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07-103109)> 0 'U -'U -I ;c 0 -< < r, 0 DD :::; a, Tl f'1:l ~ Tl m 0 m ;,;J l> r- =e l> -< (/) " (!> 0 "' -z 0 ~ (/) " "' (!> " ,, m :,, !, -I z ,, 0 :,, m -IO 0 mo-r-z -I . en< Z-10 p ;D "Tl -C: "' 0 .,, u,-1 m t.> -C -Om .. z:,, "'i )> If' en ,- "' ,, :E "'ml> oo< 0-1 0 z '-0 {/) 000 0 o, O J-m 0--"' (!> "' " a, -0 :'! -· z .. :'.I:' ,-~ ID 0 .. ~ "' "' s-C. o,~ "' "' _. 0 n ci'-w wmm ;::zz . 00 (/)QQ 0 0, • !:'1 + 8 '::l + m 0 t 0 0 "' °' + "' 0 ti + 8 "' ..., + "' 0 140 7 . -- 140.1 I I I : I i I ;1 I I I 138.4 ! I I I ' I I I I I ' I I I I I 137.2 I 137.16 i I I ' I I i I 136.1 i I I ' I I I i ' "' 135.2 i--U1 --' ' . . I I ' ' I ' ' ' 11 ' i 134.5 I I I I I ' ' 1--- I I I I I ' I I I 133.9 I . -----------;--~---i ' I ' ' I I I I I I I ' I I I I 1333 I i ' I I I l I I 132.7 I '., I I "' I i V, i cl I I " I I ~ I "' 132.4 . "' I I I ., I 0 I I ' u; I I 5;! z ' hi I 132.2 l I cl I I :;,: I i n, ' il'i I </) --; I 132.2 i I I 132.2 I I I 132.2 I I n, I X ' V, I I =l I z (;) I I 132.2 (;) I )> I 0 n, I -:::, "' I -< ~ 0 1---:s 0. I ' I ' 132.0 .. .. . . ·.,;,,,A . -----\--'-"',""" l ·-<-"-L<,"-.. . . -< • ,·cc, . '"-: ---_.,,-_ .. I 131.9 I I I I ' I I f I 131.8 ; I I I I ' I I I I I ' 131.7 c::J ' I V, ~ =l I ' z i G) I ~ G) "' I )> . c:, "' ' 131.7 I ' -< -3 I I i I I I ' I ' ~ I I I 131.6 I i I -I' I 131.5 I ! I I I I ! I I I I ' I ' 131.3 i I I i I I I I I ' I I I I I I 131.2 i ' I I -- ! I I I I I I I I I I 131.0 I I I-I ' ----.... I I i I i I I I "' I I ' I -(J1 --I ' 0. i I 130.8 I I I I I I ! \ ' I 130.6 I i I I ' I I I l I ' 130.5 I i Project: SOUND VIEW MANOR SW DASH POINT RD. AND SOUNDVIEW DRIVE SITE DISTANCE EXHIBIT Client: WESTBROOK INVESTMENTS, LLC 437 29TH STREET NE. SUITE G, PUYALLUP, WA 98372 I ' I I I \ \ I I I ;1 I I I I I I I I I I (253) 841-7000 I I ~ ', . ~"" ', /\ '\ \ \ ':/ \ \ I I I I I CES.mv.!Nc C/V/L ENO/NEER/NO 4 SURYEY/NO Bus: /253l 922-1532 5210 12th St. E. Fax: 253 922-1954 Fife, WA 98424 ceservices@qwest.net I I I I ! I I I "' 0 ' \ \ :/ \ I I ii)! ! I ! I I I 6 6 6, 6 6 No. I I I I I I Revision; I I I \ I I I ~ "'O 0 :a ..... -0 z 0 -n ..... :c m z m ~m .p.. :e1 0 I .,, U) s::i p)> ..... z: ...., I ~01 =e:cl "'O • z • ... :a Ci) m • w m • ... 0 ~ " 0 ~ ~ 0 !J> s· ~ 'tJ 0 - " >,: ~ II "" ,-.; "' 0 "' "' 0..., U) ~ ? ~ 0 0 !J> r M Int. Date: ' I l I I I I ~~··· •---=~=~'~"•"~~---~-~---•=f•=•~=,-~~~-~~--~,,,.-~~==~~--,-~-~~,.,~,=~-~· -----~~-A.-~~-~C~--,,~-,~-~~~-~-,,w~.-~,--->'§ , •• ,,,,, -~~ '"~'=-o,<>~~-"~"m~••=~--~~; ·-==~•--~~===--,--· •-~~·=--•~.,,~~-C'W-~~~<, @---•=-=~,~--~~,~~~--·~~~~ ,s•---•>' "~-~-~-<,--~-.---,-~=--,=·-~-~~,~-,~·--~~-.~"-~-~-~,-,~~.-.. ,·~--~--,-~~~ -,~-< --~~~~~-~-,~-~,,.~.~-~~~-~·•-·'' · SITE ADDRESS APPROXIMATELY 4400 BLOCK OF SW DASH POINT ROAD (SR 509) FEDERAL WAY, WA 98023 PARCEL NUMBERS 112103-9060 AND 112103-9119 OWNER / DEVELOPER WESTBROOK INVESTMENTS, LLC 437 29TH STREET NE, SUITE G PUYALLUP, WA 98372 CONTACT: JERRY MAHAN PHONE (253) 841-7000 SURVEY BY BOUNDARY AND TOPOGRAPHIC: CIS NW INC CIVIL ENGINEERING & SURVEYING 5210 12TH STREET EAST FIFE, WA 98424 OFFICE (253) 922-1532 FAX (253) 922-1954 LEGAL DESCRIPTION PARCEL A: THE NORTH 132 FEET OF THE SOUTHEAST QUARTER OF THE NOR]}IEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, W,M,, IN KING COUNTY, WASHINGTON. PARCEL B: l}IAT PORTION OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, W,M,, IN KING COUNTY, WASHINGTON, LYING SOUTH OF MARINE VIEW DRIVE AND EAST OF F,B. HOYT ROAD; EXCEPT THE WEST 600 FEET THEREOF; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUT!' SR 509 BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9306172027. -0 VERTICAL DA TUM BENCHMARK SOUNDVIEW MANOR NGVD-29 PER CITY Of FEDERAL WAY BASIS Of BEARINGS VERTICAL DATUM: NOR]}I END OF 18" CONCRETE CULVERT PER SANITARY SEWER PLANS FOR DUMAS SAY NO. I PROVIDED BY LAKEHA\IEN UTILITY DISTRICl ELEVATION ~ 126.9. A PORTION Of THE NE 1/4 Of THE SW 1/4 OF SEC. 11, TWP. 21 N., RGE. 3 E., W.M., BASIS OF BEARINGS IS THE PLAT OF TWIN LAKES NO, 6 NGVO 1929 PER LAKEHAVEN UTILITY DISTRICT, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON :<x: I ·-------· ------------(REC, NO. 7611230497) ,0, I IU(»JE)O'>'ll!,t;l' > -.. -DUl1AS PAUSJ,DES "'-"'"·'; I . I I FOl'ND ""CA"EO '"X3" rn)1rs•·r•. FOU.ND EMPTY !IONUMENT CAS[ No r-< L rn .;, ' " "~''"' ~ ~ ' I • " 'X'J' (JFJ:'S[TS ~ ' / MQfllJM£NT l'f:1-i 8R,~SS flAIL WTH NG \\'ilt~i1l'1~ A1i TiiAT WAS ~"' \ ':st' ~ / I MArlK -0 9' [){MN HELD POS•l1GN FOR HtliJ FOR E/W ALIGNMENT Gf R~ ~ $;, --ROAD AUG~-~ -----\ ~ ~ iL __ -_____ __'lrn·,1'10">:NBOWJQ"W) .J.205i}o11_0l') SW313TH-STREET---~~~ _,/ 4$":,~$'/ ~ 1,1:x DEVELOPED SINGLE-FAMILY RESIDENTIAL ,/ 1 8-'t.45~ i5':,,9Jf.'. I 1121039016 / __,/'" / ---------... 0s,'i;,/,'d1'! I "~,uTN & KIMBlRY _.,,, ~ I ' \ s,j FR, / f /~ /" / A, ~ ~ --)) J' ~~ ~ --I .d}~ -~l~ ~ -,./'.~ . $ ~-• ;' 6•13"53';," !,;; I -----1· TBIA-RNI ROAD SPIK[ IN -~tJtM,' ,; "~,, . ,,,, R=:716 20 \_ PO"ER POii:--~ ~ "" ' ' 0• L-1737J ..--" .c:. " " •\;•, ~ • ~ 'Ci\J'<.-/ J ~ ,.-,,<'. ' '"" ¥7' __..., . ,,,, ,( 0 ,,.---~ ~-,_..----ct.if,P-~ T~87 30' --~ ELEVA110N~l3~5.~78 '"-~ "~ -,'1>o • ';!,'i.J'o'\'o i ,,> -I ~ -"""'"' ,., 2r=;, -. _,,. __.. \ :ffi~__....-~ .,•,;"'fM>>'S~, ~ , ' S, -\.( ___ .-.--~.\:·:·( ,k-"" ~ / , I I --/ . ...---~-~, ' •. ·'1i" ;_...---~ TRACT A .-~·~-_/ ----------' -<;:;--·?""' • --' "~1', · --------=------! 1 ---:s ....,.,..-:, -""'"\ ' \ · ___,1___ ----------------=~ ------. ~ --' <e,, .-----. -------------~ -----_:::::..,--___,__. --=-----.i \ ......... ~~ --,Ji,.A~ \\., ------·----==----~-----~ -----·-, ~~ , lj 1 LC 'i\::,., -------.,,....,,,--,fIB5'35'"'1.. -----------:::~~·---' t, •· '" 4 \ 112\0.)9132 RONA~D & SI-ELLY ZAFFINO ~ ·-_____ ,___ --· ---,-----;::::•-----·· . ~ -\ 4010:42'17" -I TRACT 'C' 9 600 s F ) . _... ----------____ _........ R"'7Bo20 C7 ' .. ____ ---,:::::----1.,1<126· LANDSCAPE __ ,,_ ------I / T•7184' ~ . ----:::=.--------s,o5.'16'Q1" I . 2,855 SF. . • ,~~y .... •. ---0•716.10 . • C6 · \'{ -\;;;:r / w PROPOsED:;;fTi' l:~~~DuNE' 1;~ -~ 5 R,~ • '~. SAWTARY SE'1'R I I N<.L6 / I ' ~ "-9,600 S,F, /" EASEMENT ( -S:.-"J' < ~ -5t£N01E 11 / '°0 £._o,, • /\ '. , 3,140 S.F. 3 I I 'o'''"-I 15 'o . \1 11210J9UG3 --. ' cs ~ N • " 't,'31:l ~ y;~·~ '\ FIRf DlS m1cT #JO '/ \ ., , / 6 ..... TOTAL BOUNOARY ''\ / ,. \ 392.630 SQ FT ·\ I I f. 15 L 9,602 SJ j;· / \\ 9 01 ACRES \ ~·o, C{ . ~ /iJ " / \\ o,~ '"7 ~\. ' I[') /-.,7 --II (;fl," ' 14 ,\ ,,., . ~ " ~ UST LIMIT, --~ l;: I ct, Co -~"3l,y, -,Jl )< 9,62J S,F, \ C .·'.'1'_·'"'.''" I . or l!l' .. rcANIJ ~I oe / !ii El; "/ ' .___ ,~, -.J 13 \\~ ~, \ . cyi\. ,,. SJ~vlE-FA~fl.Y I ' B' ~z I ~----,"" I 9,601 S..F. \ \ BUILDING__.,.\ ~rou~~ / '7J f[S1D£N n,_ / z ~ :; I;: SETBACK UNE \_..--: ~ ~-I £ UNE W 531)' ---I "' z ~ (§ l_ \"' S \ / ' I' N , 12·, NE 1 /4' tw 1(4 \ I.!'., ii' LOT LINE -\ \ \ ,,i()\) ,.,,.. "% -~ 'g ' . . . ,. \ ~ \ .. ,s ,ff """""' , . ..__,,_ ,, ,,,, ,=,s 6QO : "• • "'03;; ,_. '" ,p ---·-·-,--,··-·-------------··-·-·---,-----f---· _J_-1 T~CT 'B' 1 ? r ·--,;, f!.Z.'t:,-~ ,,"''c \ --7 , 1 ::: , \ 1 1 'r ,,,o, ,,, 2 • ,,,,__ -••• ~ ::.----~ .. , WETL BUffER cs-20 -sETBACK ·--~ 16 SElBACK le""'' I ~-f J f·'" sr i i;, II , I (TYP) ·-1 r,e 9,605 SF, (TYP) y §! I . ,,l 12 / m , C15 -~~ i'fi1' ,~ .4, <: "' ' 20 I L I CJ ;--~'011§:,:-J &/'~I/ , _f;&/ / 9,62BSJ i:fq1 '·-----~!!~''!.('.:,• -_../-"'clo,x· 15' SAMTARY-~· I / / --&g,54--__ ~1 .. ,/" /ffe""' /ri<t ( ---iJ"'n ::,, ~ /SEWER EASEMElff 100' +----LJ 8 . §/ K I ,, ---' z 'ERPlhl / ,j I -/ -::::..._ "" S1t / / "1 8 TACK ,1111 M,llrn Oli <DP / / ,,:;, / 9,618 SJ '• ' r .:._::f-0'"!!· ---_} I / 17 I /fl o/11· OF 6 wrn~) l(NCf rosr \ ' j r -5/8" RU.lAR WHl! CAP & ~-3, 2~----:;z-_, ,4 ,. "L"''" LS ,,1,.< _ Oil' 1 \ . 1 , "" "Sf&/, IN(" 1W115 ; ~.:; ,~c, r 1 ~1 :.~ ,,..--,.,,, SF, 1 . . NornH / / ,,. . ~8t\'. ci / Nl554ff1t 020' 1 M , 1;<1~ 1 2· J S. LIN!:., N. 1/1., NE '/ 2:.l46 W / ~) . / 9,617 ss. [i; )( """ --· " L 191/J~-------/ -~'1 --ClO C12 / ~t f L.------I DUMAS BAY NO. 2 -·--.,-U4.H V .. -18 : / / /'-..__ ~,OM-/ \/ /, 1/2" REBAR~™ CAP C11 ::-;;,,.El'OJ'iB'.~-----J r 12,526 st // & 1Ac1< "BPS&E LS · . \ ·L:::.. no..ro: I 1 / TRACT rlD" / \ 2115510560 " 128'/0/LS10XXX" S8 . -1 / , / _/ su,u., N1CHoLAs c ~ I L inn 112' ~ \ / / PARCEL A RiY / 19 ~ / / \ & 8£\fRLY A ,, ~ :,3 · / -~-'V / f/,,j ~ 20 9,613 S.F. / / 56 / ,/ ) --~-\3, & ';', i•J ,·\, /4f1 9,608 SF, 'f :1 / / " ' J 10 .I:'/ I N 8/-.,., ,';? <o • o I / j;; ';· 9 dl 9,600 S,F, /!? , -// / I -~ // I ~LOPEO "' ~ ,.870S.F. \ 1 ,,r, // : s· ir 1 "--< SINO£-'AWLr z / / SETBACK --RESIDENllAL • (TYP) 5' _.-----· _ __ ~__!14Tll PLACE__ \ __ I_ .. __ _ ---, L NllB~f"..;:-_ L __ -L SB!/ihl('-J /.1 sea~s;in ___/ ,/L =--s,~~ _ __[ ;:_ 1=____ -~~5'46"£ l \ --------i --· _ _.-/ S. UNE, lt 132', A N88'25 46"W 653 00' 1--,,.~-----"-. RE9AR & CAP 'LUND SE 1/4, NE 1/4, SW 1/4 [ / ' I -------_, ----• 55 0,,50 16113" S87U7'38"E 1.50' I / \ J \ i~RO~ 81rnY / / FEDERAL WAY PlJBuc scr100Ls : ./ \ ' 1121039095 ,1' ' /' . ; TRA/:i( C' I / / I / -----\ " I ---+-+ { (, { ;Y > 11· ), '\ " ' ·1 t < -----I I I I I ------I --·-·---------~-/ I I I I I I I I \ \ \ \ I I \ \ I I I ------oo' I 5 I I I \ \ \ \ \ \ \ --" ----300' ·--·~------/ / 28 ,/\\\ ? ~\ 9,921 S.F. \,.S 9,640 SJ. \ \\ 9,frtlB SJ. ~-----' -----/' DRAl~AGE EASEMENT -PER Pl.AT OF ThlN LAl<ES NO. 6 -WIDlli UNKOWH 873\990290 HAROlu E. RANSOM 29 J v--·---::::. ... ---50.