;\ INSTALL FIXED BOLLARD PER 'J DETAIL 2, SHEET D1. @ INSTALL BOLLARD STRIPING PER DETAIL 5, SHEET D1. C;\ INSTALL CONCRETE WARNING BAND \'..:J PER DETAIL 4, SHEET 01. ~ INSTAl..L FENCED CANOPY PER ~ SHEET D3. ~ INSTALL 48" CATCH BASIN TYPE 2 \'..'.::.I PER WSDOT STD. PLAN 8-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE. @ INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. D!AM., LENGTH AS NOTED ON PLANS. ~ INSTALL TYPE 1 REST STOP. SEE \'..V DETAIL 2, SHEET D2. Q INSTAl..L PVC STORM SEWER PIPE ~ 12 lN. DIAM., LENGTH AS NOTED ON PLANS. C\ BLACK VINYL CHAIN LINK FENCE V:::/ WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @ ~r~D ~~Vl~E~~{\Ko:A~ff AJS~ @ ~s:ft, c~~~~o~0~~D. 0~tJ:'~64 AND 104.2. SEE PROFlLE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL. PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: Cill!D DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION ORAl'IINGNO 22 OF 47 PLAN AND PROFILE C4 ~- CURB FLOW LINE ELEVATION DATA POINT ELEVATION DESCRIPTION NORTHING EASTING 100 IAATCH EXIST. fl 101 MATCH EXIST. FL AT APPROACH SLAB 102 30.77 fl 103 30.60 fl 104 30.26 fl 105 29.62 fl 106 29.00 FL. AP 107 28.17 fl 106 27.33 fl 109 26.34 fl 110 25.92 F~ PC NOTE: ADDITIONAL GRADING FOR SIDEWALKS, DRIVEWAYS, RAMPS AND TRAFFIC ISLANDS TO BE PROVIDED WITH 90-PERCENT SUBMITTAL THE POINTS SHOWN HERE WERE PROVIDED TO DEMONSTRATE POSITIVE DRAINAGE. --;-:------------\··. :7£::i:~:::_-:~:~:t -------1-------------------- CIVIL CONSTRUCTION NOTES: 17\ INSTALL CEMENT CONC. SIDEWALK PER ~ WSDOT STD. PLAN F-30.10-01. t::\ INSTALL CEMENT CONC. TRAFFIC CURB \::.) AND GUITER PER WSDOT STD. PLAN F-10.12-03. (7;\ INSTALL CEMENT CONG. TRAFFIC CURB \:::,,; PER WSOOT STD. PLAN F-10.12-03. --------------------0 ~tJA~6o\R;~~~l~~~RF:~~15~i: 0 ~lJ~~E~N~~o~IR~;o~~URB ---- -·+-- F-40.16-02. f STA. --20 7. 5.9'LT _,_:-_:::-:_:~-----_ -----© RAISE/REPLACE MANHOLE OR CATCH -_ -BEGIN 5 ~~--~ _'::-::-:: ~-__ ---------BASIN TO FINISHED GRADE. ----~-------,,......._ ~CHANNELIZATION NOTES: ,,r----·-,,.~--- STA---204+57, --5.-B'L--l--- PLAN ~ -J;!,I ..____;.CALE IN FE6 \ - 0 20 40 ilf ~-~-2 -•·· .. :cc"' :-.:~--: STORM DRAINAGE SYSTEM DETAIL ffi 1~=10' 7_D\S STORM DRAINAGE NOTES: r:""1 INSTAlL CATCH BASIN TYPE 1 PER WSDOT ~ STD. PLAN B-5.20-01 WITH RECTANGULAR VANED GRATE PER WSDOT STD PLA.N B-30.30-01 . [I] ~01~-~2V!i1 1 w1~~R R~~A 0JG0~R SOLID MCTAL COVER PER WSDOT STD PLAN B-30.20-02. 0 CONNECTION TO DRAINAGE STRUCTURE. r:1 INSTALL CORRUGATED POLYCTHYLENE L...:J STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. [}] INSTALL CB TYPE 2 48" DIAM. PER WSDOT STD PLAN 8-10.20-01 WITH RECTANGULAR VANED GRATE PER WSDOT STD PLAN 8-30.30-01. r;"l UTILJTY CONFLICT. POTHOLE TO VERIFY L.::'..J UTILITY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION OF STORM DRAIN SYSTEM GENERAL NOTES: 1. SEE SHECT CS1 FOR TYPICAL CROSS SECTIONS. 2. DCTECTABLE WARNING SURFACES ARE NOT CAUED OUT WHERE ALREADY INCLUDED IN CURB RAMP DCTAILS. LEGEND: t~tsi*!il G::::;:J m ~ - ROADWAY PAVEMENT REPAIR. SEE APPLICABLE SECTIONS ON SHE CT CS 1 , CEMENT CONG. SIDEWALK DCTECTABLE WARNING SURFACE PAITTRNED CEMENT CONC. DRIVEWAY, DCTAILS PROVIDED AT 90% SUBMITTAL DRIVEWAY RESTORATION, 4-IN COMMERCIAL HMA OVER 4-IN CSTC 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION 6 DATE BY DESIC:NEO LAKE TO SOUND TRAIL --'":',::: __ -·-~a INTERSECTION PLAN CS ~-~ ,eorn"'"' ·1 1~30F47 l==t========---t---+----j<'">i'~f~'i~o"""--===J D GREEN RIVER TRAIL TO NACHES AVE sw _ _ i ! ~!REVISIONS \ _;.-;-;/'-::~~:~~119-'! --cR6f~~~-~i; 8-LJNE STA 102+65.48= WETLANDS \~ ::.-c~SEE_ O~, ,".,.,~ . ~~~~~5;~~~7+76 / ·,c. ,,~ ;.--£: 12!!0789.61 _ If~-,s.1t ~ ?5 t~~if__: w~3 21 -· .,\ ,.,.- WETLAND BUITTR \, ,.,.- l((:PARC£1.~1J2JCU9020 ~ ----\~ ~~~~,~* '"=~: r.;~.,;:: .c~!. c~~. ~~" fK ·· .. >~!jtr.;2-:i. \_ "'~~+,9/:r?~:>~ -----~ ...... --l2!-sf1'11l]+87, 10~~<:'? :' --~-Jl!:£/i~-,----;:........_,--,__.,-,---' ''\._ ,'~~:,,x , ~ ----". ': __ -, __ -----"-'"'''~:-STA0 102t34,:21),8'.R:. --~ --------0-\ :>{'.<~~~~~~0·~ ·I ~=•:';~~ \·•·cs~~ 50 .---~---~---, 45t--+---- 40 \---- 3T 30~ 25 1-- 20 l-----+------- 99+85 100+00 --, OESICNEO J. DVORAK ~·~ ~-MILLER CHEO:[D Y. HO i lei EXISTTNGJ·,- GROUND ~1: ~ti_ll-~ .1- ~ ~ r-- G N N --- 101+00 ---- SCAlE IN FEET N Ja.......aj p----oj 0 20 40 ., m ~ SEEOET ,---------50 --+---~-----;: 45 too· vc _ I PV1 W: .. !~~~·22 I 1 1<•58.45 140 ~ 35 ~ 1:.~~ -----:-:--1 ~=ED ~1; : -- _MQ!_._ L.07_!_ -~~ i 30 ~ @ ! ~~ -__ _______J________ ~'; 102+00 B-LINE PROFILE HORIZ: 1 N=20' VERT: 1N=5' ----1-----1 25 20 ~:i ~!~ ml~ mi~ r--~ m~ ml m~ m~ m~ ~_.N GJ·N "I" N,N N( I ______ L_ , 103+00 eNBINeefllNO.PLANNNG EIMRrn.ENTALSCIE>ICU 104+00 LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. © gg:~~L ~RNR~f~ 1i~R T~si:c:TD. PLAN C-7, DESIGN F. © INSTALL BEAM GUARDRAIL TYPE .31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-18. @ NOT USED I'::'\ INSTALL REMOVABLE BOUARD i...:..:J PER DETAIL 1, SHEET 01. Q INSTALL FIXED BOLLARD PER ~ DET~L 2, SHEET D1. ~ INSTALL BOUARD STRIPING PER ~ DETAIL 5, SHEET D1. @ INSTALL CONCRffi WARNING BAND PER DETAIL 4, SHEET D1. @ ~:~ D~NCED CANOPY PER r:;;.,. INSTALL 48~ CATCH BASIN TYPE 2 \:V PER WSDOT STD. PLAN 8-10.20-01 WITH ROUND HEAVY-DU1Y BEEHIVE GRATE. (;':;\ INSTALL CORRUGATED POLYETHYLENE V STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. ~ INSTALL TYPE 1 REST STOP. SEE ~ DETAIL 2, SHEET 02. C\ INSTALL PVC STORM SEWER PIPE \},;/ 12 IN. DIAM., LENGTH kS NOTED ON PLANS. I":::\ BLACK VINYL CHAIN LINK FENCE \:::J WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN fS-2. @) :r~ ~~~~E~CF~:A~frAJti~ r:;::;,..,_ INSTALL CEMENT CONC. DRIVEWAY ~ TYPE C 1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING ANO DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: ~ DRAINAGE THRESHOlD DISCHARGE AREA ID NO. ----TOA BOUNDARY {\\'\\ l 'i 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION PLAN AND PROFILE DllA'MNGNO 240F47 CG ~IRE\/ISWNS 35 30 I ---::-- -------------_-,-___________ _ WETLANDS I '---wETlAND --·~ JJ?,. li'J ----;~'-·?c::.~ c--'~~~i--~T ..J· cc_ ;"is:_...:-: ~ KCf'AACEI.N0.1.l2.I04!1020 .... I ---• I I ____ ,(I) CROSS SLOPE TRAN~~~~ fROM • -'-'~__1.,____,:.:,_, __ ..._-=r==<==J,u SECTION ATOS --Qiig) ~ ~ _1 +o0---~.--._-.-:2.._c.,:::_.:_-.:. _ 1:1 ._, --~l i:, I ----------~---»-1· ·--. ,..., -·,, ! -·-w Ii / ll3 C > ~TA. 1 06+ 75 _ ,,-WB11AND I- CS TO 124+85 "/ Bl{ffIR _ I.<{ I I I I~ -s=z.,. Y /; ____ _,__ c:,:~ ,~I· I KC p~!\t,~200119 ' :~. . ,_ .. ,---.• , I . ·. : 20· WIDE WING WALL / -·-----' : ~-~ ~- / ' ,,. -,r;- ------~..:~ ------!'4__ ~--~ d~ 0 20 40 I ·, I I I I I I I 1: I /' ! /' I I I --~150 -- ! 1 .. •VC )6+72.35 ).27' ~ I '1 11 ~ r ~ I ~ ' § , I ii ~ I I ~"t " --~ I I ls~ iii ~~ ~~ i.~ ~I __ J !1~ ' !,,)~ :I FINISHED i:.::i i;::I GRADE- ---__ 0.1 I 40 35 30 :~ I_ r T 1---~ ~-- ; ~ f ~: ~:: ~ ~ ~·~ :;'~ :8 R~ --~ i I : I --~--i--1 . I i ~ :g ~·t::j ~'"' (~1 --: -='~ :-~ ~! ~§ ilie j-j---~~ ~~ ~ ~ ~ ~.~ ;i~ ~:~ ~!~ 25 20 ~ :Ji 0~ 104+00 --__ I t '",~ 105+00 DESIGNED J. DVORAK DRJ,WN '~,N 106+DD B-LINE PROFILE HORIZ: 1"=20' VERT: 1"=5' ' N .. ,...,N ~:gj g:g _J 107+00 108+00 108+75 CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR lYPE 10 . r.;\ GUARDRAIL CONNECTION TO BRIDGE \V CONCRETE BARRIER, PER WSDOT STD. PlAN C-7, DESIGN F. © INSTALL BEAM GUARDRAIL lYPE .31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-18. @ NOT USED Q INSTAU. REMOVABLE BOUARD ~ PER DETAIL 1, SHEET 01. Q INSTALL FIXED BOLLARD PER 'J DETAIL 2, SHEET D1. ~ INSTALL BOUARD STRIPING PER '..:::.J DETAIL 5, SHEET D1. I'::\ INSTALl. CONCRETE WARNING BAND \'..:J PER DETAIL 4, SHEET D1. @ kN:~ D~NCED CANOPY PER r.;-.._ INSTALL 48~ CATCH BASIN lYPE 2 \::.:I PER WSDOT STD. PLAN 8-10.20-01 WITH ROUND HEAW-DUTY BEEHIVE GRATE. @ INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH "5 NOTED ON PLANS. /;;;\ INSTALL lYPE 1 REST STOP. SEE \'.V DETAIL 2, SHEET 02. Q INSTALL PVC STORM SEWER PIPE \'.,!I 12 IN. DIAM., LENGTH AS NOTED ON PLANS. ~ BLACK VINYL CHAIN LINK FENCE \;:.':;J WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @ :r~D GW~Vl~E~c;o:~frAI~~ @ ~W~, c~~~~o~0 ~iD. 0~~~64 MIO 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR TYP!CAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: (!2ID DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION DRAV.,NGNO 250F47 1--,-----------+---t--, M. MILLER CHECKED Y. HO '111tl8TH,VE>IIJE~E.SUITT1'M 8ELLE\IU!WAS><O<Gl0N!lll004 T•2'fflGJOOf•2$4 .. 0>0> LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE C7 GREEN RIVER TRAIL TO NACHES AVE SW I ! ' l i KCPARCE1_t.n1.12.))ffl)2Q I -I .. :I ____ , _____________________ ,,.. ____ .------~-------·-··-----------~-----~~---:,_:-;,;,,---~--~! u _____ ......--='______ I -AND UTILITY EASEMEITT\ ,.,, !ij1-----=~y"""------I --· ------------------~ ,I~ :cl--GQg) f ~ --------" ----------' --I ---=dw 1~~~ . . ~.~~~::-~. : -==~~;~;;_:~~~~~~~~:~~~~~, i: : · r I~ tm1Jf,D,'11)H ----, I KCPl/lCELHO.m9200119 L_ 1j I ~ d~ 0 20 40 I ~'v1 I ~: 50·-,' -·1·--·--- 1 ' I 45 ----.Jvc _ -~ j ,:_;._,,. I I I I 40--'·'.'1~"-l "' -------~----------· 1 ------- 1 , ; I .. ~ • I 1' I ~I · A' · 35 ------, _ : ;:!___ I e I ---- 1 -- I I : ~ ·-·-·i I . ·--·-~ ,i "' ~:i~ ' I I ~' ill . K•J5.l7 i 30 ' .. I " : I I ----,_,,,I , -, I i1 r , • , 25 i---i ------I __ + ~---, i~---r --i -,~~~ED : i -~1_ -t-i ! I -t------140 35 I i I I I ---------t I --~ -I ~ -I -I 30 20 ' I I I ' ~le' -~ I I ~i~ ~!: ~I~ ~~ ~:~ J:-I ... ~;;I -1~1ti~~1-+-----L' _II -,----I __ _c-0.5~·---25 ! (' n g :;: g :;:I~ :'ii~ ;; is © oo ·~ ' 109+00 --I I i n,n ,,o rn o w.