-41'} ;;.;;-= -~ \:r--.. B731990280 GARY L & JUDl1H C. ADAMS 2B ~37'57'56' (37'58'48") i(-'100,00' lec66.26'(&6.29') T""34.40' EASEMENT PER P T Of TWIN ~~~ ~~ ,·~~~ 11 ii i 30 \_ 35' TEMPORARiJ AROU . LAKES NO. 6 ( ll AUTOMATICAl,lY IRE WHEN THE PIJBUC SIRE'.ET IS EXTENDED AND MA!NTAl_t£0 BY A/PUBLIC AGENCY) '~ 0~ ~ ,& 11 6731990300 "" JOSEPH C (}IC~' 31 • n enrn903'0 !r--S[MlH S SADJ r, " I , / 11 BOUNOARY ~ RA[)JUS ' / / IS'./'so, ~'O:;,/.S;,_,., ;:o~ (' '>. (' ,?o-<q,, <"6t~ ) ~'j I .32 / ' 100-FOOT '... k 1 TW!N LAKES ND. 6 I VOL 10'1, PGS. 32-33 "1 ' / / ', I )'~,/ ' ' ~,::l E" 0 dfJ DE\<T;LOPED SINGLE-FAMILY RES!DENTIAL I (1, ~ s;q_.:f I~ $f, i I I 34 --fl I -I 8731990350 35 -....._ i l GERAlD CARLsO:· & JUD11H L "---, 8731990360 " JAMES W. & ,, I ' MOORE -.._ " :\ \ ', / ------f' \ " l(~\t~0fuimuR ,1 // \ \ " \ CORCORAN _ ---' ......._ u1.1, ............... ~~ ---------31" COTIONWOOO TREE ' ----........-1 I f'EDERAL WA'( PUBLIC SC~ ..... I 1121039099 ""f..._ I I -~-' I I I I I I I I I I I I / / // / --" " \ \ \ \ I I / \ \ \ I I I \ \ I I I I GRAPHIC SCALE 60 0 30 60 120 24'1 s·~ I I I I ( IN FEET ) 1 inch = 60 ft. I //_/I I / I " , ' ,"'<;,-:i-,, "L.1··, ,,1;,, f:. PUGET ISOfl1VD h1"!''' ~ ' ) ~ ---I ~~ I ss'rGt-t;.I EXISTING --l'P --/ -· ·-1so--./ D ® () u [Yj b 'w .. , .. ,._, (~.:8 IQ] lfj !Al ~ [~ ,-',f_ Gl -0-fc-0 4-)::( a--___ :=. El) [P,] ----o----· ---o---Dlfa'·(!S BAY S~ ~-,ffi! K VICINITY MAP N,TS LEGEND PROPERTY /LOT LINE EASEMENT LINE ROAD CENTERLINE EDGE OF PAVING/CURB LINE CONTOUR LINE STORM DRAIN CATCH BASIN CATCH BASIN TYPE 2 STORM DRAIN LINE SANITARY SEWER MANHOLE SANITARY si:wrn LINE CLEAN OUT WATER VALVE WATER FIRE HYORANT WATER MAIN LINE ASPltALT PAVING CONCRETE ROOF DRAIN LINE ROCKERY GAS METER WATER METER POWER TRANSFORMER ELECTRIC BOX, FLUSH TRAFFIC SIGNAL BOX STREET LIGHT GAS VALVE UTILITY POLE GUY ANCHOR TELEPHONE RISER SIGN (AS NOTED) SECURITY LIGHT TRAFFIC SIGNAL POLE MONUMENT IN CASE POWER VAULT CHAIN LINK FENCE SECTION LINE WOOD FENCE PROPOSED /·-·-130 ____ ./ 1111 @ --D,--9 --s---• :){: .._ ,. -w----c=~-::~] ----i,[r-·---c:...:::1l JL ~ ---o---@Xc"iV' ,,,CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 © ro 0 L C 0 lf, > © a: <li<ll<ll<ll<ll ± I EXPIRES /@ I 27 / @8 ~ i ~ ~ '8S 'II i I ~ ~I~ I (J ~ I-a: iii -0 ::c z~ cc I-::1: z 3C ~ w a: _w > ::c Q~ z~ ::, I-0 ct (I.) ~ 0 " 0 ~ "-" ~ ~ "' .. ~ ,:,:. ll? 1) 1nm d --. I I~ "' "' ~ "' "' " """ "' --® "" 00 1(:1 LI? ~ C\!(;'IJ .... ~, a •••• 11) ~ ~ fll 1:1:H! 8 0 ..I ..I w.., _,_;~ (/) "' .c "' ~ N<l.'. -"' 0 -~~ l() ii:: 0 0 0 ,._ ' -... co "' "' N ~ Cl) I-z w ::!! I-u, I.LI > z -~ 0 0 a: m I-0 .w I :J -C ID D N ,._ "' co 0) " :,; n. :::, ...J _J " >-:::, n. d w 1--5 (/) w· z 1--w w a: 1--(/) I 1--0) N ,._ "' -s· ·------------! Designed: ENO ENO SMS 01~-103109 (, ~:-CITY OF FEDERAL WAY PRECONSTRUCTION/INSPECTION TEL. No. (253) 835-2700 Drawn, Checked: Scale: Date: PERMIT NO. Job No., 1" , 60' 08/02/07 05170,0 CITY OF FEDERAL WAY Sheet No.: APPROVED BY: ________ _ XHIBIT DATE: of 1 Sheets ', ', f l 0 m >< ', z 0 LO UJ o ru o 0--ID ro -z ~ 0 ', G? mm ;s:z z "'0 0 Cilen t: SOUNDVIEW MANOR GREAT BLUE HERON NEST EXHIBIT WESTBROOK INVESTMENTS, LLC 437 29TH STREET NE, SUITE G, PUYALLUP, W~, 98372 1253) 841-7000 1CES.NWPVC f CIY/1. ENBINEERINB & .SURVEY/NB 5210 12th St. E. Fife, WA 98424 Bus: (253) 922-1532 Fax: (253) 922-1954 ceservices@qwcst.net ,.·· "· ·~ / l2 / / ~;/ / ' -} c- ., ___ ~ l I I en I o· c:: z C < m ,E- D e==------------~--------------1-----!----------1 D Revisic-n· int Date: !.; ), ------------""'--~·---.. ------------------------··--, ····---POLE ID NUMBER 2514-1-SL1 ,3-1 2514-1-SL1,3-2 2514-1-SL1 ,3-3 2514-1-SL1,3-4 2514-1-SU,3-5 2514-1-SL5,7-1 2514-1-SL5,7-2 ' 2514-1-SL5,7-3 '• Ordering Number Logic M·400 with Cutoff Optics !MSCA & MSCU rn"' 1-0 10 = lOC-l.S "' 1SO (55V) . I !1d'5 \:.:_1.isct.,.e 2-0 " zoo M--400 1'11\h 24 = 25QJ400 @fu: f:ee Ballast ;o-.,; lW/208/240[ SeP<ction Tollte m Mttlf1Joll • ~ Au:oreg ':'< 1 "' 120 E "' 1noutl1on NOTE: Receptu:1¢ > 2' ~ 20!! Ball,,t rnrwctedSl!1rn•·'·'' il'\dvde<l. 4 " 277 wl'Ji e~a,p! (15 nolf-1,, 2 STATION ANO OFFSET 33+87.05, 27.03' RT 35+57.53, 27.00' RT 37+32.83, 27.00' RT 38+70.78, 27.00' RT 40+82.53, 27.00' RT 1 +64.13, 24.00' RT 3+50.09, 24.00' RT 5+50.50, 0.00' RT C ~ cr-orwoifi:ter f "' Fv;ing [Notovoiiob'e w-tr multivolt or duol wiltogel J ., Line Surge Prot«!or, Expvt$;nn Twpe Cutv/7" Optics 25 = 2~>0 2-Bo-tt 12 " 32\/ 5:i,afuw , • JS ~. 350 ::-6 '~"" 400 • c,. Previci;sly 84 ~ 85 Hl[);ompnot .13 = 24() G ~ Mo9·RcQ volmgeos~rnt :: -~~ S "'~80 Gr,;~rK!i:!d Older PE (Q,,['·,;i-.-: • 7 "120)(24{) Srxk~1Sheli S€pOfOtf'ly ' B " {ll()V fh H?f Bait~st 12CV PE Rea,:tor R~~p:oc:e not.;. Of log 2 "Type Ii .1,3\'~ TypQlii • "f'lrel'iou,,y !ESNA fv:1 Cutoff Optcs * ~ PrevJOoSIJ; IENA Ful-OJt,.Jr Optics IUL net DVnilcbiej U" ®!,® '.istecfw1th glass W\J 160Hi'Only) !E5'11/\ full !4000Kl C~\olf Optics IH = 85 IJC{J!JK) NOTE: :)uol wattage C()!ln~cted fo· !0\'JBrwottage fttOfrl1BC!Cbl~ U M "' Mag-RiJg 0=3'17 N fPF G " ma,277 Reactor T = 220 orlog_ W= 230 P ~ CW!wilh Grwrwkd fil!tk sockmshell 6=220 R "'230 Y 2110 NOit D~1ol101b:lgs" connected :'or lowl!r vdtcge Ballast Selection Table 150 .. t.·55\/I _ .' .. 'PS·---H •. li,A ____ . G,H,t,1_,14 ______ G.1M --~---~ .. G.M -.. ·.t l.·G,"i.;M ... --.l. G,M ...... &~"·"-G\H,M',N G,M .--L NI .. '.· .. '".'A__ NIA .-N/.·A· · .. +. NIA_. '1·.N/A.· .' •. 2DO H<S A,G,M,P A,G,M.P A,G,H,M.N.P 1 A,G,M,M,N~M,P : AMI ~G,M A.GN A,G,H,M,N /}l!A H tUA 11A \KfNIA NIA ; r.!F00 .. ·.:[~~ I:.~r.-;::::Nr I::::. ::·? .;.::.::p. ~::::.-.. r-. ~ •. ;::::·:··· •.· •. '.·;.?.:.' .. ::. ·~ ... ; .. :.:.··.!/ .. t··I .r.:: .. ~:~ .. :'.:·1···· ':.~:.: ~ -.·~ .. ! ;.-.... ·~:--~ ..• r.~:~ ... · .. ~:.~;.· ~'..i .. M-:·!. ·~;~----<~:~~--:--~ .. ~~ ·: .. ~~~=: ~~-~~~~t~-=--~1: ~~+1~~:. ·_:. --~ ~~~ ~~=--: .. =~~r~·~:~~-~-~~:-~ ·-~j~ ~~ .-~~~ --~::+ ~;:_, ~.'.:_~ ;;~---~:~~ : -: ···--~ ~ --····-------·,-:------·""'":·----.. l~j: .·.:•-"'""·'+~~t-----------~--·---+~j~ , ~~: ""~~~-~;~ ... -f.~j: ~;~-I iCoX-,.,,_ --............... _,, .... , .. +---·--·-J .... _ ·---.. t·-, .... ,. .. , ___ .,,+' . . ................ , .. , L.:.'.::'.::__ EPM4 A--~--A ----A --·-·-........... 1 A_,, -·~-, ........ A -......... -l. .. J\ ........ , .;:_,A,,~--~+ .. NI~ ................ ~ .,......... 1 NIA N/A NIA r~/A ·--I N1A _ NOTE: :J/A~ Notovo;lable.. ~Notovoilabh1 in 120 X 347. ''Nat 1wciiktble in ZOO watt or 3lG wan ,UF ,,rAntoct Manufacture; Photometric Selection Table j ;:.~i~1HPs :± ~~ .:~3~~i~~~.01~~. ~~.'. --~I~ .. l~;. ·W._iGJ16•JJs~. '.'. s·.':j· .. ·~.J.::-·:: .... 1 · !f~!!: .. +:. !~.~~ =+. ~j~ ....... ·-1 175.250,3.20. 1 tPM~=t45034f-{--1~o.ltf7 N/A HtlA I~so3so "j-r-;/A 11/A; ·I 4sos1;4 f 4S054s:-=-J NIA L ~sc, ,;o_o _____ li£MH __ '1s2aaok .. J}s2ea2• ~I NIA ____ NJA __ NIA ____ l NIA·----~76_J __ 4so21s __ __,,so376 .J ... NIA-------.. NOTE: NIA"' Not A,;mloble C!f "'Coma ct Mam:focturer "Re-qt.iires tlw use of ED-2S lornp 7'2.SO watts r:.ox;mum ·t, ,• _\_,,,,.,tc..:'>,~''W ', ,';~~. o ·------------------------------,,-,.-,.-,,-·----· ---------/ /, F-? 1.,,J!-\,'" .. ' -. 0 -:'7"'--~ ¥11 • > ~,J ~~~'l!'ai ,_ ,v"i \ ·,-Ji·,,.,' ~ ,,,.,,_.t,,-',,9,' -,J" V 11.,;;•'1 " _._,. -1" '··'"" ·';i \ "-' 0 ·-~I)'·· i'>"'.:~0-i..,JV·'.$.:, ;i} .. .J .. _,. ~ ~I ,,,. \ ... ,-C'C'c·,;·vc;: ____________ . ________________ _ ~-~~ "'~'= -"<'•·,, ,.,,, . ~ y-11..IGIHIT POB..IE FIIXTlUJRE AlfflD WOROIMG ICIMIIEDl\JJLIE LIGHT FIXTURE HEAD DESCRIPTION POLE DESCRIPTION MOUNTING AND REMARKS CIRCUIT NUMBER CONDUIT AND CONDUCTOR Sl~E:{ COMULATIVE VOLTAGE DROP FROM SERVICE CABINET "SL• HEAD: GE ,-,, . # MSCL-40-S-;1'-J(-1-2-F-;3'1'LL;5 {1} 400 W HPS: 240V: TYPE 3 DISTRIBUTION HEAD. GE •·• .,,,, • ,1--W't\-~ # MSCL-40-s~i:f-f.:.1-2-F-.3' c3 (1) 400 W HPS: 240V: TYPE 3 DISTRIBUTION HEAD· GE ''r qi;i, .. • " ,, • .!' •' ;a~. # MSCL-40-S,ff-;!i-2-2-F-1 ' (1) 400 W HPS: 240V: TYPE 3 DISTRIBUTION HEAD: GE -r· # MSCL-40-S-fo-/l'..'.1-2-F-t3iv\ (1) 400 W HPS: 240V: TYPE 3 DISTRIBUTION HEAD• GE ~,-,,;i. • ) .ff/,</' # MSCL-40-S-jf'...,(-1-2-F-;JHD:, (1} 400 W HPS: 240V: TYPE 3 DISTRIBUTION HEAD GE , .. , "''"' • "'?:}·i~~"'' . # MSCL-10-S-Jl'-:A.:..1-2-F-;3'1'', 1l 100 W HPS: 240V: TYPE 3 DISTRIBUTION HEAD· GE ·,i-"··' • r ;Wt>i!I. # MSCL-10-S-0-.¥-1-2-F-,3' (1) 100 W HPS: 240V: TYPE 3 DISTRIBUTION HEAD: GE ....... ;1,,j\ # MSCL-10-s-,&-J.:.1-2-F-,1Hk:, {1) 100 W HPS: 240V: TYPE 3 DISTRIBUTION POLE: VALMONT # 350085106D42 POLE: GE # 350085106042 POLE: GE H 350085106042 POLE: GE # 350085106042 POLE: GE # 350085)06D42 POLE: GE # 300085110042 POLE: GE # 300085110042 POLE: GE # 300085)10042 PROVIDE WITH 6' DAVIT ARM AND 35' POLE PER CITY OF FEDERAL WAY STANDARDS. FIXTURE ON SHEET E2. PROVIDE WITH 6' DAVIT ARM ANO 35' POLE PER CITY OF FEDERAL WAY STANDARDS. FIXTURE ON SHEET E2. PROVIDE WITH 6' DAVIT ARM AND 35' POLE PER CITY OF FEDERAL WAY STANDARDS. FIXTURE ON SHEET E2. PROVIDE WITH PHOTOCELL RECEPTACLE FOR LIGHTING CABINET, PROVIDE WITH 6' DAVIT ARM AND 35' POLE PER CITY OF FEDERAL WAY STANDARDS. FIXTURE ON SHEET E2. PROVIDE WITH 6' DAVIT ARM AND 35' POLE PER CITY OF FEDERAL WAY STANDARDS. FIXTURE ON SHEET E2. PROVIDE WITH 1 O' DAVIT ARM AND 30' POLE PER CITY OF FEDERAL WAY STANDARDS. FIXTURE ON SHEET E2. PROVIDE WITH 1 O' DAVIT ARM AND 30' POLE PER CITY OF FEDERAL WAY STANDARDS. FIXTURE ON SHEET E2. PROVIDE WITH 1 O' DAVIT ARM AND 30' POLE PER CITY OF FEDERAL WAY STANDARDS. FIXTURE ON SHEET E2. 1,3 \/ ,_,.,--\' ,· (1) 2" C. W/ (2) #8 Cu. W/ #l'2 Cu. GND 0.97% 1,3 (1) 2" C. W/ (2) /8 Cu. W/ /12 Cu. GNO 0.75% 1,3 (1) 2" C. W/ (2) #8 Cu. W/ #12 Cu. GND 0.31% 1,3 (1) 2" C. W/ (2) #8 Cu. W/ #12 Cu. GND 0.75% 1,3 (1) 2'' C. W/ (2) #8 Cu. W/ /12 Cu. GND 0.97% 5,7 (1) 2" C. W/ (2) #8 Cu. W/ #12 Cu. GND 0.14% 5,7 (1) 2" C. W/ (2) #8 Cu. W/ #12 Cu. GND 0.28% 5,7 (1) 2" C. W/ (2) #8 Cu. W/ #12 Cu. GND 0.33% ROUND TAPERED ALUMINUM Davit Arm valmontV ROUND TAPERED ALUMINUM Davit Arm valmontV 6' Single STRUCTURES Job Name;--·-------------·---------. .,···-·" ; Client Nome: ~--"·"~~----,--~--Job Location· Ctty: -·-----·---·----~-----· State: : Created By:--· ___ ,_ -----Date: ---R R"' l~rn;nd 200065106042 250005100D4Z 250075106042 300065106042 300075106042 30006510604Z 350075106042 350D8510604Z 350066105D4Z 350095106042 350096106042 350088106042 400085106042 400086106042 400095106D4Z 400096106042 4UOOB810604Z Quote:--------·--·-· _ Customer Approval: ··-··-·----· ·-·-------·-------·-· Dato: ~~---~ -·---.. ----·-Polyester Powd« OWH=owtlite OSS = Sm1dslorw BR "' Burgundy HG "' Hunter Green DNA"' Nalurttl Aluminu IAnodi;i:ed 204 "' Clear 1'.!atura! 311 "'Ligllt Bronze· 312"' Meo)U/l'1 Bronze• 313 "Darll.$ronze· 335 '"'Black~ OGG= Charcoal Gray 11·DumnmllcAnodizu DMB "' Medium eronz:e S8N "' Sanded Brown Bru&h-ad DNB = New Dark Bronze SBF,,, Sa!lri,B;ustwd ODB "' Omk Bronze SBK "' Sanded Black DBL"' Black DSB "' Steel Slue DTG " Dark Green DBR"' Re<! SC "' Sper.ia! Color (<:o~tact F~~tory} Anehor Base Detail oq ~ Handho1e See Accessories at valrnonistruotrnes.com {Pl<l'M Sp,dfy wHh C<>J,,) ' Bolt Slots/Holes Bolt Circle VALMONT INDUSTRIES, INC. 28800 IDA STr{EET, PO BOX 358 VA,LLEY. NE 68064 USA 800,825.6668 VALMONTSTRUCTURES,COM PANEL: LOC: I M ~ ! m SL SERVICE CABINET • 1 O' Single STRUCTURES Job Name; ____ ... ····"'·-·· ·--.. -~ .. ·-.·-. --· Clicnl Nnmo: --~--------·-----~---------~--.... -. Job Location·-crtr. ·---·-------· '-·="·" Gtnh~: •. "'~ C10<1tOO (ly; ·n--"···------·-----------0.f;ll(I ~ I Proouct ~---~--·-·-·----..... -.. -----·-Om,fo: ,.. • ,,, ·•" """·-~--Cu$tame, Appwval: -·-· "'----·-"· tl,1ttt: L,---------------------------~--------------.. ------·---. ~,...,..,.,, , ........ / ~¥~ ""'" l <,,<-JV\ >NUA'-"",VV'A-,,VU 'Ji' ... , "-----1-'~~I W ~ H1.:mdholoc 40'--0" R R"' Round Sinole 250065110042 250075110D4Z 250D85110D4Z 300075110D4Z 300085110042 300086110042 300095110D4Z 350085-J10D4Z 350000i10D4Z 350095110042 350096110042 3-50088-11 OD4Z 400085110D4Z 400086110D4Z 40009511004Z 400096110D4Z 400086110D4Z 40000011004Z ----[Polyester Powder OWH"' White DSS = sandstone BR = Burgurnly HG "' Hunter Green DNA= Natural Aluminu; OCG "' Charcoal Gray DMB ~ t.-1ootum Bronze SBN = Sanded Browr1 DNB " New Clark Bronz, DOB "' Dark. Bronze SBK = Sanded Black DBL"' Slack OSB = Steel Blm, DTG = Dark Green OBR"' Red SC "' Special Color (C,,tit,ctf~) iAn.odli:itd 204 "' Cl.ear Natura\ 311 "'Lignt Bronm· 312 = Medium Bnmze~ 313'" Dark Bronze' 335"' Black• •oumnodic A.hodize Brushed $BF"' Satin Brushed See Accessories at valmonffilruciuros.com 'tPoo;,I;~ Sp,,cify woh Code) .. "-"'"~--.. -,,,_ ~---~·_J '·----,----·"-· VALMONT fNDUSTR!ES, INC. 28800 IDA STREET, PO BOX 358 -VALLEY, NE 68064 USA 800.825.66-68 VALMONTSTRUCTURES,COM 1 PH 3 WIRE VOLTAGE: 1201240V 100A MCB MOUNT: FLUSH FEED: TOP 0 ~ M ~ ~ ie ~ .. ELECTRICAL LEGEND TYPE: NEMA3 POLES: 12 SF MAINS: MINIMUM . SYMBOL DESCRIPTION LO/>D 1,11'1. 1,1ft CIR orum "'"' TYPE LOAD CIRCUIT DIRECTORY NO. p AMP A B p AMP NO. CIRCUIT DIRECTORY LOAD L 1062 DASH PT RD LIGHTS 1 2 1062 1 50 2 SIGNAL BRANCH ---.... -LIGHTING CONDUIT L 1062 3 20 1242 1 20 4 (GFCI) RECEPTACLE 180 llll LIGHTING JUNCTION BOX .,. TYPE 1, SEE SHEET E3 FOR INSTALLATION DETAIL L 183 SOUNDVIEW DR LIGHTS 5 2 283 1 15 6 CONTROLCKTBRANCH 100 L 183 7 20 183 8 SPARE 9 2 10 mi SERVICE METER CABINET, SEE SHEET E3 FOR DETAIL 11 20 12 2490 TOTAL THIS PANEL·> 1345 1425 TOTAL 280 ...--0.. STREET LIGHT POLE, SEE SCHEDULE ON THIS SHEET LIGHTING(125%) = 3112.50 1345 1425 TOT AL CONNECTED LOAD (VA): 2,770.00 RECEPTS<=10000(100%) = 180.00 LARGEST MOTOR(125%) = 0.00 KITCHEN LOADS(65%) = 0.00 TOTAL CONNECTED CURRENT (A): 11.54 RECEPTS>10000(50%) = 0.00 OTHER MOTORS(100%) = 0.00 APPLIANCES(100%) = 0.00 RECEPTS TOTAL::: tBC.Xl (l}iDTDR '.T.2!.AL,,.) OC· DED!CATED(100%}"' 100.00 TOTAL DEMAND LOAD (VA): 3,392.50 ELECTRIC HEAT(100%) = 0.00 WATER HEATERS(100%) = 0.00 M1SC{100%) =0.00 TOTAL DEMAND CURRENT IAI: 14.14 NOTES: L=LIGHTING, R=RECEPTACLES, H=ELECTRIC HEAT, M1=LARGEST MOTOR, M2=0THER MOTORS, v.H=WATER HEATERS, K=KITCHEN LOADS, A=APPLIANCES, D=DEDICATED, X=MISC, SF=SUB FEED LO/>D TYPE R D I I I -~ !! ~ ~~ ~ O> O> ~ i~ o~~ i c....: _§ cli ii I 0) it: ~ l11@i ·~Cl)! 'Iii· ~,-;-l ~ ~_.,1,, 0 (I) ~11 OF DOC UMEi~ TS t\l..l Ml\ f[Rl;\L HEREIN CONSTITUTES THE ,)F:ICINAI. AND UNPUB dSHED WORK Of THE £NUNi:Jl: AND MAY NOT 3E USED, DUPLICATED ()K: Ul'.J.'U)SE.D Wl,-i-10:J~ THF W'RITTEH CONSEN-f ur H-IE ENGINEER. COPYRJCHT @ 2007 fi'{ HU" ['/lCIMt:fJ.!S, INC f\l I. i"<l(>-ITS Rf.SCRVED. I I I fl::: 0 z c., <( z -~ I-I c., ~ -w .....J -> I-w 0 w z fl::: ::, I-0 V") V") 0 V") z~ w ::, (j 0 WW .....JI c., u z V") j:::: c., IZ c., j::= -I ;:: c., w-w .....J fl::: 0 I-z V") <( DRAWN BY: SW ~ff'll•n DV, .. lf""'r-":'!f_-,.,1. M1~ •. .-;: r.""' r·"~-"':.:,1,Jt},~1, ~ ,~,, REVISIONS: t1 r, ;-, r~ "t ;-,;i.J L1 tt.' :tp /.;l OF P}'.GLR..l\t \A/J\Y .!'~,, DRAWING No. El DATE: 6-25-2014 PERMIT SET PROJECT No.213-366 z 0 I-c., z I (/) <( ~ >-' <( ~ --' <( C<:: w 0 w u.. ----------------------~-------------------------........ -------····---·--··»»·---------------------------------------------I I II ,I I I I I ~ I I ~ -----/ I ,I I I I ~ ~ I II ' I \ \~\ I I ~ /I I! .. ··/);, ~ ~ /~ ~ /. ~\-/ / -/0,. \ // ~, / // // \\ ~ ./ // ,,,. / \ ... / --/ ..,> v~ ,..,,,.,..,,,. ,,,..... / ,,,..... / r\ (,..,,,. ,..,,,. .,,. \ \ / / \ "\ _,,./'/ \ \\\ /. vi I I I / / I I I I I I I_ ~~ /// / 111 .-z\,j,/ · I I I I , I -~ I ( I ~ ~\ \ \ .. --~-::--\\ .<;S / --/ / \ ,__ ----:__::_:::::,,,--/ / \ \__.---___,,,,..,,,. \\ ~ ----, C \' ----/ I I I I I I -0 ,i l I i I I I I I I I I I '"' I I () I I I I \ \ // _/ \ " -'1/~~ ( I I WETLAND --...... 1 UUFFrn l lNE ~ I I I IOO: WETLAND BUFF[R ~-I I / /' / / I j /'; I I I I I j I I \ I ~-~l)i:::;.1Ai1~1 1 ~-'> X--.....f'\°" ,~. \);,<; --~ .~ / ~\,','"" _,,,, 1 I ____--.,, _,, \ , -"-1 ~-~-. ~_:.:::·-:::-.:::-:::::::::-~ :......:-=~ ---1 .,,. ~ ; I . . \ /,,,.... -,..,,,. \ ...:::..--r::r-=--=...---·---. . ---· ... -·--· --------n ----I > / I I I ' I 1 ':, ----I I I 04 .. ,7+11 I I / I\, @ _,JI I 7 .:/_-/1 r . ' : 11__ --=-~--=· -------JI / I 1:1 ~'111 ------· r----· --1 ~ ..,.,,,--~ -·· ,/") -,/1, -/ 11r -------=--~~---I :1 I I -·-· ---r" I; ------=---~1°·· ,/. /; L __ _ I ,1 I r"------·--·~-1 L / I t -/' .---_ ·---· ---_ r;= _----_ I I i .: f' 1--· --.=-::: -. --_ -·--=!_j II I _-..::...:_ ---~ ··. -_---_-_ ·----,1 // / '· .,.-/ / --·--·----=--l I I .· -------,;--0 , I , 1; ,) -·--7•,,1 0 ',_ IL I, ' " H -L ----1, -'f--... ~1· / --I L _ I // -<''' I r--~ ~-:------:__:__: __ : : -·· ·----_ I--_-_ ------/_ /? I • I -----. -=-~--... --_ ::...... --= ---_ .. -_J I-... ----= =-----=-· -~ ---_j _---I I ------=-·= I -· ---= =--__ ~---!,/ -/2/ 7 I I l /"1 i /-y L --·--I I I , sJ_ I 1, / ----------/ I fl__ l.·1/ }r_ .. '.1 // 1/(;;-----=-------···=--=--=--·--J Ir ---_ -----I : I II-,, I /!' I --.··---_·--_-_ ~----I, --=--=-=-= -· -..::::..._· =--=---_j// .. JI I J/f -----/ 1/ ----'r-1 I !1L / // 'ii -i·I I -+-·i···I __ ----L • I I • I ,1:i-_--~--=-----=-_::-_ -_ --. -· -·-----. I / ---/ I i;s/ / --____ ·--_ -_-___ _J~ t---------I '" II --_ _ --~ 1,·---------_ 1 I II -·--// ------____ _Jn .. 1 __ 1._,,1 --, --m -11 I / _ ---7 ,//-I -·-. ' I\( I. _ _ _ / / I I 1 ' ~ ~. \-\ -·---II , _ 1i;Y / " '~~-~\--=-------::_ ·=------_J ;1.1 I/, \\.\ ------=----' I I I \ \\ .. \ --l ,, I ',\ , ----\:!-L :. -\ \·\ I I I I I I // / // ./ / , -. I • _.; ,-----j I j ';\ __ .\\ ' hl r-----,..,,,. .,,."'(\ \ . r,j -------> -0: ' 1--..j :1 -------\ \ ~;, . ~-i.~ ,,__ 1 I ) "' '·. ...., ~ • / ¥ Ji'--.__ '-. ......... il / ,-.. ~. / / .... ......... / .l "' "-.,,. OL #/ / ".... "-.. '"'· / I \ \ \ I I I I I I I I STREET. Ll!GHTING I I I I I I _/,..,,,./~/ ////// ,..,,,.,..,,,.-.,,.~-/ //~// Ji!) 2 / / / I ',A~ • a -?S!4,--&5 7-3 .,,_ '-,, -._ I / / / '-. ---' ----• _,,; ' \ ' ---.::> ·--1 / / f// -1 1 I ---_.-\' \ --. -----':::--. /. / I I \ \ ,,.1 ---------I I I \,\ I~ ....... ' ......... - - ------·-_\;_:____"" ......... ~ ......... I I I I '-. ......... ......... '-.. ......... SCALE: 1 ·=ljo'l-0" \ \ __ \\ __ _ --·------.;______ [ ] ~-~--.... n--'----· --PLAN \ CITY OF FEDERAL WAY CONSTRUCTION NOTES 1. CALL BEFORE YOU DIG, 1-800-424-5555 (48 HOURS IN ADVANCE). 2. ADJUST POLE BASE TO FINISH SIDEWALK GRADE. 3. AN ELECTRICAL PERMIT FROM THE CITY OF FEDERAL WAY BUILDING DEPARTMENT IS REQUIRED PRIOR TO CONNECTION TO THE POWER SOURCE. CALL (253) 835-2607. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET. UPON FINAL APPROVAL, THE ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE, SO THAT ELECTRICAL SERVICE CAN BE AUTHORIZED. 4. THE CONTRACTOR SHALL NOTIFY THE BUILDING DEPARTMENT TO INSPECT THE UNDERGROUND INSTALLATION FROM THE POWER SOURCE TO TtJE SERVICE CABINET. . 5. THE POINT Of' SERVICE CONNECTION REQUIRES CONCURRENCE BY CITY'S PUBLIQ WORKS DEPARTMENT AND PUGET SOUND ENERGY. 6. IMMEDIATELY ,f:OLLOWING FINAL INSPECTION AND ACCEPTANCE, ALL HANDHOLES <$HALL BE SPOT WELDED SHUT WITH A 1" WELD ON ALL THE CORNERS. COORDINATE WITH FEDERAL WAY PUBLIC WORKS DEPARTMENT :FOR ALL JUNCTION BOX REQUIREMENTS. 7. ELECTRICAL .CONTRACTOR SHALL COMPLY TO ALL WSDOT, NEC AND ANY ADDITIONAL REQUIREMENTS BY CITY OF FEDERAL WAY. 8. COORDINATE] ~LL TRENCHING WITH PSE POWER, QWEST, COMCAST, PSE GAS Ll~ES, AND ALL OTHER UTILITIES. 9. ALL ROAD Oft DRIVEWAY CROSSING CONDUITS MUST BE RIGID METALLIC CONDUIT OR PVC CONDUIT SCHEDULE 80. ALL OTHER CONDUIT MUST BE PVC SCHEDULE. 40. 10. SEE SHEET E?3 FOR ELECTRICAL DETAILS. 