~ ml£ I ,n N el ~igj ;;.ii ~ ~ ~ ~ ~i~ :;1 ~ n!~ Nm --20 108+75 "E_ I RE"1SIONS Df:51GNEO J. DVORAK DRAWN M. Miu.ER CHECKED Y. HO 110+00 111+00 8-LINE PROFILE HORIZ: 1·=@' VERT: 1•:5' 411106THAVE"1J£N0,SU1Tf1800 8ELLE\11JE:W.'.S><JjGTOl<OOOO. '"''"""""'" .. ""'- 112+00 -JN ~I~ ~ ~ ~1~ ~i~ ~:~ -~--~-:--__ _ii ___ _JN 113+00 LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW 113+50 CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. © gg:~~ ~fRNR~f f 1i~R T~s~~~GJrn. PLAN C-7, DESIGN F. ~ INSTALL BEAM GUARDRAIL TYPE 31 - \V 6 FT. LONG POST PER WSDOT STD PLAN C-20.10-02 AND C-18. @ NOT USED @ INSTALL REMOVABLE BOLLARD PER DETAIL 1, SHEET D1. (';";;\ INSTALL FIXED BOU.MD PER ~ DETAIL 2, SHEET 01. ~ INSTALL BOLLARD STRIPING PER ~ DETAIL 5, SHEET 01. r.'":'\ INSTALL CONCRETE WARNING BAND \.!...::) PER DETAIL 4, SHEET 01. c;;.,. INSTALL FENCED CANOPY PER ~ SHEET 03. 0.. INSTALL 48" CATCH BASIN lYPE 2 '-./ PER WSOOT sm. PLAN 8-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE. Q INSTALL CORRUGATED POLYETHYLENE \:.!..I STORM SEWER PIPE 12 IN. DIAM., LENGTH /JS NOTED ON PLANS. ~ INSTALL TYPE 1 REST STOP. SEE \:.V DETAIL 2, SHEET D2. @ INSTALL PVC STORM SEWER PJPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. t:::\ BtACK VINYL CHAIN LINK FENCE ~ WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN fS-2. 0 ~r~o i~~~E~c;o:~l~A[~~ C\ INSTALL CEMENT CONG. DRIVE1NAY ~ TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHECT D2. GENERAL NOTES: 1. SEE SHEET CS 1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND OE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALJGNMENT. LEGEND: (!QID DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION 260F47 PLAN AND PROFILE CB ;;• t fo ! ' ! i ~ i ~ " 1 8 f " j i I ~ \ ---------__:,:.....:;.::.::.=-=---=--~--------------=---_c~"""~"='""_---= ___ --:=-_-~_-',:~,~---_:_::--------ccc=--=-c--=..--c::.::_::;,;_:_.:._:_:-~__.:_:_-'. -_!_/JC I __fjL ---=-----------/ __ ____.-INGRESS, EGRESS ~ -', 1 , --,. U °'' /'._-------------' ~NGRESS, EGRESS . . -/ r----, AND UTILITY EASEMENT KCPMl(E.'().mm:,,1i I /, 01'/0FAO/ll»I \/ 40 I r I I 35 ! 30 25 r ff 201--_, 1sf __ ~i~ ,....1o -_ l'.J·~ ._,_ r--. oleo I ('.J ~ ~I~ ~I~ ._,_ 0) 113+50 .. ---"i;\ ;] ;;: 114+00 - ~IR£V1SIONS DESIGNED LQ\I_ORA!_ DR ... ~ I r FlNISHED GRADE j -0.58,C ' ----1 l'(EXISTlNGI I _G_BO_UND I : ' I -,-I ___ I ____ !~ I ii- No -i:--' II ;1 ~ ~I~ ~ n ro !I -~ C__ ___ ~ :'.1 ~ ~,~ c, + ~~ 115+00 116+00 ~ d~ 0 20 40 I ~:~ ~:~ !N ,N B-LINE PROFILE HORIZ: 1 ~=20' VERT: 1~=5' ~~ -r ---------~ I I I I ~ -' I;;; -;-_! ~~ :~~ ,._ ~ f:j~ 117+00 ~~ ''\~ I r;'r ~~ ;:~ 40 -------035 ----~.30 ----+-------,! 25 ....212! i i r----T- -i-~-- 20 15 ntri ._,_.l;;i f:j~ f:j~ 118+00 ' :;! f:j~ __ _j 118+50 CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET CS AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 1 O. ("';;\ GUARDRAIL CONNECT!ON TO BRIDGE \:,_; CONCRETE BARRIER, PER WSDOT STD. PlAN C-7, DESIGN F. In\ INSTALL BEAM GUARDRAIL TYPE 31 - \V 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-18. @ NOT USED /7.\ INSTALL REMOVABLE BOUARD \!.Y PER DETAIL 1, SHEET D1. r.;:;,..,, INSTALL FIXED BOLLARD PER 'J DETAIL 2, SHEET 01. t:::'\ INSTALL BOLLARD STRIPING PER \'..V DETAIL 5, SHEET D1. C;\ INSTALL CONCRETE WARNING BAND \'..V PER DETAIL 4, SHEET D1. @ ~::::·\~NCED CANOPY PER /;';;'\ INSTAU. 4a• CATCH BASIN TYPE 2 'J PER WSDOT STD. PLAN 8-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE. ® INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. r.:'\ INSTALL TYPE 1 REST STOP. SEE \'..:'I DETAIL 2, SHEET 02. Q INSTALL PVC STORM SEWER PIPE ~ 12 IN. DIAM., LENGTH AS NOTED ON PLANS. f;;;::\ BLACK VINYL CHAIN LINK FENCE V:':;/ WITH TOP RAIL lYPE 6 PER WSDOT STD PLAN rs-2. @) :r~D ~V~E~ic:o:ADL~Alt~~ r::;':;\ INSTAl.l.. CEf..1ENT CONC. DRIVEWAY \:-.:;I lYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFlLE ON SHEET 02. GENERAL NOTES: 1 . SEE SHEET CS 1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: (!iID DRAINAGE THRESHOLD DISCHARGE AREA 10 NO. ----TOA BOUNDARY APR 1 7 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION ORA\ltNCHO. 270F47 M. Mill.ER CHEO<ED Y. HO LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE C9 GREEN RIVER TRAIL TO NACHES AVE SW i I '"""'~ """"" I \ __ f1"'===_::::_~~~~~=--,~~~~~=--~----~-~--=--~~=-,~;~!~~~!~~~:~.~' ~--==-=--=--==-~=~-=---==--:_~--------cc----1YL-=--: tC:--: _, •.. _. I ==~~--~c~~~:~,-~::-~::·r~~i~~-~0:'!~~~~J .~::=::~:~:~,~~~~=~~~~-~~=~-::----~~( ti-----------------------\-----L:iE~L~G~iMENT ----~~-e~~:i i o\ ~ I cP ,' 1:el'NlCEI.J«).Jm200,,1 I ~CPN!Cfl.~.~m110011a I t11Yrs1101m1 I I OIYCf"8!0N \ I ' I \ ~ ~ dCAI..EINFEb N 0 20 40 35 --------T------,----1 I -I • ~ r----------------r--1 35 3o~ • I I : 1---r---------~L-t ~:-~r LJ I I ·I• I · """"rol ! I i I ~-~I I cm-I > -=::-i ··· : -1~:1 -+ --~r-=--=-~~+ 1·· + ,. 20 . ! i I I ~6 . ~~ i • I ~ ~ 10--------;--! . ----,-I ' ---1-1 I . ~_I____ -1- .... ~ L{l ~ c:'Q u, ~ -crl:= ~ ~r,~ "-:!;:t cq ~ ~ ;J; o ~ -;~ q;~ c, ~ er, g "! ~ q ~ ~I~ ".~ N N N N "-,r-i NI") '"!l"'.i f"} C'J I"} N:n N f"") f') I') f') I'} f') I'} ") I") NI") NII"} N r-i ,-ii.; nl..j. r0'..j. N N NiN "'1N N N '"IN N '" N NIN N N N N "'N N N N:{',l N N N N N N _ N N '" N _ ~j~ 15--------~--- 118+50 119+00 DfSJGNEO J. DVORAK ~IREVl5j0NS DRAWN 120+00 121+00 B-LINE PROFILE HORIZ: 1 ~=20' VERT: 1"=5' 122+00 123+00 15 10 ~l~---~1~ 123+50 CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR Tl'PE 10. r;'\ GUARDRAIL CONNECTION TO BRIDGE \V CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. 0 INSTALL BEAM GUARDRAIL Tl'PE 31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-18. @ NOT USED @ ~E~~rr:tAf1H~J 0o~0 Q INSTALL FIXED BOLL.ARO PER ~ DETAIL 2, SHEET 01. r;:;,... INSTALL BOLLARD STRIPING PER ~ DETAIL 5, SHEET D1. I::\ INSTAI..L CONCRETE WARNING BAND \21 PER DETAIL 4, SHEET 01. @ r:~ D~NCED CANOPY PER @ ~E~~D~Tft ~c~LA~~-~t2Eo~o1 WITH ROUND HEAW-DU1Y BEEHIVE GRATE. @ INSTAI..L CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. Q INSTAI..L TYPE 1 REST STOP. SEE \:.;:I DETAJL 2. SHEET D2. Q INSTAU. PVC STORM SEWER PIPE \:.:; 12 IN. DIAM., LENGTH AS NOTED ON PLANS. ~ BLACK VINYL CHAIN LINK FENCE ~ W~ TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @) :r~D GW~Vl~E~c:o:"6-5"AITh~ @ ~~~1 c~~~~o~ 0 ~iD. 0~~~64 AND 104.2. SEE PROFlLE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS 1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: ~ DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION DRA\ltti',GNO 280F47 M. MIU£R 1--+-----------f---+---lOiEf.Etlo 411100TH~VE"'-'ENC WITI:1000 BELlB'UEWASl<l"KITOOr«<M T<:»,Sll"3XIF42'S.,,."'6.:l LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE C10 GREEN RIVER TRAIL TO NACHES AVE SW ~IRE\/ISIOtlS KCPARCEJ.i.,1J2J0.l9020 I ;..f.r-,, , ·: ,i WETLAND3 ~-I / Q\ I I I ~c PN!CEl.i., Jm200117 emu"'" \ 40r----;- 35 30 ,.~ 25 '. 20 :-----1---- 15 t----J~--,---- c-1':8 ri',o ~ ~ N,<N 123+50 124+00 ~ IL WETLAN04 ~1a; ~::q "JI~ N?~ ----------- DESIGtlEO J. DVORAK DRAWN -1~ ~~ 125+00 ~:~ ' ~o ~., ,...,~ PLAN ~ .._JfALE IN FEET p----j ·w 0 20 40 FINISHED GRAil( ~ 111 __ JiJ l<CP~:~~12 150' vc 'A 121+97. I a. .. 24.sa· I I I I I I 40 ~r-r 1--... ~ ~=:: :i:l _, .ic~-----+--3' ___ 1 _____ -----~" -~LB-~-:-----~ -~25 ~:; : -----20 i ---n~-i-l-_ _ -~-~-- i~ ~:~ ~~ ~1~ ii~ ;! ;2 :! :! ~~ N~ ~~· ---'----;-~--L ---IN r NN NN Nii iiJii 1;11 127+00 128+{10 128+50 B-LINE PROFILE HORIZ: 1~c20' VERT: 1"=5' CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET CS AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. (";\ GUARDRAIL CONNECTION TO BRIDGE \.V CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. 0 ~5iJr~o~~POGS~Ai~r~s~6TE irb. - PLAN C-20.10-02 AND C-18. ® NOT USED (';;;\ INSTAU. REMOVABLE BOLLARD \!.!I PER DETAIL 1, SHEET D1. Q INSTALL FIXED BOLLARD PER ~ DETAJL 2, SHEET D1. t:"':;\ INSTALL BOUARD STRIPING PER ~ DETAJL 5, SHEET D1. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET 01. @) ~iJ:¥-0~NCED CANOPY PER /;;;\ INSTALL 48" CATCH BASIN TYPE 2 ~ PER WSDOT STD. PLAN 8-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE. (::;\ INSTALL CORRUGATED POLYETHYLENE V STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PL.ANS. r;;;,.., INSTALL TYPE 1 REST STOP. SEE V.::J DETAIL 2. SHEET D2. @ \~~:f D~;, sz~NR;Hs:E~6r~DE ON PL.ANS . ~ BLACK VINYL CHAIN LJNK FENCE \V WITH TOP RAJL TYPE 6 PER WSOOT STD PLAN FS-2. (0 ~r~D ~~V~E~c:o:A~frAJ~~ r:;;;..,, INSTALL CE~ENT CONC. DRIVEWAY V:.:J TYPE C1 PER COR STD. PLAN 104 AND 1 04.2. SEE PROFlLE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAf... PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: @I) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY APR 1 7 Zl)IJ 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 290F47 M. MILLER CHEO,.EO V. HO 4'1Hlll1'1~V>MJE~,.sun,um SElUVUEl'/1'.SHfo/GT()N"""°" '''°"'""20DF<'5.<MO)e) LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE C11 GREEN RIVER TRAIL TO NACHES AVE SW r_,,.-_µ._L __ -=-c-_·----=-=-----~--.:---KC~:~200117 --------=--------~--------------, I "~-32 INGRESS, EGRESS J;,.. -;---------'='"-___ / ,cP,IRC8.:rlmJ 4 902C CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. I • LAND UTILITY EASEMENT -32 . • ·---r---c----iLE~==~~~:~~z:~:~=~7=:~ ~.