11. PROVI.DE ELECTRICAL SUBMITTALS TO BE APPROVED BY THE ELECTRICAL ENGINEER AND CITY OF FEDERAL WAY ENGINEER PRIOR TO ORDERIN(I, CONSTRUCTION NOTES (D PROVIDE NEW iERVICE METER CABINET. SEE SHEET E3 FOR SERVICE METER DETAIL. ·. • @ CONNECT 120/}AOV, 1 r/l, 1 OOA SERVICE TO NEAREST PSE SERVICE TRANSFORMER. PROVIDE 2" PVC SCHEDULE 80 CONDUIT WITH (2) #3 AWG-Cu PLUS GROUND PER NEC. VERIFY AND COORDINATE EXACT LOCATION SERVICE POINT WITH OWNER AND PSE. @ PROVIDE 2" PVC SCHEDULE 40 CONDUIT WITH (2) #8 AWG-Cu PLUS GROUND PER NEC. PROVIDE PVC SCHEDULE 80 CONDUIT UNDER ROADWAY CROSSINGS AND DRIVEWAYS PER FEDERAL WAY STANDARD. G) PROVIDE NEW TYPE 1 HANDHOLE. SEE SHEET E3 FOR WSDOT HANDHOLE DETAIL. @ INSTALL PHOTOCELL TO FIXTURE HEAD TO CONTROL LIGHTING CABINET RELAY. PROVIDE CONTROLS WIRING BACK TO SERVICE CABINET. @ STREET LIGHTING SERVICE CABINET -STATIONING AND OFFSET: DASHPOINT -37+55.30, 53.38' RT. SOUNDVIEW DR. -0+53.38, 27.53' RT. 30' 0 30' 60' M I 1 1 I j SCALE: 1 "=30' -0" ~ !I tt fF ~~ s'i SR m m _i; @@ i 0, .._....._. -i o....: ~ ~ g l11@i ·~©! I•.~~ 1111111!~ g w~r.i l?EUSE OF DOCUMENTS i\ll M!1IE:RIAL HERON CONSTITUTES THC ORIGINAL AMD UNPUBUSHCD wor~K m-THL tN(;INU:.H AND MAY '~01 :3[ USf.D, DUl)UCAlID Of\ DISCLOSCD Wl1l!OUT THE WRITFN :·:or<i:NT Uf' H!L ENGINE'.J(. COPYRIGHT (g /007 HY HCC P~GIMFIRS, INC:. ALL RIGHTS RESERVED. a:::: 0 c., zz <( -~ j:: ~0 w :::J -> l-o ~ z a:::: :::) l-o U') (/) z ~ 0.. c., z -I-I c., -_J tu w a:::: I-(/) DRAWN BY: SW CHECKED BY: MLC REVISIONS: DRAWING No. E2 DATE: 6-25-2014 PERMIT SEr PROJECT No. 213-366 z 2 C, z ::r: '< s ~ <( s -' <( ~ LU 0 LU u.. N <t I "' "' <"1 I "' (n -4)f' 0.D. ALUM. TUBE .188" WALL ALLOY 6063-T6 SA TIN GROUND FINISH ·-\ -,a" 2· ::4= ff=--J l\ {D-~ J (/1 .,.. ' .,r"I.., Ii. 4)f' O.D.~ --y 2" N.P.S. SLIPFITTER ---iL(2)-1/2" 13 N.C. -.c O> "iii JC "' I STAINLESS STEEL THRU-BOLTS, ' "" 4r.\" O.D. ' ilE t . NUTS. AND NYLON N WASHERS. ~063-T6 ALUMINUM ALLOY SHAFT, 0 4,lf, 0.219" WALL THICKNESS ATIN BRUSHED FINISH TAPERED FROM 8" C 01 :;:; C NOTES : "ii a ~ " '" <l} U1 ~ f-::,: Q w ::,: Cl ~ I-z 5 C ::, 0 E C 0 JC -"' "' <l) -' 0 ~ I "' II ~ Cl z w ...J f-u.. <( ::,: ' ri 1. POLE ASSEMBLIES DESIGNED TO SUPPORT MAX. LUMINAIRE SIZE OF 1.5 SQ. FT. £.P.A. AND 60 LBS. IN A 100 MPH ISOTACH / 130 MPH GUST VELOCITY WIND. 2. 4043 FILLER WIRE USED FOR WELDING. J. ONLY THE BASE FLANGE WELDS ARE HEAT-TREATED. 4. BASE FLANGE SHALL ACCOMODATE 11" TO 12" BOLT CIRCLE. 5. (4) 1"-8 NC STEEL ANCHOR BOLTS ASTM A 576, AISI GRADE 1021-1046, 50,000 2" 8 -#7 REBAR AND #4 HOOP REBAR @ 1'-0" CENTERS w 11r.\" DIA. BOLT CIRCLE PSI = MIN. YIELD MEAN DIA. OF ROD STOCK 0.908 ± .011 ", OUT OF ROUND TOLERANCE : ± 0.012" ROLLED OR CUT THREADS PER A.307, CLASS 2A, TOP 10" GALVANIZED PER ASTM A153, COMPLETE WITH (8) 1 • 8NC GALVANIZED STEEL HEX NUTS & (8) 1" GALVANIZED STEEL FLAT WASHERS . HANDHOLE ( 4" X 6" NOMINAL) NON-FLUSH TYPE, COMPLETE WITH REINFORCING FRAME ALLOY 356-T6, COVER AND S.S. 1r.\" f~" ~. 1, HEX HD. SCREWS , C .... 1 f ,I J ;'!; r. 1 o L ~ " .I ' ;t,---f' ! J I • ~ ~ " .. ':,I k 1114 ""-~l ,.,., "' l I f.... i---d 2" SCH. 40 _____.,,-/t ~-l , I _.......-%" -13 NC S.S. BOLT W/ S.S. SPLIT WASHER AND S.S. FLAT WASHER SECTION THRU HANDHOLE PVC CONDUIT 4 .. ., ~ \ CLASS 5 (1r.\) PORTLAND CEMENT__i CONCRETE (3000 psi ). 3'x 3' SQUARE OR 3' DIAMETER BASE. ~~-PUBLIC WORKS LUMINAIRE POLE DWG. ~(); 3.39 ' • ' w --., -. ,. ~I ') i -I ! © ~ . Ef JJ ~ -i llJ.. ;i; ~~o 4 2·-t ,· 21~ OR 24" ]~ ! 1" ~ c= 4 ~ ~ .. ~ I "" ~ ~ -,. .,f .f-. ,·:i-1-I 2!'....._f UL LISffll PER snmwm i503 !lmDIU POil llllll l41 SOOI. OffllllWrl:I. ~ HUTS EUSBRC/PSE SPIC, oo·lw AU. CONDUIT TO Cl.EAR TOWER CENTER BRACE Of CABltfJ 8i' 1/2• Mlli. -SE£ NOTE 5 SHlM TO PLUMB r---ANCHOR BOLTS & DATA FOR , illl=i----JSPACING TO BE SUPf'UEO PEDESTAL -HEIGHT BY r.ABINET MANUFACUJRER © MCTERaASE: 100 AMP. 4 ~. AW f114lB. S'J'E1Y socm TYPE. 51H JAW AT 9:00 p(J:SfllOO {CON'IRACl'OO TO YERlfY wtfH SER\IING Ufl!IIY) © ~ANO.aoAAO: 120/2-40 VAC, 100 AMP, t PttASE, J WIRE, COPPER BUS WESllNGHOUSE 13.143 BOLT-oN IIRfJJ(EftS: H00/2 INJN 3-15/2 11.WMINATION BRAHC!-1 1--50/t SIGtW.. aAANC!i t-20/1 GROOND FAULT R£CEPTAQ.E BRMCl-1 HS/1 comROL 00 6Ri1HCli NOTE: ADOITIOIW. BffFN{ERS W.Y BE NfCESS4J« @ CONTACRlft: UGHTING ~TED, 2 POLE. 120 VH:. COIL. 3-REQUIRW © PHOTO-CEU. BYPASS MCH, SPST, 15 AMP, 271 W,C, © GROUOO FAUlT R£CEFf,AE, 120 VJ£, OUPlIX. 20A CMKr: NEMA Jfil, PADMOUNT, 1 /81ll INCH AUIMINUM CONSTRUCllON. 1lPf. 5052-H32 2 SCREENEO MO GAS!<ffiD \t1lfS DOORS: HE,WY DUTY CONCEILEO HINGES (UfT--OFF 1YPE) SW.USS srm VAULT 1-W«llfS, PADlOCKAIILE ME'IER DOOR BEST CX LOCK ON DlSlRl8lmON OOOR POLISHED W!Rf WSS 'MNOOW IN WETER DOOR CLOSfll mt NEOPREJIE ~. CARO H0LD£R flNISH: BAR£ ALUMINUM (MIU. FINISH) OUTSIDE, WHITE JNSIDf 110/2«1 YAC , . .,. MET£R .... ... L;'-,,___L . 11.!lll -WffilNG PIM'.RAM CABINET FOUNDATION NOTES 1'Sf """ ~ ~~~ :, 1' I HOOl'S oo· MAX. ro TOP , . 1--· r*' ... ""' CORNER Of C>BINET ' · ' 1, PAD MOUNT SHAU. BE CLASS JOOO CONCR!TE UNLESS OTHER'MSE OTHERW!S£ NOTE!) ON THE Pl.ANS, t ~ ---·111R , ~r (SEE"°''') LIU BASE DETAIL 3/8'" ow.EER PLASTIC DRNN HOlE D •·1-20·-,-1·,·-1 ,. ~ r --·nr1a'-1-!t 1, SiJ1 cc·-cc-cc·-°"-·cc-·cc-l~iE£~ za· · ti l 6" t #4 BAR &CH CORNER L.OCA.TE CONDUITS SO AS TO CLEAR BO'TTOM FLANGE OF CABINET. 2" UNDERGROUND SERVICE ENTRANCE CONDUIT TO BE LOCATED !N CORNER (WITHIN 4~ X 4" SPACE) 2. WHERE P-AD MOUNT IS LOCATED IN SIDEWAIJ<, COHSTIWCT MOUNT TOP FLUSH WITH SlOEWAl..K GRAO£. OMITTING CHAMfER WHfRE TOP AND SJ0£WALK ABUT. 3. PAD MOUITT 0£SIGN IS T'!'PICAL. CONTRACTOR SHALL I.JSE CABINET MANUFACTURER'S TO ASSURE PROPER FIT Of' CASM'f ON eA.sE 'NOH RESPECT TO CONDUIT PlAC£MOO. CONTRACTOfl: SHALL SUBMIT f(lft APPROVAi... A ~OPOSEO DESIGN WITH Pl.llN, Et.£:VATION AND Nrf REL£VANT SECTION VIEW. 4. CABINEf SHAU. BE ATTACHm WITH MSlfl'O M164 CHEMICALLY BONDEO ANCHORS TO EXIS'flNG PAD MOUNTS, ANCHOR INSTAU.A110N StlAU. BE MSttTO GRAO:E ~7 tt0T-D1Pf'£D GAI.VANJZEO 1/2-:ii: 8'" x 2~. 5. -Pl.ACE SILICONE SeAL 8ElWEEN TH£ ~NE:f FOUNDATION AND THE CABINET. lllliER ORJENT FACE Df CABINET TOWARDS PUBLIC RONNIAY. CONTRACTOR SHALL COORDINATE WITH THE POWER COMPANY REGARDING THE SERv1CE CONNECTION. CONTRACTOR SHALL Offll<N A CllY Df fED£RAI. WAY ELECTRICAL PERMIT FROM THE BU[J)!NG DEPARTMENT. WHEN SERVICE CABINET, SIGNAL CABINET, ANO/OR UPS/BBS AUXILIARY C/\BINET ARE INSTALLED NEXT TO EACH OTHER, SEE OEVllOPMENT STANDARDS DETAIL DRAWING NUMBER 3-45C. REV. ~~-PUBLIC WORKS STREET LIGHT SERVICE CABINET DWG.NQ: 3-45( HAND HOLE PROPERTY LINE~\ JUNCTION BOX SHALL BE SET ADJA~ENT _ _\ TO POLE BASE AND SURROUNDED BY ---I LUMINAIRE POLE ---REFER TO DWG. 3-39A FOR POLE PLACEMENT CONCRETE. BOTTOM OF BOX MUST BE y/ ABLE TO DRAIN._,, 7 < L-:;, /7"~ 71 w a:: ;-;: z 51 ~3 ROME POLE AND BRACKET CABLE. TWO CONDUCTOR ,,,;· .-HAND HOLE ON SIDE OPPOSITE APPROACHING TRAFFIC----. SEC MODEL 1791-SF FUSE-FNM-5 OR APPROVED EQUAL SERVICE PROPERTY (SEE FOUND---~.,, ATION DETAIL) ,..--TRANSFORMER VAULT CABIN~LINE - - --- --- --t----v'l---L'.". CURB & GUTTER -7 ,,,.-~,,,.,.,,,,. ,. ______ _ 1•""'" SERVICE CABINET BASE SEE DWG 3-45 FOR CONSTRUCTION DETAILS BARE STRANDED GROUND TO MATCH GAUGE CURB & GUTTER JUNCTION BOX SHALL CONFORM TO WSDOT STD. PLAN J-40.10-01 (TYPE 1 OR 2) WITH GALVANIZED LID (SEE NOTE. BELOW). J-BOX AWG #8 STRANDED COPPER WIRE, 45 MIL PVC INSULATION, 95 MIL HMW POLYETHYLENE BELT OR APPROVED EQUAL. I GROUND LUG~ (2 EACH) OF CONDUCTORS INSTALL AND CONNECT TO 2 _j I ' ~ J L91 CONCRETE JUNCTION BOX SHALL CONFORM TO WSDOT STD. PLAN J-40.10-01 (TYPE 1 OR 2) WITH GROUNDED GALVANIZED LID (SEE NOTE BELOW), J-BOX TO ABUT BACK OF WALK. J-BOXES IN THE SIDEWALK SHALL HAVE SLIP-RESISTANT COATING GROUND RODS (MIN. 6' APART) PAD PER DWG 3-45 IN SIDEWALK SHALL HAVE SUP-RESISTANT COATING PER SECTION 3.6.2 OF THE PUBLIC WORKS _ ____. DEVELOPMENT STANDARDS-··---..... "ILSCO" TYPE ULT COPPER--... CRIMP OR APPROVED EQUAL STREET LIGHT OR SIGNAL BARE STRANDED GROUND TO MATCH GAUGE OF CONDUCTORS 3M EPOXY SPLICE KIT ,2 <0 _, i---POL~,,-------1~;-°KP. , / // /~ / , , , -----.'-. 2" SCHEDULE 40 PVC CONDUIT PER SECTION 3.6.2 OF THE PUBLIC WORKS DEVELOPMENT STANDARDS. "ILSCO" TYPE ULT COPPER PER WSDOT STANDARD. CASE NOT REQUIRED " -, IF GROUND IN J-Box,---..-1 CRIMP OR APPROVED EQUAL ~-J1il.. 3M EPOXY SPLICE KIT ,........-r-----, I -r:r Lr-.U ~~cs~~N63!! \ TO POWER VAULT, TO BE CONNECTED BY OTHERS. 3 #6-AWG U.S.E. (MIN) TO STREET LIGHT1 l__>~ ......_.,,. BARE .·.STRANDED GROUND TO OR APPROVED EQUAL SCHEDULE 40 PVC CONDUIT --. -··· r~~~~H Sfilt:"c°{~FG~i~~~C~~RS '-----?" SCH. 40 PVC CONDUIT-80, IF UNDER STllEET/pRIVEWAY) L.....·-TO STREET LIGHT TO STREET LIGHT, \), c:::;===I :::='::'::::::~ ,:,e • \ $a; MATCH GAUGE OF CONDUCTORS .::s!'L._ 2" scH. 40 Pvc CONDUIT___/ LTo STREET LIGHT (SCH. 80 UNDER STREET AND DRIVEWAY) @ ~ BELi_ END PVC BUSHING NOTE: LID TO BE WELDED SHUT AFTER FINAL INSPECTION W/2 1'' LONG WELDS AT OPPOSITE CORNERS @ = BELL END PVC BUSHING NOTE: LID TO BE WELDED SHUT AFTER FINAL INsn,;<.;.~ W/2 1" LONG WELDS AT OPPOSITE CORNERS (SCH. REV. APRIL 2012 REV. APRIL 2012 ~~-PUBLIC WORKS UNIFORM LUMINAIRE WIRING DETAIL DWG.NO. 3-40 ~~~ PUBLIC WORKS ILLUIVIINATION:SYSTEM SERVICE DETAIL TAPER DNIDER ENOS TO MATCH INSIDE TAPER OF BOX ·--·-BOX INTERIOR LENGTH -1116" NOTES JUNCTION BOX DIMENSION TABLE 1. All box dimensions are approximate. Exact configurations vary among manufacturers. I 5J16" X 1" $, S. I (TYP .).) 114 17 b ii! BOX TYPE 2. Minimum lid thickness shown. The diamond p-shall be a minimum of 28% of the overall thickness. Junction Boxes installed in sidewalks, walkways, and shared-use paths shall have ~ ;:; COUPLING NUT (TYP.) 5/16~ ~ 11/2" s. s. SET SCREW (TYP.~~-i ITEM ·~(f(i .·. :::, ~ i LID SUPPORT (TYP.) . •SEENOTE3 GROUND STUD -SEENOTE4 COUPLING NUT FOR ALTERNATIVE 2 -SEESHEET2 LIO LIFTING NOTCH -1/4" x 3/4" HEAOEO ANCHOR SHEAR STUD -318" • 3" 10 COUNT STUDS EVENLY SPACED AROUND FRAME (PLACE TO SIDE OF LID BOLT DOWN SUPPORT ANGLE WHEN USING LOCKING DETAIL ALTERNATIVE 2), -SEE NOTE 11 1 3/8" DIAM. HOLE WITH 112 • 13 x 1112 STAINLESS STEEL PENTA HEAD BOLT BOLT PLATE• SEE DETAIL (TYP.~ 3118 3116 --=~---·~-10GAGE ~~~~~~~~~~~~~~~~~ GALVANIZED DIVIDER PLATE ELEVATION VIEW (FOR TYPE 2 JUNCTION BOX ONLY) STEEL A a SIDE VIEW C D E OUTSIDE LENGTH OF JUNCTION eox 22" OUTSIDE WIDTH OF JUNCTION BOX 17" ---· INSIDE LENGTH OF JUNCTION BOX 18" -19~ ·---·-·-··----------INSIDE WIDTH OF JUNCTION BOX 13" -14" ·-··---------·-LID LENGTH 17 518' . F LIDWID.TH 12 518" ·--CAPACITY -CONDUIT DIAMETER 6" A ---1 1i=-----: --·· ··----3116" (TYP.) 1,--·--:::, /3116 V 1 112(TYP.) I 1-.>--,· r.:t:"=.--tL-~---"""-,-'"~---i=n, r----f :--------r-;i ------.. ------------------, i~ :! LID ,f'_,f'_"-~, I ' I 1h HOOK P".:P': I i · 1--·-· SEE (TYP.) ~~~ f . DIAMOND PATTERN -SEENOTE2 WELDED WIRE REINFORCEMEN:f (TYP.) 318" STEEL COVER LIP PLATE (TYP.) LIO SUPPORT (TYP.) (TYP.~ I 7 ••• 6l r:-1 -, /NOTE7 ill ill j +lil-=1J--0.1--l-!;j-----~_a u.f al m I I I ' ' ' ' _____ j ~ I ~1~ l 1 1t!:t·---1l'"'ty------r --~-r.:--~ · ~---~ 1 __ HEADED ANCHOR SHEAR STUD (TYP.) -SEE NOTE 11 <!) 1114' GAP (TYP.) · I I 4" I FOR HOOK RELEASE -, i-~ LOCKING LID STANDARD 3/4 DUTY JUNCTION BOX 314 (CONDUITS NOT SHOWN) WELDED WIRE HOOP (TYP.) _ -SEE NOTE 10 3/8"' STEEL COVER SECTION 0 PERSPECTl\!E VIEW ~ 1;; ~~ WWR WIRE TIED TO ·-HEADED ANCHOR SHEAR STUD (TYP.) TYPE2 a slip-resislant coating on the lid and lip cover plate, and shall ba installed with the surface ~ush . 33' 22 112· with and matched 1o the grade of the sidewalk, walkway, or shared-use path. The non-slip lid shall be identified wtth permanent markings on the underside, indicating the type of sumac,, treatment (see Contract Documents for details) and the year of manufacture. The permanent 28"-29" marking shall be 1/8" inch line thickness formed with a stainless steel weld bead and shall be 17"-16" placed prior 1o hot-dip galvanizing. 28 518" 3. Ud support members shall be 3116" minimum thick steel C. L, or T shape, welded 10 the frame. :· 181/8~ 4. A 1/4-20 NC • 314" stainless steel ground stud shall be welded to the bottom of the lid; lnciude ·.·: 12· (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuls shall be liberally coated with anti-seize compound. 6. Equipment Bonding Jumper shall be# 8 AWG min. • 4' of tinned braided copper. 7. The System Identification letters shall be 1/8' lloo thickness formed by engraving, stamping, or with a S. S. weld bead. See Cover Mari<ing detail. Grind off diamond pattern before forming letters. For System Identification details, sea Standard Speclllcatlon 9-29.2(4). 8. When required in the Contract, provide a 10" x 27 1/2', 10 gage divider plate, complete, wtth fasteners. in each Type 2 Junction Box where specified. 9. When required in Contract, provide a 12" deep extension for each Type 2 Junction Box where specified. 10. See the Standard Specifications for altemabile reinforcement and class of concrete. 11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied In two places to the vertical Welded Reinforcement Wire when in contact with each other. Wire tie all other Heeded Anchor Shear Studs to the horizontal Welded Reinforcement Wire. 12. Lid Bolt Down Attachment Tab provides ;3 method of retroflltlng by using a mechanical process in lieu of welding. Attachment Tab shown depicts a typical component arrangement, actual configurations of assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. 13. Unless otherwise noted In the plans or approved bylhe Engineer. Junction Boxes, Cable Vaults, and Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within !he traveled way or paved shoulders shall be Heavy-Duty. 14. Distance between the rop of the conduit and the bottom of the Junction Box lid shall bee• min. to 8" max. for final grade of new construction only. See Standard Specification 8·20,3(5). Where adjustments are 1o be made to exlstlng Junction Boxes, or for interim construction stages during the contract, the limits shall be from 6" min. to 10' max. See Standard Speclfic:ation 8-20.3(6). B -~-1Uh" TOP OF SOIL SURFACE OR FINISHED GRADE GROUNDING STUD -SEENOTE4 318" STEEL COVER PLATE LID HOOK LIP PLATE 1 TOP OF PAVED 0 Equipme. nt Grounding ~1112 MIN. SURFACE Conductor 316" STEEL COVER 3116" <3) CopperSolderless LIP PLATEK (TYPJ ~-"---Crimp Connector 1 · I GROUND STUD -SEE NOTE 4 COUPLING NUT FOR ALTERNATIVE 2 -SEE DETAIL 'E" ALTERNATIVE 2 I LIO SUPPORT (TYP.) _,,,..--L SHAPE SHOWN / (SEE NOTE 3) !!Ill Ulii ~ I !fl ; I z :! ii: • w 1ii F ~ ~ ~ ~ ~----f i..·, •I :a) SEE NOTE 6 t ~PVC OUIT r • 'I r,1 1,1 CRUSHED SURFACING (BASE COURSE OR TOP COURSE) • PER STANDARD SPECIFICATION 9-03.9(3) I j I \; \ I/ I \ \ I I ,,, ~ I\\ /'/ ~~ :i> I -------·----------,0 GRS CONDUIT SECTION 0 b • ;.. Ww F! ~~ !fl ~ ~~ -IL ii!£ 0 :,; II. ~~ :1 ------------------,@> Equipment Bonding Jumper.-see note 6 ¢ See Contract for conduit b size and number .' COVER MARKING DETAIL " 1" (TYP) • I r :o 1" (TYP.) ITS__[ 112"(TYP.)0 Ii-' SEE NOTE 7 ~ ~ SECTION© (CONDUITS NOT SHOWN) :., 1·· ,, ' .. , 318" • 3" HEADED ANCHOR SHEAR STUD (TYP.) WEtDEDIMRE REINFORCEMENT (TYP.) (WWR) 4•4-Wl.tl><l/112.9 (6 GAGE) • SEE NOTE 10 WELDED WIRE HOOP (TYP.) W2.9 (6 GAGE) -SEE NOTE 10 l&I~ . ihd LOCKING LID STANDARD OOTY JUNCTION BOX TYPU1 &2 STANDARD PLAN J-40.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Balrotich Ill 5120/13 ..... STA.Ti DE818N ENGINieR OATfi.. • Wlffl'lington ~ Dupilrlrnent of lflffl'$~ NOTE: COORDINATE WITH FEDERAL WAY PUBLIC WORKS DEPARTMENT OF ALL JUNCTION BOX REQUIREMENTS. DWG.NO. 3-41 -~ ; ; -t ; §!§j i ~iii j .§ --Q.• • ,. a 0) -~ .::: § ... @: ·~(1)1 1•1(.1~ 11111111~ ~ ~~ REUSE OF DOCUMENTS ALL MATERIAL Hf.:RGH CONST!TUTlS THE DRICINAI. AND UNPUBLISHU) WORK OF TrlE ENGINEER AND MAY NOT 3[ USE.D, DUPLICAIED OR DISCLDSl:D WIT!--tO\JT :l1F WRIFFN CONSf.N'I OF THE [NGINEE.R_ C:OPJT/ICI-H {g 2007 f!Y 8CE ENGJ~JEERS, IMC. ML R!G'1T~ R[Sff(VEO. ~ 0 z <( ~ 3: LU -> 0 z ::> 0 V') DRAWN BY: l? z -I-I l? -...J I-LU LU G::: I-V') ~ -~ LU 0 l? z -I-I l? -...J I-LU LLI G::: I-V) SW CHECKED BY: MLC REVISIONS: DRAWING No. E3 DATE: 6-25-2014 PERMIT SET PROJECT No. 213-366 z 0 I-0 z ::r: V) < $" ~ <( $" -' < 0::: LJ.J 0 LJ.J LL ·---·-----· "·-···-'4-------LUMINAIRE BASE LOCATION DETAIL FOR 6' PLANTER STRIP ~ 6' SIDEWALK +o· PLAN~ FOR 4' Pl ANTER STRIP 15' 4• J-S1D£WAU<+PLANTER>j 0 g o,i' ~I .ia ii i~ ~~ ii'!: PLAN "=,, SECTION • ::; J UNLESS SPEC!FlEO, BASE FOU!>IDATION CAN SE El1HER 3" DlAMETER OR J' SWARE. (CONC. PAO NOT SHOWN F'OR CLARITY} TOP OF PAD TO BE FUISH WITH SIDEWALK----, Po:~Ak UN~GE· PLAN SECTION LUMINAIRE BASE AND J-BOX CONCRETE PAD ENCASEMENT DETAIL ' . FOR 6' PLANTER STRIP (STREET LIGHT IN FRONT OF SIDEWALK) 'l •. ,. '\, "0 ,, + * . )~ . .. . FU~' ~ °'A~ . • * EXPAN~ON ,J,if*t-:IT~ ,,. . ' .' ~-* • + * ,~ 4 -~ ,. """"'-CONCRETE PAD" 4-., FINISH PER . 0 • ,, PETAll ,J-3~ . ~ . ;--4 ./.l · •• ' * ,. • # ' • ~ (I " ~ -¥ § f-. ::::, (:) -. -:,..'t--' 12" N. + c:i z <;( ,, I(,~'/' , _ • MIN.~ ;,-§): ., : • ·_ w ye.:,"--'· ,1£!) -,.1 .. «<+<)"'>la:: ,• • • x.,_0" * ::; .. , . 4 ~-, V ~ + ,i, 'b" 0 '" '" •4"'1, " ~"" * "'" , 4 t· ~ ~~-~;...:_ ;-·-R~-~ ~~!~ NOTES: PUBLIC WORKS FOR 4' PLANTER STRIP_ _ • (STREET LIGHT BEHIND SIDEWA!J<) . .1·,.,4_J;4,~j ~ ,· ' " ' . • * • -.J.-;. 4 ~, 'V w L_J1JLL DEPTH f"~'-:4f;XPANJ,ION JOINT.,· . I ..-• .. '1' ~. " " • w O'.'. /:! • d • ~-+,_, ··, .,\ry ,, , .. <· -" <. ~.... .·, ' ' "" ,:.-_,. f-. ::::, ' '"'" 4 ~9v -. ~ ',oe' ft ' . ' ~~ ,. . -~"' , I I \ . , " ,6. • w ,<.'{;-__ ' ' "S",v ,-,\.,'?' -\# . ' C, •• ,, * ' (:) q ;;:: '<;( '<' -~ 1·¢ :4_'.,t '¥ >/, "4 ,\ . : l ' .; . 1! ·.,, .. i ',\--• • .,m ': 'O'.'. .,, _: _-::) "',U -'; ;{'. ~ ,-r..:../ ,, ' STREET LIGHT POLE BASE PLACEMENT AND CONCRETE PAD AROUND J-BOXES AND POLE BASES ' • • -;A,PRJ!..2013 DWG. NO. ~39A ............ , ...... *·~·~··-···· .. 1. AN EXPANSION JOINT CONSISTING OF 3/8" PRE-MOLDED JOINT MATERIAL SHALL BE PLACED FULL DEPTH AROUND HYDRANTS, POLES, POSTS, AND UTILITY CASTINGS. SEE DETAIL AT RJGHT. n. I ?; .... " .. • .................... PLANTING STRIP.•.",.• o, •. • ................ •. • 2. AN EXPANSION JOINT CONSISTING OF 3/8" PRE-MOLDED JOINT MATERIAL SHALL BE PLACED IN THE UPPER 2 INCHES OF CURBS AND SIDEWALKS AT 10 FOOT !NTERVAL.S AND AT SIDES OF DRAINAGE !NJ-ET$. (JOINT MATERIAL OF 2Ji" DEPTH MAY BE USED IN UEU OF 2" DEPTH). 3. EXPf-\NSION. JOINTS !N SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE JOINTS lN THE CURB ANO GUTIER. WHETHER THE SIDEWALK IS ADJACENT TO THE CURS OR SEPARATED BY A PLANTER STRIP. 4. TOOL MARKS, CONSISTING OF 1-INCH 'V' -GROOVES SHALL BE MADE IN THE SIDEWALK AT 5 FOOT INTERVALS, INTERMEOIAlE TO THE EXPANSION JOINTS. 5. AN EXPANSION JOJNT CONSISTING· OF 3/8~ PRE-MOLDED JOINT MATERIAL SHALL BE PLACED FULL-DEPTH BETWEEN THE CURB AND ADJACENT StDEWALK. 6. EXPANSION JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS Of ASTM 0994 (MSHTO M33}. 7. MONOLITHIC POURS OF CURB AND SIDEWALK ARE NQI ALLOWED. ~~1 " .·-.:··~~l~~Ji) • ~. · SDE'WAUU· • ; 7 ; ; ~ ... ~: .: ... .r. '),i" . ee-;t,;:-', . L.:.L · .l!tJ MP W!!\J{ SEE NOTf 1 BROOMED FINISH (lYP.) 1/4" 'V'-GR001'E: ; 3" WIDE, SMOOTH ·TROWELED PERIMETER (TYP) EXPANSION JOINT IN BOTH '---CURB ANO SIDEWALK SEE NOTE 3. CEMENT CONCRETE CURS ANO GUTTER SIDEWALK ADJACENT TO CURB .. .. . . . . .. ... .. . .. · . .. . . .. . . .. . . . . . EXPANSION :~DINT SEE NOTES ,'.~T_ LEFT 1 / 4" OEPTf!i:V GROOVE @ MAX. 5' -p-.:...c FULL-DEPTH EXPANSION JOINT, ONE FOOT AROUND VALVES, HYDRANTS, POLES, EfC. \' ,.. 'EXP ANSI, ~9~ JOINT ·t>~,tlb a;¢;A .,J/!;s '"~ -· 2" CSTC' ·""""' SECTION A-A ) ,,, I A I I I .. , I I I -----1 ........