---~:~:-:~=~~=:::==:::=c:;~::':----: ___ ,1_a_ ____ CiID:: ----~--c--/ z~ 129+00 _ _.flL ____________ _j3a+.DlL_______ 131+00 B-LINE 132+00 --~-~:"\~-,..-----(, 0 BEAM GUARDRAIL ANCHOR lYPE 10. ('";;\ GUARDRAIL CONNECTION TO BRIDGE \V CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. 0 ~N~~O~~POGS~A~ir~sii6l s~b. - 1=-------------t-="""--=---==-----=-=----+ ------+ --_---==-£"-.=i-==-----------=-4-=_-:;------+-------=-4-: ---1-------I~-~-~ --- tr====~==~~:==~=~~=:=:=~·~=~r--·_-~·-~·-;:-~~=--~,~--:·-')~::: ~r;::;-;:~~~~,~~:l 0 ' -----------------1 1~-~, i I----------,._ . -··.. 4' ' _.··:,/'.'::~--1_.::; f ;>;f;::\J ~--1~ I' ··-~ ,,_,, /:.· . ).:::./ -q KCPAACEI.NO 1~:l00!012 CIT'l'OFREHIDN •/ ,' ',' ' / '"°"'~ ~ .. ;' ! / I' WETLAND 1/ 2 ~ / , PLAN ~ COMPLEX ~. SCALE IN FEET N oj.............. 20 9o - I I 140·vc +----. -:1 · 100 I PV1 STA 1 +47 . .J.:i I ~ STA 1JV ... 2 . .x, ~· VC -1~·0 . I~ :] ,_-__ .------------T~-___ 1--~i -r~-- EL-iit~• I I I I EL•25~3' I I I PVI STA ,o,+H . .» 150' VC ~ K·3'r ~ K•26... , EWD.00' i , .o P- 1 -~ .. ~r;~ T~ ; 1j __ i ; 1 I K-,B..9, JI _ ': "° K•.36.07 ~ , ~ I ! I J;;r--,0 I ' ~ ~ ' "~ • I I b ~ v,I~ ~ I , 3S J ~ I ~,, I ~ J---I ' 35 5 I i 1 ;; ~'a 1 ~"'"" !1 3 1 30 ~ " GRADE I --... ~"~ _I 30 I JI I ~ L ci ~ Y ---~,,._ ----\ [T ~I 1 -1 · · 1~ j L"'''"" 1 25F----1~,.11, I ! 1' II II I I_,.... I '_ '1 ~~ GROUND I I I I ! ~ ~ ----+----25 i I I 2° 20 ~-:~ ~~ ~ ~ ~,: ~1: ;;1~ ~i~ ----'---~--~--I 128+50 129+00 ~!REVISIONS DESIGNED J. OVOR_M DRl,l'IN I ~·g; ~~ 130+oo ~~ ~~ ...-,:N ~1~ :;1~ N,N ~-~ ~~ 131+00 B-LINE PROFILE HORIZ: 1·=20· VERT: 1•,,.5• I 0 'm ~jv 0 IN !I,!, ~1!/ ~Im ~ ~ ~ ~ ~II~ ~I~ ~ re ~. !~ I I I ,,.-,,;; ~gj ~:~ ~I~ ~I~ ~~ ~~ ~j~ 132+00 133+o0 133+50 PLAN C-20.10-02 AND C-1 B. @ NOT USED I"::\ INSTALL REMOVABLE BOLLARD ~ PER DETAIL 1, SHEET 01. /;:;\ INSTAU. FJXED BOLLARD PER ~ DETAIL 2, SHEET D1. ~ INSTAU. BOUARD STRIPING PER ~ DETAIL 5, SHEET D1. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET 01. C\ INSTAU. FENCED CANOPY PER ~ SHEET D3. ~ INSTALL 48M CATCH BASIN lYPE 2 v.::.J PER WSDOT STD. PLAN 8-10.20-01 WITH ROUND HEAVY-DUlY BEEHIVE GRATE. @ INSTAU. CORRUGA1ID POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. r.':;\ INSTALL lYPE 1 REST STOP. SEE \'..V DETAIL 2, SHEET D2. @ ~~~~ D:VJ. s~~NRG~Hs:E~cir~oE ON PLANS. ~ BLACK VINYL CHAIN LINK FENCE \:::J WllH TOP RAIL lYPE 6 PER WSDOT STD PLAN FS-2. @ :r~ i~v~E~c:atAoiAi~~ ~ INSTALL CEMENT CONC. DRIVEWAY ~ lYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR lYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TAAlL ALIGNMENT. LEGEND: ~ DRAINAGE THRESHOLD DISCHARGE AREA. JD NO. ----TOA BOUNDARY 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 30 OF 47 M. ~ILLER CHEO<ED Y. HO D8+PAT2T2CC C1 Am:.. LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE C12 GREEN RIVER TRAIL TO NACHES AVE SW \ ·-:;-: ----- I V>'------ 1,,,------------- --- ---- KC PAAC£LNO ~nnoom Cfff'Sl!EHION --- -----------------=-=~=--~~ ------- --- __ ieL1.:----- _ _.---- =~~ -cc_, ----"'}~;;;-_--·--·-· ---~ ~--~~----•.. -----------F"'.\ll- -~~~-~c1!7,~"-~--------0 --- ................................... ---- I _.--\_~ ---__, --.................. .._.._....._ --.....-........_ _,,...,,,'" --,;_~~ ~ ?, _,,...-INGR£SS, EGRESS "'-.._.._ -~ '%.{q %~----AND UTILITY EASEMENT -.. .................. , ) """} ?/{_t/ t1I KCP~:~t'l ----...... ,.I~ !JI --,, ' /N m, ,~,,;;; ----"' ~:,: t11• ,, -"'"!r s\ + f::. ;'~ o' ~\ --~ -.r- WETLAND 1 /2 COMPLEX -------------- ~/ip\ d~ 0 W ~ -____ ....::::....,..-------------------:-(:_' ', -·e ---y--,C -w1frL.ANOt12 7 COMPLEX ' ' I ' ' -----r-------, 50 -~-r-I ~-------j45 -J I -I I• '~ I -+' I -I ;, ! I ·130 -----j35 -~ I i I , - ,. I -'-' -l i Il l I -I I ,, . I I I '--~ -0 '"' ----1 . ------r r.:_ I [ I H ! ____ ;_ _____ IL:~... ' -·--I i . _'!~ - __ L_ ____ _1=t=t _____ -J ,_ I I !I ~r--J J. ~·~ ('~ ----I I " . I • ' "' ,. ---l 0 i---~~ :;;:;; NN I _L __ _ I -1-!j ~,r:: oo!.; "N . I I I __ !I} m:[q :x::l,o Nie-,; 25 I I ; _I~ ~ ~ ;1; 1'i~ ~IN I -. I --,e mo, ''N I -~IN "'o, NN ----1-·~ ~~ ~~ ·r 20 I 0, ~,;;; g:lo, '",N I ' ~~ ;; g:ig: ~ 133+50 134+00 DESIGNED J. DVORAK ~IREVISIONS DRA\IN 135+00 136+00 B-LINE PROFILE HORIZ: 1 ·=20' VERT; 1 •:5' 137+00 I ~ I ~1~ 1 -ii;~ l I ~ ~ 138+00 138+50 CML CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 ANO HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. ~ GUARDRAIL CONNECTION TO BRIDGE I \V CONCRITT BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. ,' © t~~o~~Po~~~~tst6l ~-- / PLAN C-20.10-02 AND C-1B. @ NOT USED , '11\ INSTALL REMOVABLE BOllARD \'...!I PER DETAIL 1, SHEET 01. Q INSTALl. FIXED BOLLARD PER ~ DETAIL 2, SHEET D1. ~ INSTALL BOLLARD STRIPING PER ~ DETAIL 5, SHEET 01. /;';\ INSTALL CONCRITT WARNING BAND ~ PER DETAIL 4, SHEET 01. @) t:~ D~NCED CANOPY PER @ ~N:~o4g ~c~~~-Ttio~o, WITH ROUND HEAW-DUlY BEEHIVE GRATE. C\ INSTALL CORRUGATED POLYETHYLENE \!..:,.I STORM SEWER PIPE 12 IN. DIAM., LENGTH /JS NOTED ON PLANS. (';;;\ INSTALL TYPE 1 REST STOP. SEE \J DETAIL 2, SHEET D2. C\ INSTALL PVC STORM SEWER PIPE ~ 12 IN. DIAM., LENGTH AS NOTED ON PLANS. ~ BLACK VlN'r"l CHAIN LINK FENCE ~ WITH TOP RAIL lYPE 6 PER WSDOT STD PLAN FS-2. @) :r~ ~~~E~c:o:A~~Ali~~ @ ~~~, c~~~~o~0 ~~0. 0~~~64 AND 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1 . SEE SHEET CS 1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL. PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: ~ DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TDA BOUNDARY 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION D~A'MNG NO. 31 OF 47 M. MILLER D-IECKEO Y. HO ~t11[18TlUYENVENE SUl!l:1000 8ELLE\IUE ... /ISH"'°'TCIN(IOOO< T42'<S80>00F<,O<f"'"36:l LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE C13 GREEN RIVER TRAIL TO NACHES AVE SW ' \ \ \ ", WETLAND2A CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. \ '\ , / ~'.::Jt'JiiuiG~iMENT ~· END PROJECT \ + , •V •.. •• \ -12 · EP STA 143+17.37 \ \ /, '.~ .. , ·~~-.... ~---·-,------------------G @SIA 142+8'-00 o, / . . • 0 BEAM GUARDRAIL ANCHOR 1YPE 10. © g~:ci~L :RNR~:~~l~~R T~si~~Giw. i( I ~ /', = "'-\, ·>~ __ ;:, ____ ..; _ _.e-__ :....,!::_i:.~:_,_-=~D~1-';-_J_< ____ ; '-: ~, :1 .;:; };:'-,. >a"(", 0 0 ,"°1--;;"'2.,.,,1 ~"~' 1~20 ~,-\ {1\ y \. ---" < ' \ I -------' ' -;-\! 'li\ '"o > ~.,' -....,;,,;:;, \ f,/)\ ( / _.....,_------, ' / -/ "' -:\....." ,.,,,¥ ~ ' " 1 \ r 0 '-, --~;,.,.. ---".--,~t--:,:---'-..-'-"-....,:--::c...'.:_:i'.--::..,.L }E-~ Y t co "' < \ ' 19 " , ~IRE\/ISIOr.S i\-r; " ------}._,;ry~ T :~-, \._'-I ~,-~ /' ,2~,,_ ;~/~<·~/ /__, '-/'--'-,, > ~-~-_c_.,."'-.,"~j ' \,,~chi~;-~;~-~------~--------\-~~-~-----6.'7' -----+,'> __,, \\ -/-;,,-.... NGRESS, EGRESS "--=~-, --~ "--/ (---./ '-l, ' AND UTILITY EASEMENT , 1 t,'/., /. ' '~} ' \ ~ ' KC~r«l.B2JCM9012 ' 1 ~;\ I .. !S'Clf'(OfRENfON I I . ' ' ,,,,,-'-\ \ / \ WETLAND1/2 ,:'c l\.._.... ', COMPLEX KC PJR(:[l NO. ll2.504II088 i\r / JY \ OT'i~RDmll ? ,,,., ', : 40 35 I I.•· \ I ,,/// ~ ~ ~2 ~~ 25 r=--,...,,, L 201---··-f ~C PAACn NO. lJl.xttW.O Clll''S'1£NTON ... =-"·"""i -~ I 10 n ~ ~I~ ru;:!; ~ .. NN qj~ vi.; ~~ ;;t 138+50 139+00 OESICr.ED J. DVORA_K OR"'-1\N \ I \ ' ' : .. -. ~ - ---- ~ :g ~~ 140+00 ~~ ~~ I I I l ~~ ;':~ ~. ~ w----i--lSCALE~ 0 20 4-0 ~ i :11 l ___ I .. ~ I N;s ~ ;':~ ~~ ~~ 141+00 ;,~ -0,62h ! -= ! j I 'i' '."'~ 0:; B-LINE PROFILE HORIZ: 1 "=20' VERT: 1"=5' $ Ii ·10. -o ~~ ~ u ?-! l ~:~ ,- ! 142+00 ~; ~f::: ;':~ KCPAACll.NC m.l()4gffl9 ""~- r~ :8 :::~ WETLAND1 /2 COMPLEX 40 ;_~]: ~t25 I 20 ·15 -·-• 10 ~:2 ;':~ 143+00 143+17 PLAN C-7, DESIGN F. © ~N~~o~~POGS~A~i~1sii6rE irb. - PLAN C-20.10-02 AND C-18. @ NOT USED r."'.:\ INSTALL REMOVABLE BOLLARD \.'...!I PER DETAIL 1, SHEET D1. C':;\ INSTALL FIXED BOLLARD PER 'J DETAIL 2, SHEET 01. ~ INSTALL BOLLARD STRIPING PER \:,::.; DETAIL 5, SHEET 01. C":'\ INSTALL CONCRE.TE WARNING BAND ~ PER DETAIL 4. SHEET 01. @ ~:~\~NCED CANOPY PER r,";\ INSTALL 48n CATCH BASIN TYPE 2 'J PER WSDOT STD. PLAN 8-10.20-01 WITH ROUND HEAW-DUTY BEEHIVE GRATE . @ ~~~ 5~~~u~~o1 ~o1~~~E LENGTH AS NOTED ON PlANS. Q INSTALl. TYPE 1 REST STOP. SEE ~ DETAIL 2, SHEET 02. Q INSTALl. P\.IC STORM SEWER PIPE \!..:I 12 IN. DIAM., LENGTH AS NOTED ON PLANS. Q BLACK VINYL CHAIN LINK FENCE V:.":.J WITH TOP RAIL lYPE 6 PER WSDOT STD PLAN FS-2. @ :r~o ~~Vl~E~\~:AD~AI~~~ @ ~W:1t1 c~~~~o~0 ~D. 0 t~~Y04 AND 104.2. SEE PROFILE ON SHEET 02. GENERAL NOTES: 1. SEE SHEET CS 1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: ~ DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----IDA BOUNDARY 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 320F47 M. MIUER t--i-----------+---+--i CHEfE~O 41110IIT>l~YEHUENE rums,""' a,,u,vuE-""'""""""°' T'25<5$6200F<l0<5110J'l> LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE C14 GREEN RIVER TRAIL TO NACHES AVE SW l SIGN SCHEDULE SIGN NO. PROPOSED LOCATION DESCRIPTION MUTCDSIGN SIZE STA OFF 1 SEE SHEET TS1 CROSSWALJ< D3-1 -X g" 2 SEE SHEET TS1 CROSSWALK D3-1 -X g" 3 C 4+46 STOP HERE ON RED R10-6o 24"XJO'" 4 C 5+38 STOP HERE ON RED R10-6o 24")(30" 5 SEE SHEET TS1 CROSSWALK -STOP ON RED R1D-23 24"X30" 6 SEE SHEET TS 1 CROSSWALK -STOP ON RED R10-23 24"X30"' 7 SEE SHEET TS 1 BICYCLE/PEDESTRIAN SYMBOL W11-15 3D"XJO"' 8 SEE SHEET TS 1 BICYCLE/PEDESTRIAN SYMBOL W11-15 30"X30" 9 SEE SHEET TS 1 TR'JL CROSSING W11-15P 24•x,s• 10 SEE SHEET TS 1 TRAIL CROSSING W11-15P 24"X18"' 11 A 13+70 SIGNAL AHEAD WJ-3 1B"x1B• 12 C 5+00 BIKE ROUTE 011-1 24"X18"' 13 B 100+56 BIKE ROUTE 011-1 24"X18"' 14 C 2+51 BIKE ROUTE 011-1 24"X18" 15 C 5+00 ARROW M6-1 12"X9" 16 B 100+56 ARROW M6-t 12•x9• 17 C 2+51 ARROW M6-1 12·x9· 16 B 100+50 EXISTING TRAIL SIGN N/A N/A 19 B 142+97 EXISTING TRAIL SIGN N/A N/A 20 B 143+15 NO DUMPING N/A N/A 21 B 143+15 NO STOPPING OR STANDING N/A N/A NOTES: 1. MOUNT ON MAST ARM, PER CITY OF RENTON STANDARD PLAN G011. 