--..... BROOMED fl NISH {TYP .) A-:" 3" WIDE, SMOOTH TROWELED PERIMETER (TYP) CONCRETE CURB ANO GUTTER SEE CITY STANDARD DETAIL DWG. 3-4 FULL-DEPTH EXPANSION JOINT BETWEEN SIDEWALK AND CURB AND GUTIER SEE NOTE 5. ~ 1/4" V-GROOVE EXPANSION JOINT IN BOTH CURB ·)ND SIDEWALK SEE r,i,q},'E. 3 Al SIDEWALK AND PLANTER STRIP FEB 2011 ~~-PUBLIC WORKS SIDEWALK AND CURB JQiNTS , / AND SIDEWALK FINISB_ DWG.NO. 3-3 / XXXX = SERVICE CABINET LOCATION X NUMBER BASED UPON A Cl1Y DEFINED X COORDINATE SYSTEM X YY = THE SERVICE NUMBER, WITH MOST LOCATIONS ONLY HAVING ONE X SERVICE CABINET, THUS NUMBER 1 • AAZZ = CIRCUIT DESIGNATION NUMBER: y EXAMPLE IS STREET LIGHT CIRCUIT 10 = SL1D y BB = POLE NUMBER WITHIN CIRCUIT -A LEADING ZEROS SHALL BE OMITTED A z ALL NUMBERS/LETTERS SHALL BE TWO (2) INCHES HIGH WITH TWO (2) INCH z VERTICAL SPACING -ALL NUMBERS/LffiERS SHALL BE J_ B + PAINTED BLACK ON THE POLE FACE NEAREST THE. STREET. PAINT SHALL BE B 2" BLACK ALKYD GLOSS CONFORMING TO t FEDERAL SPECIFICATION TT-E-489. 6" I/ II II \ '' ~~~ PUBLIC LUMINAIRE POLE NUMBERING WORKS -~·--··-------------------------------------------FEB:?011 DWG.NO. 3-398 g jm -~ ~~ ~ !R ~~ I ~ C .-....-.. as -~ ij~ ~ Q) a.~ .8 t l11@i ·~(DJ 1·~~ 111111~ s ~11 REUSE OF DOCUMENTS ALl. MATERIAi. WREIN cmJS"lriUTE.S )HF. ORIGINAL AND U~JPUBUSHED WORK OF THE ENGINEER AND MAY NOT RF. USED, DUPUCA'iEll OR DISCLOSED Wl"!HOUT TH[ WRITTHJ CO~JSENT cw TrfF F.NGtNE[R co1·•yf~ICl·ll © 200/ fiY 11~[ ENGINfJ~RS, 1NC AIL 111;;:-ir~~ Rtsrnvrn a:::: ~0 <( z ~ .::: I s: 0 w--......1 > I-0 UJ z~ :::> I-V) 0 V) DRAWN BY: V) ......1 -<( tu 0 0 z -I-I 0 -......1 tu w a:::: I-V) SW CHECKED BY: MLC REVISIONS: DRAWING No. E4 DAlE: 6-25-,2D14 PERMrT SET PROJECT No. 213-366 z 0 0 z I ~ ~ >-= <( ~ -' <( 0,:: w 0 w LL ____ 1 GENERAL LANDSCAPE NOTE~_ -·--·----·--·-----I i 1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to commencing work. Contractor shall contact Line Locators (800) 424-5555 a min. of 48 hours prior to any digging or trenching. If there are any discrepanc[es with existing lines and landscaping, it is the contractor's responsibility to contact the landscape architect and request a site visit to address the conflicts. Contractor shall comply and conform to any and all local and state codes for work, schedules and any other project related requirements, 2. Scope of work shall include any and al! specified and unspecified but related incidental work to achieve the design indicated on the landscape plans. A!! labor, materials, subcontractors, equipment, and related incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise by the general contractor or owner. 3. Contractor to verify all sub grades are set below required amendments to insure the finished grade wllt match what is intended by civil or drainage deslgn. Alf sub grades and finished or final grades shall be graded to drain to the designed dratnage system with positive drainage away from all structures. 4. Grade Preparation: All planting areas shall be cleaned of all construction and native debris. rocks 1" and larger, and any other objects considered harmful to plant life. The debris shall be hauled off site. Al! planting bed areas shall have the soi! rototil!ed to a depth of 6 inches prior to topsoil installation. Lawn Areas to receive a min. 4" layer of sandy loam topsoil (3 -way mix or equivalent) free of weeds, sticks, rocks, and o1her debris. Tree Pits to be prepared per detail. 5. Mulching: All tree pits to receive a minimum of 3" depth of medium grind hem/fir type bark mulch. Top of all Mulching shaB be %" below -flush to the top of all paving surfaces. Provide for a min. 6" clearance of all mulches and lawns that are immediately adj8cent to any building faces measured from the bottom of siding to the top of landscape surface. 6. 7. 8. 9. 10. 11. 12. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve the layout Any field modifications shall be done by the landscape architect prior to planting. Contractor shall immedlately notify the general contractor of any poor drainage condltion in landscape areas. No standing water shall be permitted in any landscape areas~ either on the surface or below the topsoll. All trees must be staked as necessary so as ta maintaln material in a healthy, vigorous growing condition. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughout the industry. AU landscape and Irrigation work sha!! be performed by experienced persons -familiar with scope of project. AH landscape material and labor is to be guaranteed for a period of one full year from the time of completion. When planting 'Balled and Burlapped' product, gently place root ball in prepared hole with burlap still on the root ball. Remove all wire from any B&B plant material, cut jute strings and roll burlap off top of root ball. If burlap is green in color, carefully remove the entire burlap bag and all binding from the root batl. P[ant material selected is drought tolerant or native species. The Homeowner's Association shall be responslb!e for maintaining and watering all plant material throughout the first growing season and in times of draught.. --------------------- ---~ ·~ Ti-i CTDp~-T ---., ·J,., ~)11\'-~LI ).y~. ~ ' ,, ---r-./ --I I I I ~ ' / ·---·--·-.. ·-------·-·----·---·-~---~· .,.,,-------------------I /-/-T I /\ I /'"'-'.{~ ,/ \, I I '-...., ..... Ji),. ;-·;f,..~ll.,U,}'lfl<iff,'l~Ll,f ".."' , =""'"''·MJ'~'U~ I ', ·, I I I I I ------------ -------------·-------------/ / '·""'\\:.."\ --,..,/ ... ,., ....---' TYPE Ill LANDSCAPE BUFFER ,.,..,.,.,..,. ,.,..,........-;,.,..-~ /~\ / / / / ,.~-\ .. /,/ ,,..-,,--.,.,_..-· i:/ // ,,,.,.,... ,/ //~ ,.,..,........-~ ,.,..,........-~ / / /-/-__.,./'-,.,,,---_,..,... --. .~/ ..-, ,.,..,.,.,..,.~ "j.,l':: / ,/ __ .,,.. .. SOLID BOARD. FENCE ALONG FRONTAGE, TYP. ·-//~ ,.,..,........-/ //~ / //' -.... ; '/"\ / / "",{_ / JQ: C1JRNER SETBACK (TYP) ~, _,.,..--/ /.h -} )~ !"\ ll','1!) .. \' 6' CONCRETE PATH-?;< 2 \,/_ -y-., / --T l -------M~ TRACT 'A' JlT{)R~A ?t" LANDSCAPE LEGEND TREES SYMBOL QTY 0~ 018 6 28 T13 II 81)7 ()S1 8 @ 47 345 5 DESCRIPTION Acer griseum Paperbark Maple Carpinus betula 'Fastfgiala' Columnar Hornbeam Acer circirmatum Vine Maple Thuja plicala Western Red Cedar or slm. Chamaecyparis nootkantensis Alaska Cedar or sim. Pinus contorts Shore Pine Arbutus unedo Strawberry Bush Berberis nervosa Low Oregon Grape Berberis aquifotium Tall Oregon Grape SIZE 2112" CaL NC Stds. 11/2" Cal. 5 GaL Min. 6' Ht Min. 6' Ht Min. 6' HL Min. ~ :,..." _______ 1-1;2· " s·-o· REBAR is lRE:E STAKE (2 TYP) -WOOD CHIP MULCH I-. ·-·-4" f>ERF'. Pl Pt, ALLEO Wm! DRAIN ROCK ·"·. '~ ~ ~~~-• .• • 0;,;x ,,., :,.::,~:,. :,·<(s.,'0~ '>Z% >;\. ..,, '· . :/:):>«· ., )0. , •. VD/' ~, , BACKFILL wm, ClcAN V/" . <<<.~(,.t]<,:-u-.. '·,/,: NATIVE SOIL '< 1'-6" MIN. REMOVE BURLAP FROM iJ NOTES· mp 1£3 Of ROOT BAU ij -\. . ADO J WATERJNG RING MIN 2X ROOT BALL .· -FlRM NATIVE S01L PLANTING: . NOTTO SCALE 1. Dig ho!e 2-3 times the width of the root boll and as deep as the root bolt. Do not --~-' ... --~~-~ " ' -.j--1 __.-I ·t---. l __ ,_ -15' PROPOSED I l • I ii. E"'. SANITARY SEWER EASEMENT /.. I \ -, .. / I make hole deeper than root ball. 1 2. Remove containers, biodegradable pols, synthetic or treated burlop, wire, twine, or s DEWALi< ropes. Leave natural burlap in place and fold bock: Loosen the roots ond spread or cut circling roots. I I I I I I I I I r I r I I I I I I 3. Place top of root boll even with o,-slightly higher than soi! grade on firm soil. Do not add soil amendments or gravel unless o-pproved by Public Works Director. 4. Install 4"x 24" perforated drain pipe; fill with drain rock. Pipe shall not extend more than 1/2" above finish grade. 5. Back fill with cleon native soil. Firm soil around. the root ball; water slowly and thoroughly. 6. Mulch around tree with 2-4" wood-chip mulch. ,Do not place mulch next to trunk. ROOT BARRIER: 1. Root barrier shalt be rigid High Impact Polyprop.)l!ene treated with UV inhibitors, minimum 18" height, with 1 /2" raised vertical rlb6·: ·6" on center, or approved equal. 2. Install root barrier in continuous 24' strip, centered on tree, neixt to sidewalk and curb according to manufacturer's directions. Exposed edge shall not extend more than 1 /2" above finished grade. STAKING· 1. Use 2, 1-1/2" by 8'-0" rebar tree stokes. Do'.not drive slake through root ball. 2. Attach tree to stake with canvas web belting or· rubber, using a flgure-8 formation. TAGS: 1. Remove tags after inspection. 5GaL 24" HL Min. 1 Gal. 12" Ht Mi1. 2GaL 24" HI Min I I I I I I EAST LIMIT OF WETLAND rsft~~Tf ~1RS~~~ -., f. GW. 6' ~WJ ··-fTI!C".:-i.lJ t:rn,; \ -s-1 I I I \ .. ) .. I I )·:YL /if· 'i"/\\., I I I ;\(> I J ,/ / ""7\, / \) -L-,-L/ ~ < /\ /' / ~ -ff .. Y,\ -F( \,/ -y{· ' , ·ft-~t~ ',/ \4 1}18'2'b '~·~fl _js:_~'?~::;::::;:.--':-fie~~_:;__ : ~--~-;J~~--~1:-._.. -----: ', , ~ ~';/H " -i~ >;E-21 STREET TREES, TYP. -·--~---Yt::--· --· ;..r ··-·· " --· .. }'t, "i,..,...,f -;., 20 ~}K --}19 'r, -f( \v/~ ....:·IS. V '"-J)( .. TRACT 'E' OPEN SPACE 40,025 S.F. ~· ------·;>,:;.":::----------------},(. "}~\" {t 1 s NG VEGETATION 1 7 l[!Jf'//1:'/=, TLAND/BUFFER 1-1-1-AAfif!.;ro BE..UNruSIU.~D ,.. ----* ~14-r\ -----/ I J 16 " iPf<J I~/ I / 'I 15 /....-:d--?;? \,..! 3 ;::/t ~;<" ~tf ---_::_1··t------<:,/. lf 4 . h(.._ ~],·\ ----.. · --~]:;----,--~ ---r::i*-J <~, / .,.,/./,-. ii.Jc' t!(H\: 1.' ___ ..,,.:~. --6 ·f(~ ----·--------+t 0 7·* ,.J -,v; ---· ---'\J "t,· I -------_j/ -.. ;t _·_-· .. "-5-'.\. . I ,,:L \vi 8 ---·;··f'<:;,:__ -·-; r \ ""JA,-).fr )'L --i V,; r\ I .~;~\ I --------~f\~--~ st.. "h __y;,._ /''<,,, ~~-9 * 10 _-'k ------,.-I i di ,,,, I 1< ' {~-T ' ' RAO;T F OPEN $,PACE 62,416' s:t:,· \:,.( +':,-I' Ii 11; 11 I[ 1: .. -~1 1! /! ·1 • .. l ii .-. r 11 •I 11 I I I I I l: ----I '!' ".)-r-----__, z f\J __ !·--·-·-:OS I I ... ,,,~ · ... , ./ (C:'.[;l .·.; _,. ' I 01··, --[. 1 ;.-. /! l~ VO! T ,i~ 1/) ,, ~. ~;;,,,:le "' '"' ~-· ,,. h "' . . ,, -~r~-·~----;.r, .. ' 'v.'.t,..., ..... .._ ___ [l' 01~.'i m:r, /--,.!,. ., • .-~, ..__ · 1 ;r;) ,:,:JI . . ~.s' \'' -·-l~.7' CJ. . . . ··r::-:~;, '. ':'.' c cc,r __ L_, ... " tl1'l .. tL ·· 1, " -REMOVE ALL WIRE WRAP AND PLASTIC 11m'AP. REMOVE BURLAP FROM TOP OF ROOT BALL V / ~> . N88'25'46" /x / jF' ~~ . 22.91 '"" " " ,< \ 1:(-,> : . ,, ',. .. !" ' .1_ w /,1'!•· ··.>hi.'.~'\". "J.lX "' 1 1! I I ~t!f-* J,;f .. n ,,..::;. .....-:; ,,..::;. .......... / .....-;:::~,./' / ·...-:::-';3 ..... ~ / / --__.,,... ,,\:!.-/// ----~ r 13 PARC[* I.I \\\ \\\ .'0\ *~ -K" ----, MULCH TO DfPTH SPECIFIED IN FORM CONTINUOUS -RIM ~~ TO %, 1111" 'ffi' "W Ii' 11;; rn;111;; ;111;; rfl1 Ii II I I! WHEN B&B: REMOVE ALL WIRE AND ROLL BURLAP OFF OF TOP OF ROOTBALL BACKFILL W/ BACKFILL MIXTURE AS IND/CA TED IN NOTE IN 9" LAYERS. WATER AND TAMP TO R[MOVE AIR POCKETS SHRUB _,, --== ==111-11 l 2 X BALL DIA 1 PL A /\J Tl!\/ G DETAIL NOTES: 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1 / 4 MINU$ COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF B&B AND BURLAP IS GRE:EN IN COLOR REMOVE CG\,t.P!...E:T::l Y 8£FDR'E INSTALLING PLANT. .,,c,-e«,•~,,..,,,,e~srah-,"t'"~'-C-""'"•''"""'W'·"O"'"""""""'~a{"'"7·'.0,c,,,-,.,.,..,,,-;,,,,,,.,,;,;,-,'C'"""'""''·~·:<",•,<,,,;;~=-, .... """""''"'<.,.,.,,_CW --=-~""''·'C~)C=~-"'·"'"~--~-~-""""""'-.,,,,cc:-< . ., . -/ I " / . ,i'{r);r"'\-'11 . ,... .,,...-,. \ 14 /;::/ './ g I 56 . ~ ~-I/,, 1 '1t I . f.? Eil ,i ·"Yt "'}!\ I I I )1-,., r?fl). // / /// /k ..(a 0 12 * \\\ }j'.. ' z -+ --\---I -----\ I \ TR/.f'T ",~" I ''\ ·-" I "' I '-.. • A"'-"" -· ::::c ~ * JL -:>c:\-.·.· .. -~L-~~--~~=--~----~ ,,, "'f'\ ;j; N88"25'46"W 653.~~ -tf-' ' lPJle LANDSCAPE PLANTING PLAN EB \:'t~(· ·"1~\'-'' 1 -'( I I L +(· --_J * -1· "K' -\.{;_ t, ·~ -{:{--K * ··:/'(-, .. )~;(-~tf . ' ' .,.-t: f-m,r,e I !:f I, ) r·· """ C )' ··r•;'•. -·1.' r.' '< '\V ,.,_ r .-,~c,,.t;rv,,L ·,1,1,. i DS ,A:fl,~---NATURE BY DESIGN ~:,v Landscape Architecture Irrigation 253.460.6067 1320 Alameda Avenue, Fircrest, WA 98466 www.naturebydesignlnc.com z <r! ...:I 0... C!, i.. [/l til 0 (.!, E-< E-< C\l z s 1:--~ z "'1 [/l (.VJ crj ....... ~ co E-i E-< • er, ::;;s IZl til < z §;: z is:= ~ <r! z E-< • ...:I -IZl p.. (l) 0... ~ ::i::: 3 . "'" 0 E-< '.;;;j p-0 O'l "O ~ A:; C\l :,.. ~ 0... /1:i :::i E-< I p.. ;:.j <r! IZl ~~ 0 u Cf] Cf] '1' i::::i z j i 11.. REVISIONS: B. REVISED PER NEW SITE PLAN C. REVISED PER CITY COMMEITTS ll REVISED PER NEW SITE PLAN E. ADDED SUPPLEMENTAL PLANTINGS TO TRAIL DRAWING ISSUED FOR: AGENCY REVIEW DATE: OCTOBER 11, 2012 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 1;~l({2~ . KATHERINE OWENS CERTIFICATE NO. 692 PROJECT NO.: FILE NAME: X-REFS: DRAWN BY: CHECKED BY: PLOT SCALE: DRAWING SCALES: DRAWING CONTENTS 0719 0719LSE CIVIL KLO KO 1:1 1:40 LANDSCAPE PLANTING PLAN, NOTES & DETAILS DRAWING NO.: L1 1 OF 1 I r-·----·-r--···-··--·--····:·-----·-.... ... -·--SOUNDVlE·--------·--····~ANOFf·------· -.. ~ -----------'"~---·""'·-----~---.-,,----.. ---,___,-,.~--·-•t--------··--------I ·--_IB~E;P. 508 516 524 "iiO "/537 543 549 567 593 601 602. "603 605 -6-(fo -·-6'!3 MG --621 ··534 i 635 , . 636 637 -757 -, _.7.n~ : 775 \,-----·--' ·---.7~-~--m --806 -· -·s11A si-48 815 813 82(1 i · s7i-! .•. -133,( l_ ___ Sso· 903 9ris -9oi·--910 ---92() "923 . "9i6' 932 s:13·· \j:}4 '935 ... "iii 933-9:JS 940 941. ,_...,,, W'l'l'IIPh __., It u NOJES 1. ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO GRADING, CLEARING, OR OTHER VEGETATION REMOVAi .. 2. TREE REMOVAL SHALL BE CONSISTENT WITH THE APPROVED TREE RETENTION PLAN. PROTECTION OI' TREES.Jl.EEPR.E AND D_URING DEVELOPMENT~ ALL TREES AND TREE STANDS PROPOSED FOR RETENTION AND SUPPLEMENTAL TREE PLANTINGS SHALL BE PROTECTED BEFORE AND DURING SITE DEVELOPMENT AND CONSTRUCTION THROUGH ADHERENCE TO )'HE FOLLOWING REQUIREMENTS: 1. A TREE PROTECTION AREA SHALL BE DESIGNED TO PROTECT EACH TREE OR TREE STAND DURING SITE DEVELOPMENT AND CONSTRUCTION. THE TREE PROTECllON AREAS SHALL CONFORM TO THE APPROVEll TREE RETENTION PLAN. A PORTION OF THE NE 1/4 Of THE SW 1/4 Of SEC. 11, TWP. 21 N., RGE. 3 E., W.M., CITY Of FEDERAL WAY, KING COUNTY, WASHINGTON S!IGt~IFICANT TREE LEGEND CONIFEROUS TREE TO RETAIN * DECIDUOUS TREE TO RETAIN CONIFEROUS TREE TO REMOVE DECIDUOUS TREE TO REMOVE 0 ~1"-/f'\ r", ) . ) -.. ./ GRAPHIC SCALE 25 50 200 2. TREE PROTECllON AREAS MAY VARY WIDELY IN SHAPE, BUT MUST EXTEND A MINIMUM OF IHREE FEET BEYOND THE EXISTING TREE CANOPY AREA ALONG THE OUTER EDGE OF THE TREE STAND, UNLFSS OTHERWISE APPROVED BY THE CITY OF FEDERAL WAY. 'fc.~ -~ Ill ----zJ«wwtnw 100 I ,m;rDPP± um Hid~ 3. TREE PROTECllON AREAS SHALL BE ADDED AND CLEARLY LABELED ON ALL APPUCABLE SITE DEVELOPMENT, PLATS, ANO CONSTRUCTION DRAWINGS, SUBMITIED TO THE CITY. 4. TEMPORARY FENCING SHALL BE ERECTED ALONG ll1E OUTER EDGE AND COMPLElH Y SURROUNDING THE TREE PROTECTION AREA. FENCES SHALL BE CONSTRUCTED OF CHAIN LINK AND AT LEAST FOUR FEET HIGH, UNl.ESS THE DIRECTOR AUTHORIZES ANOTHER TYPE OF FENCING. THE FENCING SHALL BE POSTED WITH SIGNAGE CLEARLY IDENTIFYING THE TREE PROTECTION AREA. THE FENCl~G SHALL BE MAINTAINED ANO IN PLACE UNTIL THE FINAL LANDSCAPING. 5. NO CLEARING, GRADING, FILLING, OR OTHER DEVELOPMENT ACllvjllES SHALL OCCUR W1THIN THE TREE PROTECTION AREA, EXCEPT WHERE APPROVED IN ADVANCE BY THE CITY OF FEDERAL WAY. 6. NO VEHICLES, CONSTllUCTION MATERIALS, FUEL, OR OTHER MATERIALS SHALL BE PLACED IN TREE PROTECTION AREAS. MOVEMENT or ANY VEHICLES WITHIN TREE PROTECTION AREAS SHALL BE PROHIBITED. 7. NO NAILS, ROPE, CABLE, SIGNS, OR FENCING SHALL BE ATTACHED TO ANY TREE PROPOSED FOR RETENTION. 8. IF TrlE GRADE LEVEL AROUND A TREE IS TO BE RAISED, A DRY ROCK WALL OR ROCK WEil. SHALL BE CONSTRUCTED AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE AT LEAST !:()VAL TO THE DIAMETER OF THE TREE PLUS AN ADDl1l0NAL 5 FEET. 9. THE GRADE LEVEL AROUND THE TREE MAY NOT BE LOWERED \~THIN THE GREATER Of: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE .AT ·nME OF DEVELOPMENT; OR (2) AN AREA AROUND llff 1RE£ EQUAL TO 1 FOOT IN DIAMETER i-DR EACH 1 INCH OF TREE DIAMETER AS MEASURED 1 FOOT ABOVE PRE-EXISTING GRADE AT TIME OF DEVELOPMEMT, UNLESS A REGISTERED LANDSCAPE ARCHITECT, CERTIFIED ARBORIST OR CEllllFIED NURSERY PROFESSIONAL DETERMINES THAT THE LONG TERM HEAL TH OF TH[ TREE \'I.LL NOT BE SGNIFICANTLY HARMED. 10. TRENCHING AND OTHER ACTIVITIES WllHIN OR ADJACENT TO TREE CONSERVATION AREAS THAT MAY CUT OR DAMAGE THE ROOTS OF TREES PROPOSED FOR RETENTION SHALL BE PROHIBITED llNl.fSS RECOMMENDED BY A PROFESSIONAL FORESTER, CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT, AND APPROVED BY THE Cl1Y. WHEN SUCH ACTIVlllES ARE PERMITTED, AT A MINIMUM THE FOLLOWING REQUIREMENTS SHALL BE ADHERED TO: o. BEFORE BACKFILLING, ROOTS OVER ONE INCH IN DIAMETER SHALL BE CUT CLEANLY TO REMOVE ANY RIPPED OR JAGGED EDGES THAT MAY BE PRESENT; . b. EXPOSED ROOTS SHALL BE COVERED WITH BURLAP OR OTHER SIMILAR MATERIAL AND SHAt.L BE SPl11NKLtO OR OTHER~ISE KEPT DAMP UNTIL BACKFlLLING IS COMPLETE. MAINTENANCE RE.Qi.llREMENTS. THE FOLLOWING MAINTENANCE REQUIREMENTS SHALL APPLY TO ALL TREES .',ND TlsEE RETENTION AHEAS: A. TREES ARE TO BE MAINTAINED IN A vjGQROUS AND HEALTHY CONDITION, FREE FROM DISEASES, PESTS, AND WEEDS IN PERPETUITY. PRUNING OF TREES SHAil BE LIMITED TO THINNING, WINDOWING, OR SKIRTING. I TREES THAT BECOME DISEASED, SEVERELY DAMAGED, OR WHICH DIES SHALL BE REMOVED AND RE~LACED BY THE DEVELOPER, PROPERTY OWNER, OR WHERE APPROPRIATE, THE HOMEOWNER'S ASSOCIA llON. ALL ll1EES REMOVED SHALL BE REPLACED WITHIN 60 DAYS OF REMOVAL WITH A HEAL THY TREE. REPLACEMENT TREES SHALL BE PROPER\. Y IRRIGATED OR WATERED AS NECESSARY TO PROMOTE SUR',jVAL. SlijNIFICANT TREE CALCULA TION1_ 231 SIGNIFICANT TREES ON SITE 38 SIGNIFICANT TREES IN PROPOSED RIGHT-OF-WAY AND UTILITY EASEMENT 136 SIGNIFICANT TREES TO BE REMOVED 57 SIGNIFICANT TREES TO BE RETAINED 231 -38 = 193 NON-EXEMPT TllEES 29.5% SIGNIFICANT TREE RElENllON PROPOSED 25% SIGNIFICANT TREE RETENTION REQUIRED 10' UllLITY EASEMENT--~ ( IN FEET ) 1 inch = 50 ft. EXEMPT SIGNIFICANT TREE TO BE REMOVED TYi'. / ,/ ,J / / ~"·ccT/ · ,.,/ · / · 1· . ~' ,,,.4 ; --m:• , // ..:,..".,,--I --./ ,N ·,/'·?:r· ) --·~···~-. ~_..,A'-. /, / / / ' J/ '°'."":-" . • . _,.-\v/ // ." / " ..~ / . , . . . . -· -·-. ' , I SIGNIFICANT TREES ARE 12" IN DIAMETER Al 4j FEET ABOVE GROUND, IN GOOD HEALTH, ANO NOT DETRIMENTAL TO THE COMMUNITY. SIGNIFICANT TREES SHALL NOT INCLUDE ALDER, COTTONWOOD, POPLAR, OR BIG LEAF MAP!£. --" 3" / p~·'' * / i·''. ;yv -.. ·.~· .. ,.,i,§.'t,; . I ; Ii . /1 ,.c,;,,,--~ ~--:;.----~\/>~~ ~ I I I ... .,.P'. . .. . ·I J-,~~,· . . I ,, .·· A.P" . ; ~~ ·. -,)oJ;>' / ' · I t!.01[: THIS Pl.AN SHOWS A SURPLUS OF EICHT EXTRA SIGNIFICANT TREES SAVED AT 29.5% RETENTION. SURPLUS Tr/EES MAY BE REMOVED IF lllEIR ROOT ZONES AR!'. DAMAGED DURING CONSTRUCTION. SOME OF THESE SIGNIFICANT TREE TO BE REMOVED TYi'.--"" "' ,a ;,,, _' ; ;_; .. ~t\V v . .r ' ~) . .. / " ,' /~! "~" . . ~"''t\!.,,-,.-I<_\\ / . I YA'/,,!,. ~ ~ .,.,. I ;~r '~{ .-. -· ,. ~ 1 r"J \q'f, ,,d/,0-> .. ,''i\ "'' . . / . >/1. . -~'i/f \ I . .. / . / /. •... . .. \...d' M·~---.JL . i ·1 . /,·· '11 _.....-<,) .-cc-~ \;, f 1· /'-2:?-/ t._ j "l ---~--/. ," ~ .,,\ // ,,,,. • -1 ~,;.._, --··' 7A --' /> .. , .•. ,..-/.. / / \ I( '\;· . y ' ... '""/-,-d, " .. I·.·· . ·if .. ·· . /"'")'A'S.'w/..,. . ........... ,/' .. /' ( ··*· . f SW 314'/ff $ "'"~\---. \ \ · ..... ~-7 ·· .. ,...... ... / ·*/ I \::.,.-,.:-.·-.·;,.· / , ./ I ,. I ~" ..... ;./ i., .• ,;,· . \ ·.· / . .... ./· . / I . /· , ·-r· 'f\.0"''-::> .·. --.. / ./ . -,, . ·-. _/ ~ • .-1: /_,.. ,. .· .. . . . \ \ /\,,{_ .. . . . .,/'. .. / ,I / I\ / . ,xf~( .... • ·, .. \ ,:, .. J'-6,'··:::·~\J . ,,,,-)'t-. \ ti~'i)':'< ' ~*' . . .. ·· ······ ... ,,, ' \ " y .... · .) ,'· '//'\, \. i\ \ \ ./'0. '. <'Iii .. /. ( ~.· / • .· . >" / / ·"1,{ , \ I \ ·-\,{'.