2. MOUNT ON SIGNAL OR LIGKT STANDARD, PER WSDOT STD. PLAN G-30.10-01. 3. FLUORESCENT YELLOW-GREEN BACKGROUND. 4. ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 2, THIS SHEET, UNLESS SPECIFIED OTHERWISE IN THE REMARKS. 5. SEE PLAN AND PROFILE SHEETS FOR SIGN LOCATIONS. A•LINE AND B•LINE INTERSECTION GRADING PLAN ~IREYISIONS POINT 200 201 202 203 204 205 206 207 208 209 210 211 DESIGNED J. DVORAK OR/\\ffl M. MILLER CHECKED Y. HO ELEVATION 26.31 28.31 28.57 28.57 28.57 28.31 28.12 27.94 28.06 28.18 28.25 28.18 NORTHING EASTIN.G 176555.06 1290767.16 176542.07 1290767.53 176527.76 1290770.99 176529.16 1290776.83 176530.57 1290782.67 176540.86 1290783.02 176548.83 1290786.71 176554.94 1290793.02 176559.94 1290789.70 176564.95 1290786.39 176559.42 1290777.00 176551.88 1290780.55 10S4PAT2T2CC C1 1521 084 (A/2C POST SIZE/TYPE REMARKS • SEE NOTE 4 N/A SEE NOTE 1, BACK TO BACK WITH SIGN 2. N/A SEE NOTE 1, BACK TO BACK WITH SIGN 1. 4")(4" / WOOD 4")(4" / WOOD N/A SEE NOTE 1. N/A SEE NOTE 1. N/A SEE NOTES 2 & 3. N/A SEE NOTES 2 & 3. N/A SEE NOTES 2 & 3. N/A SEE NOTES 2 & 3. 4'1<4" / WOOD 4")(4" / WOOD 4'1<4" / WOOD N/A NOTE 2. 4'1<4" / WOOD 4'1<4" / WOOD N/A NOTE 2. 4")(4" / WOOD EXISTING SIGN, NEW POST. N/A PROTECT IN PLACE n+·; wooo EXISTING SIGN, NEW POST. N/A REMOVE AND DISPOSE -----r--~--r --~~= ~ A-LINE AND B•LINE INTERSECTION GRADING PLAN DETAIL 1·=10· ENBlNHR<NB •LAWNIMB EMVIROMOIENTAL5CIE.'ICES ;1GN PER PLANS AND SPECS. ·h4 PRESSURE TREATED FIR POST. INSTALL W/ CRUSliEO ROCK COMPACTED BACKf'ILL PRO\/DE 4• COMMERCIAL CONCRUE C>f> WHEN INSTAll.ED IN ASPtw..T SURFACE. 3• TY?. POST-MOUNTED SIGNAGE NOT£, 1. USE 7' MOUNTING HEIGHT FOR TRAFFIC SIGNS. NOTE: 1. STAKE SIGN LOCATIONS FOR APPROVAL 2. SEE lHIS SHEET FOR SIGN SCHEDULE SIGNAGE DETAIL ffi NOT TO SCALE LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW /\PR 1 'I 7C 5 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION SIGN SCHEDULE AND GRADING DETAIL 33 OF 47 C15 f • ~ ,: ! ~. ~ I IBAJL '!.I 40 , I (FACING Wffl) , 40 • . ~-' ' i I 30' i I r rlSTING GR~U~D - /_.--30' f IE 22.94 S1REAM8ED MIX 20' -1 ~ ,J--'20· 10' ~IREVISIO!sS PRECAST REINF. CONC. SPUT BOX CULVERT STA 125+95 (FACING WESTI PROFILE HORIZ: 1 ~=10' VERT: 1 ~=5' DESIGNED c. au1mAGO ORI\~ M. MILLER CHECKED Y. HO ~--~ ""-~ 10' s'-4" TRAIL SURFACE CSTC (VARIES) SECTION NO SCALE .,,,oon,~vc...,t•c wm:,eoo HHlfVlJEW-"K;H;,N- T.:,s4''1UlC,)0FM4S86.1& CI::::. ;,. LAKE TO SOUND TRAIL SEGMENT A FENCE NOTE 1 2 )I" HMA CL 3/8" PG 64-22 CEMENT CONffi CURB, TYP ~ CSTC (VARIES) CULVERT COVER DETAIL NO SCALE ffi NOTE: ANCHOR CURB TO CULVERT LID OR CAST AS ONE UNIT ,:---PtAcE FENCE POSTS ON EITHER SIDE OF CULVERT. 00 NOT CONNECT TO CURB. ACE OF CURB 1/2' R CEMENT CONCRETE CURB DETAIL ffi NO SCALE TRAJL 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION DRA\\\NGNO 34 OF 47 CULVERT DETAILS SD1 GREEN RIVER TRAIL TO NACHES AVE Soll 1 f ~ 'di ~1~ ~" 40· I ~~ ~I~ . 40' ·1., ~~ I --:.::_--"-'1·==-=: . .--,1 / . 30, ~~~~~0~H~EgR ,· g;--~ STAl14+71.4 I 20' 30' ELEV=29.44 i I STA 14+88.T ELEV=27.94 I 6-IN MIN BELOW EXISTING GRADE (:0 1 R BLOCK EM:rEDMElfl) ~ i N -0), ---~---''1 ~1 WALL#1 RIGHT SIDE (A-LINE STA 14+71 TO STA 15+21) TRAIL PROFlLE AT EDGE OF SHOULDER g:' 20· 1 Fliv ·22Jo··-I~"''~ WALL#4 RIGHT SIDE (B-LINE STA 125+45 TO STA 126+75) [l(SlGIED ' ' "A-15+19.a El.EV=2:7.94 I g: /;;;,,_IRE\/1,0QtsS C. BUllRAGO DRAVIN M. MILLER "'""" Y. HO 20' 40' 30' 20' 20· " ;,, -----~-------~---~---~---~---~ 40' 40' -------~~ -----------;--· 40' ~~:i~~~4.0 -J ~ BLACK-\l'INYL FENCE, SEE SHEET SD1 ~-~-~~ STA 125+86.Q I 'I I < J ELEV=23. NI ;.: WALL#2 LEFT SIDE {B-LINE STA 102+04 TO STA 103+93) ELEV=31.48 f-$lj',-\~&H1J.o-'-+--4 20' lLEV=23 48 ~ I ~)._ __ J WALL#S LEFT SIDE (B-LINE STA 125+85T0STA 126+10) GRAVITY BLOCK WALL PROFILES HORIZ: 1 •,.;,20• VERT: 1"=5' '11100Tf<A'JENuENESUllS1am Blcll.EWE->IGTOH-r,:,;, .. .,.,,,,.,5.,,0!383 1111 CJ .58 ! ~~.~ I a...Nw 1 _______ ~~1 ------- ' ;a;;~.., /I ~~~otHOUlDER I 30' STA 162+01.7· ELEV=25.61 STA 102+93.4- ELEY=25.61 I l' _ _ __ ~I I \ 'L.wAHcH3~ s 20' 20· I -, 1 f=srA 102+32.7 \_STA 102+s1.1 ! I I I ELEV=25.61 ELEV=25.61 I I 6-lN MIN BELOW EXISTING GRADE I , _ ________LI (FOR BLOC~ EMBEDMENT) - :: :;;I ~ ~ N N' GRAVITY BLOCK WAU. USED AS PEDESTRIAN BARRIER GRAVITY BLOCK WALL USED TO RETAIN TRAIL Flll WALL #3A AND #3B RIGHT SIDE {B-LINE STA 102+0210 STA 102+94) 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW GRAVITY BLOCK WALL PROFILES 350F47 WP1 f . i ,. ,!. J 0 -~ NOTES: DIRECTION OF TR,wa AFF1XREDREflECTh'E,3"Dl,I,. BUTTONS FACING TRAIL TRAFFIC. SCREW TO STEEL. TUBE. SEE SPECIAL. PROVISIONS 1/2" RED R£FLECTM: T.IPE. S£ESPECW..PROVISl0NS 3/16" STm Pl.ATE. CUT TO CONFORM TO nJBE. WELD AND GRIND SMOOTH. 1" DIA HOLE OPPOSITE SIDES. REMOVE BURRS. 2 PLACES -4• X -4• X 3/16" (ASTI,1) A-JS STEEL SCIUARE ruBE. INSTAl..1.ATION SHAU. BE PLUMB PAINT: 1 COAT RUSTOL.IlJM PRllilER #773 OR EQUAL 2 COATS RUSTOl.EUM PERFORMANCE PAINT OR EQ!J,ll, '#HITE. PAINT FULl LE~ PRIOR TO PU..CEMENT (2) J/8" STEEL Pl.ATE 'MTH J/-4" RADIUS. WELD TO nJBES. DRIU. 5/8" DIA HOL.£S. PLATES TO BE WITHIN ,;a· TO 1/r Of EACH OlHER WHEN BOUARD IS 1NST,tti£D COl,IMERCIAL. CONCRETE CRUSHED SURFACING TOP COURSE 1. PADLOCK SHALL BE 1,1A51ER KEYED AIJKE TOSM-7.:57 wrrH NO. 51.F SHACKLE, OWNER PROVIDED. 2. SLOPE TOP OF CONCRETE FOOTING TO DRAIN AWAY FROM POST. REMOVABLE BOLLARD DETAIL ffi 3. HOT DIP G/IJ....V. & PRIME PAINT -FINISH COLOR TO BE WHITE MARINE ENAMEL ----~ ~IRE...,SIONS 2·-0· I PLAN NOT TO SCALE I V BROOM BRUSH Fl~Sll r---- DESIGNED J. JUN ORA~ 8. PURGANAN CHECl(ED Y. HO F'LUSH'MTH HW..TRAILSURfACING CONCRETE WARNING BAND DETAIL ffi NOT TO SCALE SECTION -45· CHAMFER 1/2" WI-OE REFl..ECTM TAPE SEI SPECIAL. PROVISIONS 8" X 8" ROUGH S.WN PRESSURE TREATED WOOD POST, SET PLUMB FINISHED GRADE· COMMERCIAi... CONCR[T[ FIXED BOLLARD DETAIL NOT TO SCALE ill ,. ,!. GRAVEi. EDGE TRIALEDGE j~~ I rl I _]~ I FIXEDBOll.ARO,T'fP I ~ i .; =---1-iJ- ~ "' TRAIL EDGE ~~ 315 GRAva EDGE ~ BOLLARD PLAN LOCATION DETAIL ffi NOT TO SCALE . ~ -~ !I J~r1~ \.::,.._: ! ~EB BOLLARD STRIPING DETAIL ffi NOT TO SCALE 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 36 OF 47 ENGINEERIMG PI.ANNINO.WV,RONMENTAlSCl~CU LAKE TO SOUND TRAIL SEGMENT A DETAILS D1 GREEN RIVER TRAIL TO NACHES AVE SW l .li_iRE111SIONS ~ ~----(1) TRASH RECEPTACLE PLAN TYPE 1 REST STOP DETAIL ffi NOT TO SCALE ,,,,,-~----, // ....;; DE~GNED J. JUN DRAWN B. PURGANAN CHECKED Y. HO BP, PC N: 176307 .33 E: 1290631.52 BENCH PER SPECS SECTION 8-30. STAKE LOCATION FOR APPROVM.. PRIOR TO INSTALlATION. SURFACE MOUNT PER MANUF. SPECIFICATIONS 3" SQ. STm. lUBE PER MFR .+" DEPTH CONCRETE PAD W/ 6~b10 MIIM CENTERED IN SLAB. PITCH O 2,i; TO DRAIN. 0:PANO DEPTH AT SURFACE Pl.ATE .+" DEPTH CRUSHED SURFACE TOP COORSE. DRIVEWAY ~ PLAN ~ ..ti.I SCALE IN FEET \ • - iiiiiii-iii,j p----nj 0 20 40 DRIVEWAY DETAIL 411108THAvENl£N~ St.,TE18Cll Blcll.""-"'.WASH"(:T{><- T<>O .... .,..,F<>•'5a"'8l ffi 1:----1----------I : ~ I 40'~ ---~ 140' ~p ~~ ! V)g TRAIL V>g 1 >.'l ~ 5~ I --a_iu -_l~J~~L---a_w __ l • B9!,--1,.07% "'"'te" -I -~· I -~ 67% 3 0' I ,/\:t l,STING DRJAY-::K~~-:A0D~-Ur I 30' 2D'r-------j-------j-------- ''I~ "[~ 1+00 ITTl1;j o;;; ~;;:; ~;;:; DRIVEWAY PROFl[E HORlZ: 1"=20' VERT; 1"=5' LAKE TO SOUND TRAIL SEGMENT A _+ ;;:;~ 2+oo GREEN RIVER TRAIL TO NACHES AVE SW 20' 2+21 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 37 OF47 DETAILS D2 i i r I I bl b[:-:___ ~ ~~ I L_ I I I LEGEND: --END RAIL 1~· sett 40 --TOPRAIL1%"SCH40 0 DID POST ~· SCH -40 0 LINE POST 2Ji" SCH 40 10·-o· jyP ~Ii J :<xx; Hr FENCE MESH, BL.ACK VINYL COATED A.JV'. TD 9 CAUGE FlNSH = 1. AJ..l. POSTS AND IWlS SHAU. BE POWDER-COATED Bl.ACK 2. SEE WSDOT STD PLAN L-20.10-02 FOR ATTACHMENT OF FENCE FABRIC TO POST li ,·-o· Cl.EAAANCE kl MIN ------, .. --- z·-o· QP!,~ "SHOULDER. CONCRETE POST BASE (END POST ONLY) :.01= DESIGNED J. DVORAK ORA\',tj K. BRAATEN CHECKflJ Y. HO SEE l'lANS I I I I I I ----, -------- 1 I I I I I ------I ------------ NO SCALE LIMITS Of FEHCE F.IBRIC 1 I -======It:-::::....__ 12·-o· PAVED TRAIL FENCE CANOPY SECTION NO SCALE ffi ----::::-.::::-.::::-.::::-.::::- 2·-0· GRAVEL -SHOULDER. 'fl~ 1'1~ 1'-o· END RAIL (lYP} LINE/END POST NO FENCE FABRIC ON SDES OR ENDS OF """"'(m>) ClfARANCE EXIST1NG GROUND '11 Hl8l~AvFNUENC.SUITT UlOO BEI.L.£\/UC .. AS><INGTOl<- T'25"'8"21)1lF,>5''3!'"1 I I I I I I I I '<!I "I 11 I I I I I I LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW ROOT BARRIER DETAIL NO SCALE EXISTIN-;;i GRADE G_j ill i I ~ !E· " I ,--I I -1 I I ~ I :gm~RNU~INiEUMBING ANO SHRU OF TREES I ~ THIS P-RBSEA. W1ifEAPPLY I ECW. PROVISIONS ~ §I I !ii ~ "I I I ·--~ PAVED TRAIL SURFACE ROOT BARRIER, ANGLED TO DEFl.ECT NEW ROOT GROWTH ROOT PRUNING ZONE, SEE SPECIAJ.. PR0\11SIONS 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION DETAILS DRAWINGNO 38 OF 47 D3 • ! ::i,-\J .... ow~ !,))lc~~BllSHE.U ,v" ,._. <\,\QNS1ER RO, BRillGE -y~ •:-----__ ...,. ~ \ \ ~-' ,- \/'- \ ~---o;...,. -----/ -J ---=:::::.-- --~/;</I,-.. .. 777', -=---=--=---1.~~-----... ~----,--'"'--:/ -/<----G;·' -V ~~ 21,22,61,62 LEO VEHICLE 46,47 LEO COUNTDOWN PEDESTRIAN SIGNAL OISPLA YS ~IRE"1SIONS DESIGNED S. SCHOTT DRAWN 1---t-----------+---t--, K. BRAA1£N ~ Y. HO ~ PLAN ~ __J.CALE IN FEh ti 0 10 20 W11-15 ~ A (( CROSSWALK )) rR;LK ON RED ~ D3-1 (MOD) BLACK ON YELLOW R10-23 W11-15P [DI] [IE] ~ SIGNS 1~719ION POlE ~ •11u,en<AVEMJENe.sum,""" 8ELLE\'l."EW"9>< .. GTOI<""'°' T ~~o200 F.<~086)6) ABOVE HEAD NO. 62 - ~ " --~-~-~-- NOTES: 0 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL TYPE Ill SIGNAL POLE WITH 15 FT MAST ARM AND SIGNAL EQUPIMENT PER SIGNAL STANDARD DETAIL SHEET AND SIGNAL POLE EQUIPMENT SCHEDULE. 0 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL TYPE Ill S!GNAL POLE WITH 25 FT MAST ARM AND SIGNAL EQUPIMENT PER SIGNAL STANDARD DETAIL SHEET AND SIGNAL POLE EQUIPMENT SCHEDULE. @ CONSTRUCT FOUNDATION ANO FURNISH AND INSTALL MODIFIED lYPE PPB POLE WITH SIGNAL EQUIPMENT PER SIGNAL POLE EQUIPMENT SCHEDULE, WSDOT STD PLAN J-20.11-02 AND DETAIL 5 ON SHEET TS4. 0 NOT USED @ CONSTRUCT COMBINATION TRAFFIC SIGNAL CONTROLl.ER/ELECTRICAL SERVICE CABINET FOUNDATION PER DETAIL 1 ON SHEET TS5. PROVIDE AND INSTALL ELECTRICAL SERVICE CABINET PER COR STD DETAIL 122. 1 AND BREAKER SCHEDULE ON SHEET TS4. PROVIDE AND INSTALl. TYPE M TS2 TYPE 1 SIGNAL CONTROLLER CABINET WITH SIEMENS M50 CONTROLl.ER AND ASSOCIATED EQUIPMENT. © PROVIDE ANO INSTALL CONDUIT, SERVICE WIRE AND RISER ON EXISTING PUGET SOUND ENERGY (PSE) POlE PER PSE SIANOAROS FOR SERVlCE CONNECTION BY PSE (DESIGN TEAM TO CONFIRM WITH PSE PRIOR TO 90% SUBMITTAL). 0 REMOVE AND SALVAGE EXISTING LIGHT POLE. REMOVE FOUNDATION, JUNCTION BOX AND WIRING TO ADJACENT JUNCTION BOXES. © REMOVE EXISTING JUNCTION BOX AND ABANDON CONDUITS. 0 INTERCEPT EXISTING ILLUMINATION CONDUIT AND EXTEND INTO NEW JUNCTION BOX. RESTORE EX ILLUMINATION. @ ENTER NEW CONDUIT INTO JUNCTION BOX. SPLICE NEW WIRES TO EXISTING IN EXISTING JUNCTION BOX. REMOVE WIRES AND SWEEP FROM ABANDONED CONDUIT. SIGNAL SEQUENCING OPERATION STEP VEHICLE PED SIGNAL TIME VEHICLE SIGNAL REMARKS SIGNALS 1 ~ SOLID HAND -DARK UNTIL ACTIVATED 2 ~~ SOLIO HAND 3 FLASHING YELl.OW UPON ACTIVATION 3 ~ SOLID HAND 3 SOLID YELLOW VEHIClE CLEARANCE 4 lf!'1 PEOESTRl>IN 7 SOLID DOUBLE RED WALK INTERVAL 5 ~" PEDESTRIAN 20 ALTERNATING FlASHING CLEARANCE INTERVAL DOUBLE RED 6 ~ SOLID HAND 60 DARK AGAIN UNTIL ACTNATED, MIN TIME UNTIL NEXT ACTIVATION .llilm; 1. IF THE HYBRID PEDESTRIAN TRAFFIC SIGNAL GOES INTO FLASH, THE PEDESTRIAN INDICATIONS SHALL GO DARK AND THE VEHICLE INDICATIONS SHALL FLASH YELl.OW IN BOTH DIRECTIONS. 2. 1/0 MAPPING AND ASSIGNMENT OF LOAD SWITCHES TO IMPLEMENT THE ABOVE NOTED SIGNAL SEQUENCING SHALL BE PER SIEMENS/SEPAC RECOMMENDATIONS FOR THE HAWK PEO SEQUENCE. SIGNAL POLE EQUIPMENT SCHEDULE ,oc,; NOTE OFFSET POLE TYPE I STATION I TiL~~ I D~~R I QUANT. I n'PE QUANT. 1 TYPE 0 0 @ 0 PPB-MOD. w_ PPB-MOD. ill (1) SEEDETAILS0NSHEETTS4 L(ll611 Kl#62) L(#211 K(lt2Z) (2) CONVENTIONALH·EXTRUSION ASSEMBLY PERWSDOTSTD PIAN J-20 26-01 '" CONV ill Rl0.3e1R1l 1SOWHP$ MO PPfl.MRIRt0.40011,~~PS PPB·M IRHF3e(L) 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 39 OF 47 LAKE TO SOUND TRAIL SEGMENT A SIGNAL PLAN TS1 GREEN RIVER TRAIL TO NACHES AVE SW i ! -6_ I REVISIONS VEHSIG 11 COIL AT END OF MAST ARM @ VEH SIG 31181 COIL AT END OF MAST ARM @ VEH SIG COIL AT END OF MAST ARM VEHSIG 71141 COIL AT END OF MAST ARM @ VEHSIG 61 VEHSIG 82 VEHSIG VEH SIG 42 !~ R 0 G B w VEH SIG 62 VEHSIG 22 DESIGNED R 0 G B w C. SCHOTT ORA'MI ~ K. BRAAlEN CHECKED Y. HO POLE 0 PED SIG 67 PED SIG 26 EVP DET CAMERA C VC l~ EVP DET D EVP DET B CAMERA VO CAMERA VB 1-SC 1-~ ~ 1-SC 1 5C ~ FROM CON!LLER 1-SC 1-SC 1-SC 1-5C FROM CONTROLLER M, FROM CONTROLLER PED SIG 66 A PED SIG 87 " VEHICLE SIGNALS POLE 0 EHC;IINEERIN<l.PUI.N~ll«I E"""RO .... ENTALSCIE.'ICES LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW CONTROLLER TERMINALS FROM <C I -o--Y-: =~ ,·---~ -r = ~~ gg}:Q--------=j =~ H--H-+.~ -r =~ f-'=-H--+.ee, -r -BL~=~~~ £. VP. DETECTORS " i '*=:Lu C,"' i5 1 J: a., PEDESTRIAN SIGNALS POWER "' i ... I\)\ f i " Q PEDESTRIAN PUSHBUTIONS PREEMPT WIRING CODE ORANGE 24 VOLT '1'1:LLOW CALL BLUE GROUND TERMINAL CODING tg1 CONNECT TO NEUTRAL BUSS [] CONTROL SIDE TERMINAL CONNECTION ~ CONNECT TO DETECTOR COMMON BUSS D SPARE PPB86 ()::gm:B1 FROM w 1-2C/S CONTROLLER POLE© ~ PPB27 CONTROLLER I\._ 725 W 'J::ffiB= 61 A FROM 1-2C/S CONTROLLER POLE 0 A 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION DRA\\INGNC 40 OF 47 SIGNAL WIRING DIAGRAM TS2 DEGREES CLOCKWISE TO TYPICAL ATIACHMENT POINT FROM O' All. HANDHOL.ES AT 180' POLE ORIENTATION ~~8~fEfWocKWtsE FROM OFFSET LINE TO (J POINT BASE PLATE 0 f* LOCATION STATION ,.,,,,- PLAN POLE ORIENTATION AND ATIACHMENT POINTS· DETAIL -STD MOUNTING FlELD LOCATION TYPE NO HEIGHTl<T\ 0 STATION I OFFSET(m, LT I RT I POA Al I A2 1 -4+91.1 1B.5 X 0 12 TOO 2 4+924 I 27.5 I I X I 0 I J -4+71.2 15.1 X 0 4 4+90.5 I 19.0 I I X I o I ~IRE\/ISlONS DESlGNED C. SCHOTT DRAWN K. BRAATEN f---1-----------+---j----, CHE~~~O MAST ARM LENGTH -~5 .. 25 CONSTRUCT COW JOINT 4 ~ BELOW TOP Of FINISHED GRADE TO AUOW MONOLITHIC POUR OF SIDEWALK OVER TOP OF SIGNAL POtE BASE (TYP WHEN SIGNAL POLES ARE LOCATED IN SIDEWALkS). ~,x.D c~~'P· NO CHAMFER IN CONDUIT EXTENDS 1 1/2• ABOVE BASE ~~~~~Ai~Nss tiD JYTES PER MANUFACTURERS 2"NOM. PLAN MAST ARM POLE FOUNDATION· DETAIL 8 N0.7 BARS EQUALLY SPACED NOTES: LEGEND OJ IT] a VEHICLE SIGNAL HEAD MOUNTING COUPLINGS INSTALLED BY FABRICATOR AT OFFSET DISTANCE INDICATED IN CHART. b TRAFFIC SIGN FIELD INSTALLED. c STREET NAME SIGN d PREEMPT DETECTOR AND LIGHT e NOT USED ROl>JJWAY LUMINAIRE 9 PEDESTRIAN SIGNAL HEAD h TERMINAL CABINET PEDESTRIAN PUSH BUTTON ASSEMBLY HANDHOLE k VIDEO DffiCTDR CM1ERA DECORATIVE PEDESTRIAN LUMINAIRE Af.L DIMENSIONS AND ORIENTATIONS SH.ALL BE FIELD CHECKED BY THE ENGINEER PRIOR TO INSTALLATION. SIGNAL DISPLAY 'IIERllCAL CLEARANCE (FEET) FRCM STCJP _LINE :: i(A)(. Ml~O-r.uv ••"' 1,uv ••-• <UV f.mi"' f ... I 00• I ,,._150' J 3 SECTION 12• 116.5117.5' I 16.5 f 1jt.2' j_16.5 120.9' 116.5 l 220' -4 SECTION 12• 116.5117.0' 116.5 118.0' 116.5 119.T 11a.5 r 20.IV1 POLE ~ ~ D D ~: I )-IT] 'j' f mJl] ~ ·: ____ ~ ~Jm9111-~2~16.5111.o· I 1s.s 111.s'l1a.5 I 1s.5• I 1s.5 19.6' I OFFSET OIST.(EI)I en POLE TO ATTACHMENT PT. ~~-+ ~! t f; 84 •• eele1lee1B9 11 ' -2.:5 I 22.5 I 16.5 I I I , I I I I I I TYPE PPB PPB POST TYPE PS PEO. HEAD STANDARD POLE SCHEDULE SIGNAL MAST ARM DATA e1ol m II B1 I T I I WINDLOAD AREAS re2TBJTB4TB5 T T T T T T T T m1'ltlT><AVE"'-'ENSSUITT1ll00 EIEUE\IUEW>.SHO<<;TC,,!l(l[ll)I ,,,, .... .,,., .. ,..,...,.., --- TYPE 1 VEHICLE HEAD STANDARD --- _ LIMITS OF VERTICAL CLEARANCE REQUIREMENTS TYPE 2 MAST ARM SIGNAL STANDARD ~WA_Y __ _ TYPE 3 COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD TYPE SD SPECIAL DESIGN \_ CURB 00 EDGE Of 51-IOULDER (X)(Y)(Z) I L:~~~E POLE ATTACHMENT POINT ANGLES (DEG) uu"~"u' D FT 2 X Y DEP1HS(FT) SE£ NOTES B7 T BB •• B10 1 TOTAL{fl) I ' I ' I I I C • 10 g I ~1 I E2 -1- 1 :0_T-~~ I G2 I H --_ ~-+--0 I --I 1202101 I I I '°'"o I ___ I 210 I I LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW I 11 I I I 12 3'RD I 4'RD I I I I 60% REVIEW SUBMIITAL NOT FOR CONSTRUCTION SIGNAL POLE SCHEDULE AND DETAILS 41 OF 47 TS3 i TOP OF POST ~ ~ 2 1/2" PIPE CAP is ~ ~ ", 3 r- PEDESTRIAN PUSH BlJTTON POST FlELD DRILL AND TAP FOR 3/8~ BOLT FIELD DRILL AND TAP FOR 1 /2" CHASE NIPPLE PEDESTRIAN PUSH BUTTON POST "' 2 1/2~ DIAM. SCHEDULE 40 STEEL PIPE 1/2' ST£EL BASE PLATE GROlJT PAD "' INSTALL AFTER PLUMBING STANDARD ~1 - N , ' 01 :- °' ~ "' , .. ' d POST DETAIL NO SCALE ~ ~ ~:---~ ~ ,--~ ~1-' C- s ffi ~' <l', vic~~[a~E~ERHici~R tgrr 1 ... 1t1~~Mrur o1~HER, THREADS ABOVE TOP OF NUT OR 5/8' MAX (TYP.) CONDUIT COUPLING ... INSTALL FLUSH WITH TOP OF FOUNDATION TOP OF FOUNDATION ADJOINING SIDEWALK (TYP) ~~ 0f, !~~ T GW6~ S.s.1 ~ts. 1fum~ M~~~D, GRADE A, WASHERS, ASTM FB84 OR ASTM F436 COMMERCIAL. CONCRETE ANCHOR BOLT TD.4PlATE (TYP.) 1 /2" HEX NUTS, STEEL, 4 REQ'D. "' PER ANCHOR BOLT FlAT WASHERS, 4 REQ'D .... PER ANCHOR BOLT 1 M DIAM. ELECTRICAL 5" ~fREvlS!ONS _ CONDUIT 2' -O" Dlo\M. (FOR ROUND FOUNDATION) 1' -6" (FOR SQUARE FOUNDATION) FOUNDATION DETAIL NO SCALE DESIGNED C. SCHOTT ffi 1---f-----------+---t---,DRA~ BRAATEN CIIECKED Y. HO <11\00IHAVE>OJENESL.OTEI""" BELLEVUSW ...... ,,moo""""" ,,~.,um,,i,~= 1 ~ DIAM. HOLE (TYP.) 4scil?~t~~l'4E 5" 2 1/2' II Ii 'I :,, BASEPLATE DETAIL NO SCALE $ 1/2' STEEL PLATE ffi 1 1/2~ DIAM. HOLE ANCHOR BOLT TEMPLATE DETAIL ffi NO SCALE LAKE TO SOUND TRAIL """'"~IIJN(I.PlAf<N'NG.EIM~OH~ENTJILS,::IEN~ES I I SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW ~ ;, APS PUSHBlfTTON STATION ~ ;,, ~ ~ FG AT WHEELCHAIR ACCESSIBLE ROUTE NOTES 1. DEf,4JLS SHOWN FOR PPB POlE. SIMILAR TYPE 1 OR T'l'PE PS POLES. SEE WSDOT STD PLAN J-21.10-04 FOR ADDmONAL DETAILS. ELEVATION DETAIL NO SCALE ffi ~?R 11 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION PEDESTRIAN PUSH BUTTON POST DETAILS DRA""1N(;N(J 42 OF 47 TS4 t BREAKER SCHEDULE MAIN: 100 Amp. 120/240 V BRANCH BREAKERS SIGNAL: 50 Amp, 120V lll.U~ CIRCUIT #1, 20 Amp, 240V CONTACTORS: 30 Amp (1 EA) BACK TS-21RlfF1CCONTila.LfRCABtU ffl'EP+'MlHBATIERYBAOOJP = fL I 1'-2" HORIZ. I SEE NOTE 2 /14 HOOPS (EQUAL SPACES) REINFORCEMENT BAR DIAGRAM 4 PIECES El.fClRICAI.SERI/ICE """" SEEN01E4(TIP) ie ~ '" i i1 f "0 - ~ 1. MOUNT TOP SHALL BE F1NISHED BY A CONCRETE CONTRACTOR AND SHALL ~EET THE REQUIREMENTS Cf SECTION 8-14.3 IN THE WSDOT STANDARD SPEClflCATIONS. 2. PLACE SILJCCJ,JE SEAL BETY!1:EN lHE FOUND A TlON AND CABINET. ll.El'hlllli..l DIRECTION OF lRAmc "" 3/8" OIAMElER PLASTIC DRAIN (ONE PER CABINET) EXISTING #4-HOOPS ~~ ~Cl(',j ~I;.+ ~ ijl ~ ~ 1) ~ SE[N01E4(T(P) SEEN01E7 3. ANCHOR BDLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACruRER AND SUBMITIID TOT HE ENGINEER FOR APPROVAL 4. CONDUIT SIZES/QUANTITIES FOR THE CONTROl.l.£R AND CONTACTOR CABINETS SHALL BE INSTALLED PER lHE CONTRACT PLANS, PLUS OOE 2" SPARE CAPPED OUT PAST THE FOUNDATION. 5. CONCRElr SHALL BE CLASS 3000. 6. 2" CONDUIT SHALL BE PLACED FROM THE BBS TO TiiE CONTROLLER CABINET, ,6.NO FROM THE BBS TO lHE CONTACTCR CABlNET. J CDNlROIJ..ER I srn•CE/ CABINET BBS 10" 'MOTH +1" 10" _'MOTH +1" 10·l 7. LOCATE CONDUITS CENTRALlY l'ilTHIN THE CABINETS. ~IRE\I\SIONS DESIGNED C. SCHOTT DRAWN K. BRAATEN CHECKED Y. HO COMBINATION TRAFFIC CONTOLLER/BBS/ELECTRICAL SERVICE CABINETS FOUNDATION DETAIL ffi NO SCALE td1& fLAtl...lU '111oeTH/\\ooNIJEN[,SIJITE1000 "'ltEVUliW....,.._,.T(W"""°' T<1><580200F<25.0;,l"""' LAKE TO SOUND TRAIL SEGMENT A ~ ~ GREEN RIVER TRAIL TO NACHES AVE SW INSTAl...l.. NEW VEHICLE SIGNAL IND1CATION. MOUNT CENTERED OVER THRU LANE DMDER LEFT INSTALL NEW VEHICLE SIGNAL INDICATION POLE #1 WESTBOUND DETAIL ffi NO SCALE INSTALL NEW VEHICLE SIGNAL INDICATION. MOUNT CENTERED OVER THRU LANE OMDER LEFT INSTALL NEW VEHICLE SIGNAL INDICATION POLE #2 EAST BOUND DETAIL ffi NO SCALE loJI _, 0 ~ ! ~ ~ ~ ! ~ 1~· -1 1=! 0 60% REVIEW SUBMITIAL NOT FOR CONSTRUCTION SIGNAL DETAILS DRA'MNGNO 43 OF 47 TS5 ~!REVISIONS 1'~ · .... ,1 i l··\'i .1 I' I' i I I · I · \ ' · \ · · \ ··I I · I / 1 I ~. .· .· ·.·. . : '·. J . • ' ' · ... ·. . ' I '. . I . ·. \ / ~ ll!1Jl} i 1 ~ ~.\.. \ / l \ I ' \ I \ . I 1-· I I • .·. / 1/{// / I . ·. \ . , . . : 7 . . : , I : j'o~· o· . I : I . ·. \ ' ·.. \ STA = 17+;!;? , .:./''f l_ • ' ~ ~ ' , ~ ', ' ~' I : lO • 1 I ' ': ' 1 l 'A ,__ . I I I ·, ' : I : : I J : ~. ·. -\ \ . =c::::._:~=-=-I ·. I . ' ' . ' ~PREMANU ACTUREO BRIOGE \ ' • I · I ~ ·• I . : I . . \. : I ' ·, I ":,J"'. '\ \ 11• I • I I • I I ·· I · · 11 I, I • 1· I I I • I I I ; I I ·. , I . .\' \ I . ;,\ \~ \1 I I I \ . I· ... I: • I I I "' " :l I I . I ::'1 . '• . 50'1--- _l I -r I'·\'• :1 ! ., I : I : ' I ' ' '1 PLAN ~ 1"=10' r I I 1i I T"'"'"' ta l BRG-~ ,s 2998 ;;_ 0 .. :~~:~~;98------I I ·:· . . i'REMAN \JRIDlllRIOOC I --~. -' ·-~. 40' I i--------+-----'--1----+-----'----+- 30' w ~ 10'~----f---+- O'---+---+ ! I -10·~· --~-- 16+00 DESIGNED J. MERTH DRAVIN A. VAL.£NCIA z " ,.; I --'>-·1xot~" 1 l\: '=~~~L,l;~'I .., ..... _-----ELEVATION 12.66' ---l----+--1-------+---- NORTH SIDE 0 ' "' EXISTING GRADE 16+50 17+00 ELEVATION 17+50 LAKE TO SOUND TRAIL SEGMENT A f---J-----------+---f---, CHE~~O AT2T2S-01 Aflf;_ •11 10IIT><A\IE>l!."'~E_ 5UlrE1"°" 8El.l.BIUEWASHINGTOl\l!llXN T.~~,!SB6200r."25~ --GREEN RIVER TRAIL TO NACHES AVE SW J:;; ~ BRIDGE A-LINE PROFILE (£ TRAIL ALIGNMENT 1 PEDESTRIAN BRIDGE ,2L· INSIDE OF HANDRAIL TOP CHORD PREMANUFACTURED BRIDGE \IERTICAL POST I SAFETY RAIL STEEL BAR GRATING TYPICAL PREMANUFACTURED BRIDGE SECTION 1/r=1·-on 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION BRIDGE PLAN AND ELEVATION DRA'MNCNO. 440F47 51 t _p .. _!!!kp~p-- KCPARCE:LN0.13.2304902-0 KCPARCELN0.3779200119 CllYOfRENTON ~- j I L----;1--- / / ./ ti?/ ',, ', ./ I ,, -- ,A.. 'x -fj<c/!' '," ',, ~ ,, -~ -*-'#\a, _... .lL .A,_ ..ilr.. .lL _.,_ _.._ / ', = = = = = = = -"'--"'-= .I.I.. ~ ~ ~ ~ ~ ~ ~ ~ ~,,~ _,._ ..tJ.<.._.._ ..IJL...ilr.. ..I.IL._.._ ..I.IL.-"-..,,L-*- ...iw.. ~ ~ ~-ilr..~.IIL.~..ilr..~r..:. .JL -"- _).(;_ .llJ.. ...ill..,' ...ill..rtf ...ill_ ...ill_ ............ ~ .1.1..~~~~~~~~JB~.:O:..UU..~ 'q...... ..I.IL. _._ ..w.. -'-.llJ.. _.._ ..w.. -'-..I.IL. ,._ ..w.. _.,_ ..I.IL. ..ill.. ..I.IL. _;_1'--l.U..)...llL .A<.. ..I.IL. ..ill.. --l.U.. -" ..I.IL.~ "'-.. .I.I.. ~ ~ ~ ~ ~ ~ ->Wit.<-... :,->Wit.<-~ ~ ~ ..WU. \ ... , .. _,._ -'-_ ... -'-ilr.. ilr.. ..ilr.. /..11r.. --" _.,_ ..ilr.. --" .,._\ '..I.IL. ...ill_ ..w.. ..I.IL. ..w.. ..I.IL. ~ ...ill_ ..I.IL. ..ili.. ...ill_ ..I.IL. \:- ... ~-~= i= i= _.= ~= ~~,· ~= ~= i_._ ~= i'"""\f ..W.. ............. ~ ...J.IL ..ili.. ...J.IL ..W../ .llJ.. .llJ.. ..W.. ..>.L<.. ..>.LL. ..l.l<.. ..1l, .I.I.. ~ ~ ............ ~ ~ ..\l.U.:o. ~, ~ ~ ~ ~ ~ J _ ... ,~.7 _._ ..w.. -"'--..w.. .... ,/..w..--" ..w.. _.._ ...l.l.L ..ilr.. ..w.. ..I.IL._._ ...l.l.L ..tJ.<.. .... -'-( .ilr..~ _11r..~/(:~ /.,.~ -"-~ .... ~ .... ~ _._~ .... ~ _.._ h "'-=j"L1======I !1'-~~~"..• ~~~~~~J -'-_._ "'-.J--"-_.._ ..ill.. _,._ ..ilr.. _.._ _.j ..w.. ..I.IL.' ..w.. ..w.. ---1LL ..w.. ---1LL ---1LL ..w.. ..w.. fa ~~ 4-1.g{,\. ~ ~~ ~.$, ~~ ~ ~~ -e>I...I.HM-4-1!.M-/ ~ -· /~'-".. I .:w"'--":,. ---. '· .. \\. r I I I ~~-~~,~~=::=-~:: _____________ _ ~r~ ',,, ) I /~~ } m,,, { / r~ I ,, I / ffi-Se> j [/-',, I , . , -. / "·,. i ~ =, ' , .< WIIRANOUU,. i KC PARCEL NO. 317'200l1" ', / I i 7~ / CITYOfRENTON , ... ~ -= = ' , ..J.:-·--""= _.,,,, ', I ...... i---1 G ,,\ /' ~ -· \ / ....._ = = I/ i ......_ I, = I' : . ~-;,c---.,C--_r= -· = -· l ~ ~ ~ --'; 'I ..... =; f.1 , I _11r.. 'I 4 /I ~ ~ ~ 4 // -'} ,/// ~. / .,,./" l' .L i o/ (' / :;=I , / , I ~ --=~ I / -' . ,' I ,, I ~----', ~ -I / 2'._ ,,_ -DESIRABLE ', -/ / I --!);__ -VEGETATION EDGE \ / ,' '- -' , I I ----\ .,, / / WETLAND --~ / / / BUFFER '·---/ / KCPAACE1.N03779100t17 C!TYOFRENTON ,!-----~ / / \ ------L.. / / I ' ·J , / ' I --P4 , I ', / ----I / ,______ ----1 I ', , --------STREAM ,.._...--BUFFER ,_ \. \ '\\ ___ -~:.----- PLAN f.iil\ " '-z..f Cf' m,,_ APR 1 7 LO , ~~ -) ~ ----·-PC +--" ------·17i., ----.rv~--.,.;;,;-----.... ... ~"? I '"-, --------...... ..... , .. --------~ _____ ,..,.-------... .__ ---fiioi"--- ----··if"' -----·~ ~IRE\1Sl~S DESICNE:D J. SV9£NSDN DRA\',tj J. Sv.&4SCN °'ECl<ED Y. HO .. ';;,, ... ______ ___jCALf IN FEh \t,, "------- 0 40' 80' '11108Tl<~l'ENW:He S\Jn"e1(IOO ""ll£VUEWASH1NGl<ltl- T,rn<5SO:,OOF<2S<,Os:>6> ~~-' ·-..... '" "'\.. ',. LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW CONSTRUCTION NOTES: Q ~~J ~:i :i ~~:IN~RST~R~t: PROJECT REPRESENTATIVE PRIOR m STARTING Cl.EARING WORK. Cl£1.R ANO GRUB ROOTS AND REMOVE AND DISPOSE OF AU. UNWAlfilD \IEGITATION IN 1HIS PLANTING AREA. LEAVE SOIL IN PLACE. SEE SPECIFICATION FOR UST OF UNW>XTED VEGETATION. 0 ~:~·orJi~s 3;~~G ~~ST CMR THE ENTIRE 0 = ~tE~~HS~~{F~~P=N~H:iuLCH © ~5l;~~~A~.~~:~ PROTECTION PER © ~ ~f:E1.1~~N~ #~; ~ot=~N :a~ ON SHffilof'-2. GENERAL NOTES: 1. SEE SHEET MP2 ANO MP3 FOR PLANTlNG DETAILS AND REOUIREMENT'.5. 2 LOOSEN Am SOILS IN PLANTING AREAS COMPACTED B'I' CONSTRUCTION ACllVITIES 8Y RIPPING OR TIWNG THE ARfA TO A DEPTH OF 24". 3. PlANllNG AREA UMR"S AND INTIBPLANllNG LOCATlONS SHALL BE STAKED !N THE FlB.D AND APPROVED BY PROJECT REPRESMAlM PRIOR TO PlANTlNG. 4. All. PLANTS TO BE SA.VEO ANO PROTECTED WITHN MffiGATION CLEARING AND GRUBBING AREAS WILL BE FLAGGED BY PROJECT REPRESENTATNE. N011FY ENGINEER 5 DAYS PRIOR TO START OF CLEARING ACTMTY. USE ONLY HANO TOOLS AND METHODS WHEN WORKING INSIDE THE ORIPUNE ~EA OF EXISTING TREES AND SHRUBS . 5. ANY CHANGES TO PLANT WATERIAL, SIZE, OR SPACING MUST BE APPROVED BY THE PROJECT REPRESOOATI\IE PRIOR TO INSTAL1AT10N. 6. CONTRACTOR stWl AARANGE TO MEET ON SITE WITH ENGINEER AND BIOLOGIST TO DISCUSS LIMITS OF WORI< AND METHODS. CONSTRL(:TlON ACTMllES SHAU. NOT COMMENCE UNTIL ACCESS, LIMITS OF WORK. ANO METHODS ARE APPROVED BY THE PROJECT REPRESENTAT1VE. LEGEND: ====-----WETlAND/STREAM BUITTR -:,u _ _:,JL_ -WETlAND BOUNDARY ---ORDINARY HIGH WATERLINE • ,.... _____ • DESIRABLE VEGETATION EDGE 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION 45 OF 47 MITIGATION PLAN MP-1 1 FINISHED GRADE ) 1,f.Bii' ii~c":;:': "''"™" SOIL BACKFILL wrTH NATh'E SOILS. WATER TKIROOGtl.Y TO REMOVE AIR POCKEJ"S ~IRE\11SIONS PLANTING HOLE TO BE I 2 X DIA. OF ROOTBAU. SHRUB AND SMALL TREE PLANTING DETAIL L3::::I NO SCALI lffiIT ,z C) 0 0 = SHRUBS IN SINGLE SPECIES • • GROUPS OF 7 TO 12 PLANTS EACH f!J _x_ 06 ~~.-.":"-=. tr 8]g .. - TYPICAL TREE AND SHRUB SPACING DETAIL ffi NO SCALE EDGE OF PLANTING AREA O[SIGNfD J. SWENSON DRAl'otl J. SWENSON CH[CKE!l Y. HO TREE STAA:ING "ARBOR 11E9 "BVC" 1£MLDCK/FlR STAKE, 2" DIA. (1 PER TREE) ORrv'EN INTO UNDISTURBED SUBSOIL MIN 24' OEPTH FINlstED GRIIDE eACKFIU. WITH NAlJV'E SOILS. WATER THOROUGHL'f TO REMOVE AIR POCKETS NOT!: STAKEA.LLTREESJ'ANDTM..l.ER. CONIFEROUS TREE PLANTING DETAIL ffi NO SCAJ...£ u:,j ~ W~~cWoN ~S.f&HITT:CT ~ NOT!: PLANTING NOTES: 1. CONTRACTOR SHALL ARRANGE TO MEET ON SITE WITH PROJECT REPRESENTATII/E TO DISCUSS LIMITS OF WORK AND METI-IODS. CONSTRUCTION ACTMTES SHALL NOT COl,O.IENCE UNTIL ACCESS, UMIT"S Of WOR!<, AND METHODS ARE APPROVED. 2. MmGA1lON PLANT1NG Pl.ANS REPRESENT A CONCEPTUAL PLANT LAYOUT. FINAL Pl.NfT l.OCA.110NS SK'U BE Af'PRO'vfil B'I' PROJECT REPRESENTATIVE PRIOR TO Pl..NffiNG. STAAE A.LL TREES 1" CAUPER ANO GREATER. TREE STAKING "ARBOR TIE" HARDWOOD STAK£S PLANT SO THAT TOP Cf" ROOT BALL IS El/EN WITH lHE FINISHED GRADE WOOD CHIP MULCH. KEEP MULCH OFF OF STEMS FINISHEDGRAI)[ BACKFILL WITH NATh'E SOILS. WATER THOROUGHLY TO REMO'w'E AIR POCl<.ETS EXISTING SUBGRADE DECIDUOUS TREE PLANTING DETAIL DETAIL ffi NO SCALE PLANT MATERIAL LIST QUAIITITY BOTANICAL NAME = 72 ACER MACROPHYL..UM 21 PICEA SITCHENSIS 46 POPULUS EW...SAMIFERA 108 PSUEDOTSGA MENZIESII 32 THUJA PUCATA .stilll!BS 201 ACER ORCINATUM 107 CORYLUS CORNUTA I07 CRATAEGUS DOUGLASll 145 HOLODISCUS DISCOLOR 232 OEMLERIA CERASIFORMIS "' ROSA NUTKANA 213 RUBUS PAR\/IFLORUS 43' SYMPHORICARPOS ALBUS LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW J. USE ONLY lw.lD TOOLS TO CLEAR AND CULTIYAlE SOtL UNDER THE CANOPY (WITHIN AND 5' OUTSIDE THE DRIPUNE} or EXISTING TREES. 4. J>U PLANrS SHAU. BE NURSERY GROWN A MINIMUM Of ONE YEAR PLANT M..ltTERIAI.. IS TO BE SUPPLIED BY COMMERCW. NURSERIES THAT SPECIALIZE IN PLANTS NATh'E TO THE PACIFIC NORTHWEST. PL.ANT SllBSITT1JT10NS ARE SUBJEcr TO APPROVAL BY PROJECT REPRESENTATIVE. 5. MlllGAllON PlAN1lNG SHAIJ.. TAKE PLACE CURING THE DORMPNT SEASON (OCTOEER 1ST TO IIW«:H 1ST}. PLANTING MAY BE ALLOWED AT OTHER 11MES AFTER REY'IEW ANO WRlTTDI APPROVAL BY PROJECT REPRESOOAltVE. 6. lHE CONTRACTOR 51-W..l BE RESPONSIBL£ fOR DISPOSING OF AJ...L DEBRIS AND EXCESS SOil OCCASIONED BY THIS PROJECT. 7. CONTRACTOR SHAU. VERIFY THE LOCA.TION Of All UTUTlES PRIOR TO EXCAI/AllON. 8. J>U DIMENSIONS FOR USlED HEIGHT, LENGTH AND CONTAINER SIZE ARE MflllMUM REQUIREMENTS. 9. EXISTING AAEAS DISlURBED BY CONSIBUCTION ACTMl\ES AND NOT SHOWN TO BE RE-VEGEfATED ON THESE PLANS SHAU. BE RESTORED ANO SEEDED. THE CONTRACTOR SHALL REPLANT ANY NATIVE WOODY VEGETATION DISTURBED DURING CONSIBUCTION WITH SPECIES PROVlOED !N THE PLANT W.TIRIAL.S UST AT 1:1. IO. OISCREPANCIES BETWEEN THE PLANS ANO SITT: CONOmONS SHAil. SE BROUGHT TO THE ATTINTlON Of lHE PROJECT REPRESENTA11VE PRIOR TO PROCEEDING v.-tTH AIFEC1ED WORK. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING PWITS FOR THE FIRST YEAR AFlER ACCEPTNlCE OF COMPLETION OF PLANTING FOR THE PROJECT. COUNTY Will WJ<E PROVISIONS FOR WATERING AS NEEDED roR THE REMAINDER OF THE ESTABLISHMENT PERIOD AFTER THE FIRST YfAR. r:.:; APR 1 7 ::c·,, COMMON NAME Mt.I HEIGHT/ CONTAINER SIZE NOTES/ SPACING BIG LEAF MAPLE SITKA SPRUCE BLACK COTTONWOOD DOUGlAS FIR WES1ERN RED CEDAR VINE MAPL£ BEAKED HAZELNUT BLACK liAWTHORN OCEAN SPRAY INDWl PLUM NOOTKA ROSE THtMBL£8ERRY COMMON SNOW8ERRY 1• CAL/CONT. or B&:B 3' HT. 1" CAL STAKE PROPOSED TREE 3' HT. LOCATIONS IN OPEN INFILL 3' HT. AREAS WITHIN PLANTING AREAS 1 GAL CONT. 1 GAL CONT. 1 GAL CONT. STAKE PROPOSED SHRUBS IN OPEN INFILL AREAS WITHIN 1 GAL CONT. Pl.ANTING AREAS 1 GAL CONT. 1 GAL CONT. 1 GAL CONT. 1 GAL CONT. APR 1 7 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION DRA'MNGNO. 46 OF47 MITIGATION PLANTING DETAILS MP-2 I ! 1 1 MITIGATION THE LAKE TO SOUND TR,\JL -SEGWENT A PROJ::CT WOULD WITTGATE IMPACTS ON Wm.ANOS AND STREAMS IN ACCORDANCE WITH THE MffiGATION SEQUENCING REQUIREMENTS ESTABLISHED BY NEPA, fJNA, AND LOCAL WEn..AND PROlECTION PROGRAMS (TMC 18.45 AND RENTON SMP 4.J.090). ACCORDING TO NEPA (40 CODE OF FEDERAL REGULAIDNS [CFR] PARAGRAPHS 1!i08.:ZO), THE DEFINITION OF MITTGATION IS ~ FOL.LOWS: 1. AVOIDING THE ltr.lPACT AU. TOGETHER BY NOT TN<ING A CERTAIN .bcr!ON OR PARTS OF AN ACTION. 2. ~HNIWIZING IMPACTS BY UMmNG THE DEGREE OR MAGNffUDE OF THE ACTION ANO ITS IMPLEMENTATION. .3.RECTIF"l'lNG THE IMPACT BY REPAIRING, REHABILITATING, OR RESTORING THE AFFECTED ENVIRONt.lENT. 4.REDUCING OR EUMINATNG TiiE IMPACT O'v[R TIME BY PRESEFNATION AND MAINTENANCE OPERATIONS DURING THE LIFE OF THE ACTION. 5.COWPENSATING FOR THE IMPACT BY REPLACING OR PROVIDING SUBSTITUTE RESOORCES OR ENVIRONMENTS. 1.1 AVOIDANCE AND MINIMIZATION CONSISIDIT Willi THE ABOV[ SEQUENCING REQUIREMENTS, A HIGH PRIORITY WAS PlACED ON AVODNG ANO MINIMIZING CRmcAI. AREA AND BUFfER IMPACTS. WETlANDS AND STREAl,IS IN THE STUDY AR£A KAVE BEEN AVOIDED TO THE GREATEST EXTENT FrASIBL.£ WITH NO PERt.!ANENT OR TEI.IPORARY IMPACTS ANTICIPATED. lo:ING COUNTY WOULD APPLY THE FOLLOWING S1RATEGIES TO CRmCPL AREA AND BUFFER IMPACTS DURING lttE DESIGN, PERMITTING, AND CONSTRUCTION PHASES: • USE A RETAINING WAil. TO N.t.RROW lHE TRAIL FODTPRINf IN THE vlCINITY OF WETLAND BOUNDARE:S AND SOldE RIPARWi BUFFERS. • LIMIT E>RTHWORK NEAR STREAMS AND WETl.ANDS TO lliE DRY SEASON TO REDUCE THE POTDffiAL FOR SEDIIIDfl' RUNOFF. • CONSTRUCT THE TRAIL ON AN EXISTlNG GR,wa MAINTENANCE ROAD TO MINIMIZE IMPACTS ON FUNCTimNG RIPARWolBUFFERS. • WHERE FEASIBLE, WIDEN lliE TIWl ON lHE NORTH SIDE OF THE EXISTING CORRIDOR TO MINIMIZE IMPACTS ON BUFFERS ANO WILDLIFE HAB/T"AT. • USE APPROPRli\TE SEDIMENT ANO EROSION CONl"ROL BMPS (E.G., MULCHING, W..TIING, AND NrntlG; FILTER FABRIC FENCING; SEDIMENT TRAPS) TO REDUCE 11-lE RISI( OF EROSION AND REDUCE OR MINll.lZE THE ~CE OF SEDIMENTS ENTERING PROJECT WATERBO~ES. • PREPARE AND IMPLEMENT A TESC PLAN FOR CL.EARING DR REMOVlNG 'w£GETA110N. GRADING, DITCHING, FIWNG, O:CA.VATING, AND CONDUCTING ENBAHKMENT COMPACTION TO ldlNIMfZE AND CONTROL POlllJTION AND EROSION FROM ALL VEGETATION OR GROUND-DISTURBING ACTIVITIES. 1.2 RESTORATION OF TEMPORARY IMPACTS All ID,flORAR!LY AFFEC1ED AREAS WOULD BE RESTORED TO PRE-CONSTRUCTION CONomoNS AND RE-PLANllD OR S£EOED WITH NATIVE SPECIES. 1.3 COMPENSATORY MITIGATION BECAUSE PERMANENT MPACTS ON WtnAND BUFFERS ANO STREAM BUFFERS COULD NOT BE COMPLETil.Y AVOIDED. KING COUNTY WOULD REPLACE THE BUFFER AREA ANO FUNCTIONS LOST THROUGH CCt.4PENSAT0RY ~TION. MmGATION M£ASURES FOR CJFSETTING 1l£SE IMPACTS ON WETl.AND BUFf"ERS ANO STREAM BUFFERS ARE DESCRIBED BELOW. 1.3.1 REGULATORY REQUIREMENTS FOR COMPENSATORY MITIGATION lHE CITY Of RENTON SMP (4-3-D90 0.2.D.X.Q STATES TW.T 'COMPENSATION FOR WETV,ND BUFFER IMPACTS 51-WJ. OCCUR AT A MINIMUM 1:1 RATIO. COMPENSATORY MffiGATION FOR BUFFER IMPACTS SHAll. INCWDE DIHANCEMENT OF DEGIWlED BUFFERS BY PLANTING NATh'E SPECIES." THEREFORE, IMPACTS ON WETLAND BUFFERS WILL BE REPlACED AT A RATIO Of 1:1 AT A MINMUM. STREAM BUFFER WU BE REPLACED AT A RATIO OF 1 :1 AT A MINllrolUM, AS WEl.L NO WETLANDS WERE OBS£RVED IN THE PORTION OF Tl-IE STUDY AREA WITHIN Tl-IE CITY OF TUKWILA. l<lNG COUNTY DEVB..OPED PLANS FOR HABITAT IMPROVEMENTS OR RESTORATION TO MmGATE THE EFFECTS OF lHE PROJECT. TI-US Mrn:.ATION PLAN FOCUSES ON PROVIDING CCtAPENSATORY MITIGATION MEASURES FOR RIPARW4 ANO WEll.AND BUFFERS AT EQUAL OR GREATER FUNCTIONS THAN WILL BE AFFECTED BY Tl-IE PROJECT. lHE MmGATION SITE WOULD BE Pl.ANTED AT A RATIO OF AT LEAST 1:1 TO OFFSET PROJECT IMPAC'TS. Tl£ RIPARIAN BUFFER COMPONENT OF THE OVERAU. MmG.1.TION WOULD CONSIST OF Pl.ANTING NATh'E TREES AND SHRUBS WfTlilN THE REGULATED RF'ARIAN BUFFER OF A FISH-BEARING STREAM. ALTHOUGH. MffiGATION WAS CONSIDERED UPSTREAM OR OOWNSTREAM OF Tl-IE PROJECT, OR AT A SIMILAR SUaBASN IN lHE SAME GEOGRAPHIC AREA, ON-SITE MmGAIDN (WllHIN Tl£ PROJECT AREA AND REGULATED BUFFtR OF THE BLACK RIVER) WAS sn.ECTED AS THE PREFERRED OPTION. 1#1 lREES WITH TRUNKS LARGER THf.N '4 INCHES N DIAlro!EIER THAT ARE REMOVED WITHIN SENSrTM AREAS OR SHOREJ.JNE: ZONES N TI-IE CITY OF TUKWILA WILL BE REPLACED AS PRESCRIBED BY TMC REQUIREMENTS. 1.3.2 SITE SELECTION lliE REGULATIONS or Tl£ LOCAL JURISDICTIONS (CITIES OF TUKWILA AMl RENTON) IDENTIFY A PREFERENCE FOR COMPENSATORY MITIGAllON TO BE CONDUCTED WllHIN lHE SAME SUB8ASIN AND ON SITE (TMC 18.45.090 F.5; RENTON SMP 4-3-090 D.2.0 X.(I)). HOWEVER, THE CITIES MAY CONSlDER OFF-SITE COMPENSATION IF Tl-IE APPUCANT DaCONSTRAlES THAT THIS PROVIDES A GREATER ECOLOGICAL BENEFIT. KING COUNTY CONSIDERED MULTIPLE MmGATION OPPORTUNfTES LOCATED ON lliE PROJECT SllE. THE IDENTIFICATION OF AVAILABLE PARCDS FUR lillTIGATION IS DEPENDENT UPON SIZE, CURRENT SITE CONDITIONS, LAND USE. REAL ESTATE CONDITIONS, LOCAi.. JURISDICTION CODE, AND FUTURE LAND USE PROPOSALS. BASED ON THE CITES' PREFERENCE FOR ON-SITE MmGATION, PROJECT STAFF FlRST CONSIDERED OPPORTUNmES WITHN THE TRAIL RQiT-Of-WAY FOR COMPENSATORY MmGATION. ON-SITE MmGATION OPPORTUNmES WITHIN THE TRAIL C~RHlOR ARE CONSTRMNED BY THE NARROW LINEAR RIGHT-OF-WAY, LIMITED BUFFtR AREA AVAIL.ABLE FOR ENHANCEMENT, AND ADJACENT LANO USES AND FEATURES (E.G., RAILROAD TRACKS). OFF-SITE OPPORTUNmES IN Tl-IE SAME SUBSASIN ANO our OF Tl-IE SUBBASIN (IN THE SAM£ WRIA) WERE Pl.SO EXPLORED. THE PROPOSED MITTGATION SITE IS LOCATED OUTSIDE OF THE TRAIL RIGHT-Of-WAY, BUT NEAR THE TRAIL (FIGURES 5-1, 5-2, ANO APPENDIX E). Ir WAS SEI.ECTED BECAUSE IT !S LOCATED fN THE vlCINITY OF B01li STREAM (BLACK R~) BUFFER AND WETl.AND ('n£T1.ANDS 7 ANO BR) BUfFER, DOMINATED BY IN\IASM: SPECIES, ANO LARGE ENOUGH TO ACCOMMODATE ALL OF lHE PROJECTS MfTTGATION NEEDS AT A SINGLE LOCATION. THE PROPOSED MmGATION SITE IS LOCATED wrTHIN lliE CITY OF RENTON AND IS OWNED BY TI-IE CITY OF RENTON. CURRENTLY THE PROPOSED MmGA.TION SITE IS BEING USED AS A NATURAL AREA AND IS PART Of THE Bl.ACK RII/ER RIPARIAN FOREST. 1.3.3 MITIGATION SITE EXISTING CONDITIONS THE PROPOSED SITE IS LOCATED BETWEEN THE BLACK RII/ER, WEn.ANO 7, MD wrn.ANO BR. IT IS DOIJINATID BY REED CANARYGRASS AND Hlt.W..AYAN BLACKBERRY. ~IREV1Sl0NS OESlGN[[) J. SWENSON ORA'Mj J. S"1SIISON CHECKEO Y. HO 1.3.4 PROPOSED MITIGATION PROPOSED CONCEPTUAL MffiGATION INCLUDES ENHANCfMENT OF APPROXIMATELY 0.68 ACRE OF W£TLAND BUFFER AND 0.19 ACRE OF STREAM BUFFER (SEE FIGURE 5-2). THE PROPOS[D ENHANCEMENT WOULD INCLUDE REMWAI.. Of N'IASIVE VEGETATKJN. TIWNG OF SOIL ADDITION Of ORGANIC SOIL AMENDMENT (WHERE NEEDED} ANO MULCH, AND PLANTING OF NATNE VEGETATION. RIPARIAN MffiGATlOH WOULD CONSIST OF PLANTING, OR UNDERPLAN11NG, N AN AR~ WHERE EXISTING RIPARIAN CONDITIONS ARE DEGRADED. THIS TYPE Of MffiGATlON WOULD DffSET lHE PROJECTS IMPACTS ON STREAM RESOURCES BY MAINTAINING OR ENHANCING THOSE RIPARIAN FUNCTIONS THAT SUPPORT WATER OUAUTY ANO FISH K&BITAT. THE RIPARIAN FUNCTIONS TI-iAT WOULD BENEFIT FROM MmGATION INCLUDE LWD RECRUITMENT, STREAM TDIPERATURE REGULATION, BANK STA81LfTY, LEAF UTTER RECRUITMENT, AND WATER QUALITY FUNCTIONS. Tl£ GOAi.. OF THE MITIGATlON EFFORT 15 TO AUGMENT THE Bl.ACK RIVER CORROOR BY ESTAEUSHING NAllVE VEGETATION AND ENHANCING BUFFER FUNCTIONS OF THE STREAM AND Wat.AND 7 IN ARE.IS DOMINATID 8Y IN\IASl'vf: SPECIES. lliESE EFFORTS WOULD MEW wmt PREVIOUS AND FUT\JRE EN~EMOO ACTMTIES PERFORMED BY OlHERS. llro!PACTS TO FWHCAS, OUTSIDE OF WEll..AND AND STREAM BUFFERS, WILL BE COMPENSATED FOR WITH ADDITlONAL PLNmNGS WHERE "1EWS TOWARD THE HERON NESTING COL.Dtfl' ARE NOT Al.READY OBSCURED BY EXISTING '¥£GETA110N. SUCH PLAN11NGS, COMBINED WITH FENC! ltiSTALJJ,TION ~NG THE SOUTiiERN EDGE OF THE ALIGNMENT OF THE TRAIL ADJACENT TO THE BLACK Rl'vfR RIPARIAN FOREST, ARE EXPECTED TO REDUCE Tl£ POTENlW. FOR DIST\JRBANCE TO WILDLIFE tN THE NATURAL AREA. TI-tESE PLNmNGS WILL BE QUfUTATMl.Y MONITORED FOR GEN£RAL HEAi.TH AND RIGOR IN CONJUNCTION wmi THE WETLAND BUFl'ER COlrolPENSA.TORY MTOOATION WOITTOOING (CUALITATNE) CJ..JRING YEARS 1, 2, AND 3. 1.3.5 MITIGATION GOALS, OBJECTIVES, AND PERFORMANCE STANDARDS THE O'JERAl.1. GCW... OF THE MmGATION IS TO REPLACE THE K6.BITAB ANO FUNCTIONS LOST K:, A RESULT OF lliE PROJECT. lliE PROPOSED MrmATION WOULD ACCOMPLISH THIS BY ENHANCING O.B7 ACRE OF WETLAND BUFFER AND STREAM BUFFER. SPECIFIC GOALS AND OBJECTI'IES FORMULATED TO ACHIM Tl-llS RESULT ARE PRESENTED BELOW. MITIGATION GOAL GOAL: ENHANCE 0.68 ACRE OF WETLAND BUFFER AND 0.19 ACRE OF STREAM BUFFER TO ""6.Th'E FORESTED UPl..ANO. ACHIE'JEMENT Cf" llilS COAL IS O:PECTED TO INCREASE THE PRODUCTION OF ORGANIC MATTER BY PLANTING TREES AND SHRUBS IN lliE ENIWICED BUFFER; INCREASE WII.DIJFE ~ITAT: AND IMPROI/E BIOLOGICA.L. DNERSITY BY PLANllNG WITH A VARIETY Cf" NATM: RIP~ Pl»IT SPECIES. MITIGATION OBJECTIVES AND PERFORMANCE STANDARDS OBJECTM: 1: ESTABLISH A IJINIMUM OF 0.68 ACRE OF F"DRESTED WETLAND BUFFER AN'.l 0.19 ACRE OF FORfSTEO STREAM BUFFER BY Pl>NTING NATJIIE TREES ANO SHRUBS. PERFORMANCE STM-lDARD: 'l'£AR 1 SUIMVAI.. OF PL>NTEO WOODY SPECIES IN ENHANCED WETI..AND BUFFER AN1 STREAM BUFFER AREAS 'NILL BE AT LEAST 80 PERCENT. YEAR 3 NAllVE WOODY SPECIES WILL ACHl£VE A MINIMUIJ a:" 35 PERCENT" AREAL COv£R IN THE ENHANCED WETLAND BUFFER AfllD STREi\M BUFFER AREAS. 'l'£AR 5 NATIVE WOODY SPECIES WILL ACHIEVE A MINIMUW OF 60 PERCENT AREAL CO'vtR IN THE ENl«NCED WETUND BUFFER M-lD STREAM BUFFtR AREAS. OBJECTIVE 2: LIMIT INVASIVE NON-NATh'E SPECIES THROUGHOUT Tl£ MffiGATION Sl1E PlANTING AREAS. PERFORMANCE SfANOARO: YEARS 1-5 HIWd.AYM-l BLACKBERRY, CUTl.fAF BLACKBERRY (RUBUS LACINL6.TUS), SCOTCH BROOM (CYTISUS SCOPARIUS), CANADA llilSTlE (CIRSIUM ARVENSE), BULL THJSTU: (CIRSIUM VULGARE), AND REED CANARYGRASS WILL NOT EXCEED 20 PERCENT AREAL CO'v£R lN All PLANTNG AREAS. OBJECTI\IE 3: PROVIDE UPLAND WILDLIFE HABITAT. PERFORMANCE STANO.A.RO: INCREASE IN AREAL COVER OF NATII/E WOODY SPECIES IN THE: PL.ANTED BUFFtR, AS MEASURED IN OBJECTIVE 1 TO BE USED AS A SURROGATE TO INDICATE INCREASING 1-WllTAT FUNCTIONS. OBJECTI\IE '4: PROTECT lliE MffiGATION SITE FRCt.4 ANTHROPOGENIC DISTIJRBANCE. PERFORMANCE STANDARD: '!"£ARS 1-5 CONDUCT YEARLY QLIAUTATh'E MONITORING TO ASSESS THE STATUS OF THE SITES DURING THE 5-'1'£AR MONITORING PERIOD FOR HUMAN OISTURBANCE, INCWDING BUT NOT LIMITED TO FIWNG, TRASH, AND YANDAIJSM. 2 MONITORING AND MAINTENANCE 2.1 MONITORING THE t.JTIGATION AREAS WOULD BE MONITORED DURING AND AFTER CONSTRUCTION. DURING CONSTRUCTION, MONITORING WOULD ENSURE THAT THE BMPS ARE OBSEIMD TO MINIMIZE IMPACTS, AND THE ON-SITE CONSTRUCTION Wr.fiK (INCLLOING EARTHWORK AND PLANTING) WOULD BE COORDIKA.lEO TO ENSURE THAT THE SITE IS CONSTRUCTED AS DESIGNED. N'TER CONSTRUCTION IS COMPI..Ef"[[), AN "AS-BUILr MmGATION REPORT WOULD BE SUBMTTEO TO THE cmES OF RENTON AND TUKWILA WITHIN 1 MCNTH OF MITIGATION INSfM..LATION. SUBSEQUENTLY, MONITORING WOULD BE PERFORMED ANNUAI.J.Y TO ENSURE THAT THE GOALS ANO OBJ~ or THE wmGATION ARE BEING ldET. MONITORING OF THE MmGATION AR£AS WOULD BE PERFORMED O\IER A 5-'1'£AR PERIOD BY OOAI..Jf1ED BIOLOGISTS. A COMBINATION OF CUAUTATh'E AND OUANTITATNE MONITORING ACTMTIES WOULD BE USED TO ASSESS THE MANAGElrolENT OBJECTIVES AND ASSOCIATED PERFORMANCE STANDARDS DESCRIBED IN THIS MffiGATION PROPQS.AJ.. ACTMTIES WOULD INCLUDE CONDUCTING SITE VISITS TO MONITOR UNNATURAL SITE DISlURBANCE, TAl<ING PHOTOGRAPHS TO DOCUMENT SITE IFJELOPMENT, AND COLLECTING OATA FOR THE QUANTlTATl\lE EVM.JJATION OF PERFORMANCE STANDARDS. THE RESULTS OF THE MONITORING 'MLL BE SUBMITTED TO Tl£ cmES Of RENTON M-lDTUKWILAANNUAl.l.Y. APPROPRIATE CON11NGENCY lro!EASURES Will BE DEVELOPED, /JS, NEEDED, BY A QUALIFIED PROFESSIONAi. TO ENSURE THAT THE SITES DEi/EL.OP HEAI..THY VEGETATION THAT MEETS THE OBLIGATIONS OESCRIBED IN llilS MITIGATION PLAN AND lHE ASSOCIATED PERMITS. '1'100THAl'EMUEr<ESIJrTE1SDO 8>ll>VUE.._,,,.,,oo_ T<2'.4'S,,,l:200F<'5<""6363 2.1.1 QUANTITATIVE MONITORING THE FOl.lOWING BUl.l..£lil) ITBIS rESCRIBE THE MrnlODS TO BE USED FOR THE QUANTITAllVE MONITORING, MONITORING SCHEDULE, N-10 REPORT DEAll.JNES. • THE MmGATION SITES WILL BE ASSESSED BY AN APPROPRIATE QUANTITATM 'JEGETATM Co-.-[R FlaD ASSESSMENT ME:THODOLOGY. Tl-IE LINE INTERCEPT METHOD Will BE USED FOR DETERMINING PERCENT AREAi.. CO\IER FOR WOODY AND INVASIVE SPECIES. • OUANTTTATh'E VEGETAIDN ASSESSMENTS WILL FOLLOW THE SAME METHOD t.i EACH CONSECUThf.: MOITTORING YrAR. • OUANTITATh'E 1/EGETATKJN ASSESSMENTS WILL BE PERFORMED BE1WEEN JUNE 15 AND SEPTEMBER 15 Of EACH MONITORING "YEAR. • MONITORING REPORTS WILL BE SENT TO AGENCIES REQUIRING MONITORING REPORTS BY FEBRUARY 15 Of lttEfOl.lOWINGYEAR. • OUANTTTATh'E MONITORING Wll INCLUDE PHOTOGRAPHIC OOCUMENTATION OF lliE Sll[S FROM P~ENT PHOTOGRAPH STATIONS. 2.1.2 QUANTITATIVE MONITORING QUAUTATh'E ASSESSMENT WILL BE PERFORMED YEAALY TO VISUALLY ASSESS lHE HEALTH OF PLANTS AND IDENTIFY AREAS THAT MAY NEED CONTROL Of NON-NATh'E IN\IASM: SPECIES OR OTHER MAINTENN-fCE ACTMm. AOOmONAUY, DURING YEARS 1, 2, AND 3 THE SCREENING PLANTNGS (SP-1) WILL Al.SO BE QI.JAIJTATI'-IUY MONITORED TO I/ISUAU.Y ASSESS THE HEALTH OF lH£ PLANTS M-lD lDENTIFY AR£AS THAT MAY NEED CCfflROL OF NON-NATIVE IN\IASM: SPECIES OR crTHER MAINTENANCE ACTMTIES. 2.2 MAINTENANCE lHE PROPOSED MIOOA.TION IS tNTENJED TO ACHIEVE THE PERF"DRMANCE STANDARDS Willi MINIMAL ONGOING MAINTENANCE. PlANTEO \IEGETATION SPECIES SHOULD BE ADAPTEO TO YAR'r'ING SITE CONDITIONS IN Tl£ PUG£!' SOUND LOWLAND; HOWtvER, SUPPLEMENTAL IRRIGATION MK.HT BE NEEDED OURING THE FIRST 1WO GROWING SEASONS mER INSTALJJ,TION TO ENSURE THE LONG-TERM SUR'v1VAL OF lHE PLANTS. lliE NEED FOR fiRIGATION WOULD BE E'o'AI...UATEO BASED ON lHE CONDITIONS OBSER',£0 DURING THE ESTABLISHMENT PERIOO. TO ENSURE RAPD EST.aBUSHMENT OF THE PLANT COlrolt.l.lNITY, TREES AND StflUBS WOULD BE PLAHTED a..osER TOGETHER TIM WOULD GENERAl.l.Y OCCUR IN NATURAL MATURE STANDS. SOME NATURAL MORTALITY IS O:PECTED TO OCCUR DURING THE MONITORf.lG PERICO. ALL DEAD AND DOWNED WOODY IMTERW. WOULD BE LEFT IN Pl.ACE TO PROVIDE MICROHABITATS FOR WIL.Dl..lfE. PLANTS WOULD BE REPLACED AS NEEDED TO MEET PERFORlolANCE STANDARDS. w.lNTENANCE TO CONTROL NUISANCE SPECIES IN THE MffiGAllON AREAS MAY BE NECESSARY. DURING THE MONITORING PERIOD, IF IT BECOMES E\1000 THAT INVASM: SPECIES ARE IMPEDING ESTABIJSHMOO OF CESIRABLE NATIVE PLANT'S, MEASURES WOULO BE IMPLEMENTED TO CONTROL NUISANCE SPECIES. A PROGRESSM:LY AGGRESSM: APPROACH WOULD BE USED TO CONTROL NUISANCE SPECIES. CONTROL MEASURES WOULO FIRST INCWDE tWID CUTTING ANO/OR GRUBBING AND REMOVAi.; F THS FAILS, AN ENVIRONMENTAl.l.Y SENSIT1\IE HERBICIDE (RODEo-OR ECUII/ALENT) t.L6.Y BE APPLIED. 2.3 CONTINGENCY MEASURES IF" !.«JNITORING INDICAlES THAT THE SITES ARE NOT MEETING PERFORMANCE STANDARDS, CON11NGENCY MEASURES WOULD BE IMPLEYENTED (TABLE 2-1). SITE CONDITlONS WOULD BE EVALUATED TO DETERMINE TI-tE CAUSE Of THE PROBLEM ANO THE MOST APPROPRIATE COUNTERMEASURES. INFORldATlON FROM THE ANNUAL MONITORING PROGRAM WILL BE USED TO IDEN11FY ANY MAINTENANCE ANO/OR CORRECTl','E ACTIONS. IF" PROBLEMS ARE IOENTlflED IN MONITORING, KING COUNTY BIOLOGISTS WILL DET£RMINE THE CAUSE OF THE PROBLEM AND IMPLEMENT PROPER MAINTm'.NCE OR CORREClJ\/E ACTMTIES. TllfSE: ACThllTIES WILL BE DISCUSSED IN THE ANNUAL. MONITORING REPORT. TA!li 2-1. CON11NGENCY MEASURES FOR TI-IE 1ro1mGATION SITES PROBU:M LESS THAN ~ OF PL-WTED WOODY SPECIES SUIM'JE IN YEAR 1 CONTINGENCY MEASURE KING COUNTY BIOLOGISlS (OR OTHER QUALIFIED BIOLOGIST) WOULD ASS£SS THE SITE TO OEJ£RMtNE WHAT CONDmCNs ARE PREVENTING THE PLANTS FROM THRIVING. APPROPFIVITE liEASURES WOULD BE TAKEN TO CORRECT N{'( co+mmoNS THAT ARE LIMITlNG GROWTH. LOST PLANTS WOULD BE REPI..PCED wmt APPROPRIATE NATJIIE SPECIES UNLESS AJ'PROPRIATE NATIVE WOODY SPECIE:S ARE VOWNTEERING AT A RATE SUFnCIENT TO REPLACE THEM, AODITTONAI.. MEASURES (SUCH AS PROVIDING AODmONAI. PROTECTION) WOULD BE Cct1SIDER£D IF NECESSARY. ADDITIONAi... PROTECTION COULD INCLUOE THE USE OF AN HERBIVORE REPEL.LENT (PLANTSKYDD OR EOUl'IAIDlT). =~I~ ~ ~o~ WOODY SPECIES NOTl:tLD~~SBI~~~(~ ~I~~~ gb~~~s INVASI\IE SPECIES [l(CE[O PERCENT CO\IER THRESHOLD PERFORMANCE STANDARDS NOT MET AT YEAR !'.i ARE PREVENTING THE PLANTS FROM THRIVING. APPROPRVITE MEASURES WOULD BE TAKEN TO CORRE:CT ANY CONDITIONS THAT ARE LIMlllNG GROWTH. IMPLEMENT/RE.VISE IN\IASM: SPECIES CONl"ROL PL.AN. CONTINUE THE MONITORING REGIME FOR 1 AODmONAL YEAR. THE SITES WOULD CONTNUE TO BE EV>LUATED E\-mY 'rEAA UNTIL THEY Mm lliE STATED PERFORMANCE STANDARDS ASSOCIATED WITH MANAGEMENT OBJECTNES. OTHER CONTINGENCY MEASURES MAY BE IMPLEMENTED DURING THIS PERIOD. l "l "/ 0'1'~: 60% REVIEW SUBMITTAL NOT FOR CONSTRUCTION LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW MITIGATION NOTES DRA'MNGND 47 OF 47 MP-3