\/1. .. ·/"\ 2 . . \f, .. )°':'.l~ A SIGNIFICANT lREE TO BE RETAINED TYi'. -,, ..,?.~ •.... ·.· .. ' .. ;.•.·';.·· ... ·: .•. 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'.L;, ,, ' ·•.. ·, ', \ ·~;..c;,· . :p • SIGNlflCl,tlT TREE SIZE .. AND SPECIES /....J. IO Iii' NOEj!JfFER / • . ·/···· -. )r.'./·A.I. 1::-:11._ / "1/•'-JQ.. . ... / / I ,,,""/2'jj;~f/, .. '"".'. "''·· .\. '· \.! .. ,. ',"\ ... \ \ \v{__J /' ' ./ I -...._" I I (, / I l . .. .. ,c:_1 'l,, / I I .• . J !' I ; '\ : .. . .., ', ! \ f f '17 .< ... • ,: ' .. .' I ' / 1 I -..... -, .... -· -.. /d, ~.~~-.:.;·--r'··· ~ '·:::C-... /,c... fci\ , ... ·:..... _ · 2:' _ ·:· ·; 1 1 _\ .. I -I , PROPOSED W~Oll , J I I I /.·· I 7 \. < J. ~ ••• · · .. ···· -P\ · , ·l I.Ji .. '.'.··/-........ ii/ , I \,c. ... , ~. . -\i'.' ,L. I CHIP PAlllWAY \ \ I I ' 170\ l,1 /_, I /, ).-M \,f '-''f'", ·-·~·-,,--L. __ . "''\ l -·· :" / / / I ~ .. . . ... )".'/._ / / -7i\. . .... -/,ss/ · .: I / \-. ');\.:r.1-· ,s•,a.,;, ... (· '. . . · , ·.(. I i \ ./ '-; ,.1._ IJ§k!Jl_NCHgiJ 12 12 12· -·12 ·13 12 12 18 1S 18 1' 14 14 15 15 16 23 13 i" 13 /·. 20 -. ,, " 18 14 16 2o 23 12 12 15 16 21 21 33 ,,, 15 12 20 1i 18 " 14 15 11 14 21 19 ·20· 15 ·25· 18 SPECIES P1NE HEMLOCK HEMLOCK HEMLOCK HEMLOCK HEMLOCK PINE FIR PINE PINE PINE PINE PINE -p\Nf P1NE PINE PINE PINE HEMLOCK . "Fi,f PINE FIR FIR "CEDAR" -··-·· FIR -FiR HEMLOCK FiR' FIR . fiR" ·HEMi.oCK HEMLOCK ·-FiR FIR HE.Mfoc·K FIR .. FIR FIR FlR HEMLOCK ' Fifi HEMLOCK HEMLOCK F1R FIR .. FIR FIR HEMLOCK HEMI.OCK HEML6c1< FIR 942 948 963 995 995' 997 998 999 1000 1009 1014 1028 1029 1030 1031 103:2 1033 1169 1173 117S i180 1181 1184 1187 1·191 · 1·1:hi 1197 ·1210 1225 1235 1239 1241 1243 1247 12.58 1558 1563 1564 1565 1567 1569 1570 1574 15-75 01576 1577 1578 i579 1580 1581A 15816 1582 31 12 19 ···--·14 ·24·---22 '19 24 17 13 '14 12 21 14 12 "14 -i,i" ·14 13 11 12 HEMLOCK -, HEMLOCK , --. HEMLOCK ~·-liR--··FiR P!NE PINE HEMLOCK HEMLOCK F1R· "FIR PINE FIR HEMLOCK HEMLo'cK .. 1-iEMi.OCK HEMLoCK ··HEIVIL.OcK FIR FIR HEMLOCK 11 t· ·HEM1j;cif., 12 12 11 .. ·~1·2 13 1'2. 12 12 13 15 13 HEMLOCK FIR FIR f£1R .. ''HEMLOCK·-FIR HEMLOCK HEMLOCK FIR HEMLOCK F!F~. "12 F1R fa--· PiNE. -27' '! HEMLOCK .. l HEMLO.CK i2 -HEMLOCK --14 17 ··19 -""1;;:' . 13 17 13 17 14 17 17 13 20 20 14 . """HEMLOCK' HEMLOCK . HEMLOCK -HEMLOCK . HEMLOi::K HEMLOCK HEMLOCK HEMLOCK HEMLOCK HEMLOCK -'HEMLocK HEMLOCK --HEMLCiC\·C ~fEMLOCK 1583 1584 1585 1586 1587 1588 1589 1590 1591 1592 1593 1"594--1595 1596 1597 1600 1604 "1£08 1609 -io-io 1613 1614 1616 .. 1621 1622 1626 1628 1629----1630 163·1 1634 ---,1635 -1-636 1644 1646.. 1€47 1$48 1654 1656 17 13 ·12 17 17 ·-:i-3-. 27 ... ""-jf __ 17 2i 16 1) '2:f . --1;t HEMLOCK HEMLOCK HEMLOCK. HEMLOCK HEMLOc-K HEMLOCK-FIR -~-fEMCocK-, HEMLOCK FIR., ----P1N·E -PlNE -"r"1mi' HEMLOC1f 12 .... HEMLOCK , --· ... ---·--. -"····--·· _, . ' 13 HEMLOCK i 17 HEMLOCK"' .-i -:zo -.... ·FiR ·---, HEMLOCK. j HEMLOCK--1'/ 14 1~... HE~~:Ji:'.;!_'-_,_J 20 FIR i ·---14 'HEMLOCK --~ _·17_ HEMLOC_~~:. j 14 HEMLOCK : 21 ,_, --· --Fi'R -·-"-1 ... -.. y4.. . HEMi..oCK ··j :1f -HEMLOCK 20 1 .::· HE~Loci< 14 ' HEMLOC!-< 12 · r -f·lEMcocK ~4 • HEMLOCK 27 15 {4 -·1-G , . ·· 15. -,---·-21· FIR, HEMLOCK HEMLOCK HEMLOCK HEMLOCK .. PiNE .. --~·"-2f" HEMLOCK_ .. _, 1658 -, -----fa_. ·--· HEM~OCK · l 1662 ___ , ___ .,___J3 ______ J. _ H_E~~.~-C~ ---~ 1675 12 . HEMLOCK I .. -H;?if .. -_." 12 ··" . .. HEMLOCK \ 1617 \2. i ""i,:fR .. 'i 1678 -.. 15 -· FIR --\ 1679 ''1i HEMLOCK---i 1630 .• _,. -··15 ·-----HEMLOCK .. / 1.686_ . 1·. '-13 . HEMLOCK ~i Hi38 12 HEMLOCK 1696 1697 1699-14 ' --. HEMLOCK ··-···. . ·+-··. ... " 12 i HEMLOCK_ ·-·-13·.. . . _ -f -. H.EMU?<;;~K ... I 1700-1 --13 :· 'HEML6Ct< 1 ·1··-.• . - -·------' ~7_0_1__ ___ , 26 !-__ FIR--~--i 1702_ , _ ----~6 ----. 1 _ ~-!~_,,__ i 1703 ' 20 ' FIR ' ifo4-·--j-........ 1·3 ·-·-·;--HEMLO:df ·~ • --• _,., •·,e-0• ---· . -•-••• -• ._J ~~06 14 _ f . H~_~L_O_~~--_.J i709 12 · HEMLOCK i .. ... j·-----· ----. J_-·--·--··---·---' 1711 14 J HEMLOCK / 1112 16 ··;--MADRONA ·t ··-·· •"'·-···-·-'·--·· "···-·· ·---·-·1 1713 15 I --~A~J:1-0~A ••.. i 1115 28 . i .. . FIR ....... 1 .. . ... ~.~ ··-· _ .i, flll.AD~EJ~'t ... : 1716 1726 13 i HEMLOCK ! f . ···172i" ·--, --·1f· . ·; .. HEML6CK ·-'! ' -' . ,--·--'"· -1· - --.• __ )728 ! 12_ _ _[ _ H~MLOCK .. j i 1732 , 12 MAORONA ... . ___ ,_______ -· ' ----i746 i 20 , FIR , "{747 i 13 ;--"HEMLCCK ---/ 1755 . .... 2o -1 Fir~ : 1784 15 FiR. 1-·-1106 ·24 ·i:uf--·j :· f1a9 12 ·; "FIR '. 1'~ ~:790, .. (... ,f(·--·· .1.: __ rj_E~.1:.9.tl<-t [ 1791 l---17___ _I, --~-~ML9_ct5 ___ 1 i.. !7.f!2 --·--14 --1---tt~~'='?~~-·--j ! ~;:~ r i~--i ··----;1:·--.... __ i ,-------·· • 1,--,-,-···--·--·-.. •--,. ·-···------1 : 1797 ! 19 I FIR : 1-·--1798 --l··-·--···1'2"·----1·MADRONA .j ,_ -----'" h ....... ,,.,, -··--1 1802 .I. ·--· _ 17 ___ -·----~---HEMLOCK _.J 1803_,_ ' -· ~-0----'--· L _______ ,_!:~~--.... -.... J 1804 17 ; FIR ; 1310 28 --.----·-·FiR ...... , _ _, I-1811 __ ,._, ___ ·--·· ... ~j_,~-~--_:J __ ... )!:~ .-.. J i 1813 : 16 , FIR I r·.-.. ·~.:~t-·_··-.:-.~~ .. -_;r· ~.----r--·-:·~--i i-· 1838 ··---1-·-··-'"14 ..... __ 1 ___ HEMLOC1,C"'"\ i-·=---~.::~ --·~r~~.-~=~-~r~· _:.-.~.:·.:r=:==Jr:~=:~1 t·--__ -~!:}----T---·--~f-·--· :r--.--::~ ·---·-1 l -··-1846 18 -------~------..... FiR"'-'""-''""I \--,--. ' ---------1----~"-"' ; 1847 14 ' FIR ( : . .,T849_,,. "fii ..... --···t-~··--FtR···----, i.--...... ·1asi .. i ____ .... fa'. .... -. ·r _ .. ----··ic1R---·1 , 1897 20 '. F\R I l !:!: ..... i· --~-:(·::~f-~.:j i 1905 18 ----j-----I;lR--.. 1 "' ··---... ' ---. . ·--·-l·-"""·o'·•-. -·-·-t ___ 1906 __ , ___ ,_, _____ 20_. ____ r ___ ,_,FIR. ___ ,_,_ f--·---1~0.~~--.. ,_-;· ______ j6_-.. :.,T. ... Fi~.· _,._ 1 , 1908 I 24 , FIR ;-·····"· ,j909"--·--:-------· ·26 "·-·--··'---~-.-FiR _ .. _ I , ..... --1·910 ----·-r-·---20 ··-------f--·i:::1R ··-----,! I:::_-_ -~.:ti -~·~=--·1-·~ -Jt ~~.-~::r··:-~::P: _~::j L 1913 20 i FIR ·1914·-·;i'4 _ .. ___ ! --·· "i=m:"· -·---; I --· 1915 -··t 'ff _____ .. ,,_!····---"FIR ··-") r··· -···· --------·--·--·--,-----·' .. --.. ---.. : i916 , 32 i FIR I.. 19ff ·-:· ------·20--·-·--'.--·-"FiR r·-----1918 -·--1-. -14··---······r··"··· FIR··----r--....... ~~~:!_( · ·· ..! · --~-.-1-~.-~--~-·--4-·--·-~ ... : F~-~ . .':_ .. __ ; t---~::-----,-! --·-.. ·-· i!---·----\-"· ---~~~:: . ' / ... ----~~:~--'" ---·(-··--· -·--~:-~ ~-·-(-.. ~:~.~~;~--.--·-[ 2·091 . 30 i FIR i ~0_92_~.--.. .r. ···16·--. I . t!R 2093 i FIR ··2094··--·--·-, ··--.. FlR 209i"" -··--· ,__, FIR --2o9f . FIR ... ·------.--· ----· . -D I r ' i i . . r .. "·' --·7A 40 i /I / : , i i v , Ji:\ il'0. ··, · . . \. .. ;, i , " .... \ . ·-· . J ,-; • .J / I /10 ! I I I . I ;1 I '-. ·, ) .... ,,_ . \ " ·, I I f I ~· I ! / / . ;I ..... ,.c· \ I ' A·-... I I \ \ .. ... -·-...... ',"y· "' \ i I -.. . I / / ~ ? ,I I I l I \ :;.0 i I ) I t/ ! \ ,.J~,_., --"«, 'Z ~'\ \ I '. / .,/ ' -.) I , ·, . · \ I ,1 11 I /---............. -.. -1 ... r· ,/--...... , .. LI I J;µ /. __ ,~ _____ -//\, .... > --\., .··\' 1,/ 1 ;Y, .. _ 1 I / / ,/ ---=. -::---~ -z - -)-,, --J ---_! ~':/.;c!~,. .s;, ~~-j --' / ·-, ~--... \ I . . • ' '; . . I / I ' ... c/f" .;x, . • " \ I I ' • • / . ·, on ,, /',, ,· WETLAND/ \ I / . I ' .., //l 11 I / K .. -· ( ... ;,,};£;:. 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I r' i \ \ \ \\ \ I .' ! \ \ \ \ .., r \ 111,aw;~ M.,e>li"-'.'' ,,· .... .,.. .. . I .. / !. ! \ \ \\ \ , \ \ \ \ \ / '"':;, \ !,; \ \ \ \ \ / JI 'S.___, \ "\ ""\ I I I\\ -------735--...._ '· I / / 10' UTILITY EASEMENT---' ROAD RIGHT-OF-WAY r l 1 +~~ I N -0 N ' <D 0 ' .. ~ "' -C © E E 0 0 '!i u. 0 0 ~ "' 0. 'O " "' > " a: 2 0 00 > © a: <Jl<Jl~l~l~I ~ PLAN.5 PREPARED BY: ~r7-~ .....~$~...--~---,..---.. ;;;i,/11/i DONALD BABINEAU QUAllf!ED FOR.E5TER SJ ~ ~ tJ a: 0 z <( :I :I: w ...... > Q z ::, 0 0 z cc ..,J D.. z 0 -1-z w 1-w a: w w a: I-I-z cc 0 -u.. -z C, -Cf) i ~ ~ ~ ~ "'II i i w I i Ii;! ~ ~ Ci c.\l ro ~., '°"". N N '1 "'1'~_,.j I I oo ""'' "' -..i' "" ~ "' "' "' -·~~ "" . tD li? CJ NC\/,,.. ---.-. a .... "!J 00 S 00 "."' "'"' 0 0 ..I ..I § Ice! ~ ,,; ZN ,_,__ ~ ;;3 13: 0:, v,"" "'"'. mo.. N~ I a! 0 ,. ;-;; K'. 0 0 0 ... , -" O'.) <') "' N Cl) I-N z ... w ~ :I m I-'.; UJ > II.I 0: > ::, z j -<( >-~ ::, 0 a. 0 0 Ill: w m t: I-[,j f/j . w w :& ~ w w a: ,_ (/) I I-m N 0 ,,_ Lie ~ ~ ~ sq" Cl. 0 Designed· Drawn; Checked Scale· Date: Job No.: Sheet No., DAB DAB DAB 1" , 50' 08/08/12 05170.0 Cf{~: Di-"' !·"E'J/0?/-J, 'N T·1 (:':>$ '·,n~,,·-,<~,,,.,-~,,.,..~--"~'bc,-.-";,,"""'~''""""" ______ .,_,_, _____________ ,...r" ___________________________________________________________________________________________________________________________________________________________________________________________________________________ J. ________ _;;,;;.;.:.:.;;.._J Sheets 1 of t-··--····----. . -·-.. ·-c ... ·-·--·-·--·-····--------------. -·-·----··········· --· ···---SOUND VIEW MANOR ----=~----SITE ADDRESS SURVEY BY BENCHL1ARK SURVEYOR NOTES -----------·-·-·--·· APPROXIMATELY 4400 BLOCK OF SW DASH POINT ROAD (SR 509) FEDERAL WAY, WA 98023 BOUNDARY AND TOPOGRAPHIC: C.E.S. NW INC Clv1L ENGINEERING & SURVEYING 310 2911-1 STREET NE VERTICAL DA TUM: NORTH END OF 18" CONCRETE CULVERT PER SANITARY SEWER PLANS FOR DUMAS BAY NO. 1 PROV1DED BY LAKEHAVEN UTILITY DISTRICT. ELEVATION = 126.9. 1. BASIS OF BEARINGS IS THE PLAT OF TWIN LAKES NO. 6 (REC. NO. A PORTION Of THE NE 1/4 Of THE SW 1/4 OF SEC. 11, TWP. 21 N., RGE. 3 E., W.M., :6\~::::~:~~ SYSTEM IS ASSUMED. .. PUYALLUP, WA 98372 OFFICE (253) 848-4282 FAX (253) 848-4278 -0 VERTICAL DATUM NGVD 1929 PER LAKEHAVEN UllLITY DISTRICT. PARCEL NUMBERS 112103-9060 AND 112103--9119 LEGAL DESCRIPTION OWNER / DEVELOPER PARCEL A: NGVD-29 PER CITY OF FEDERAL WAY BASIS OF BEARINGS UTILITIES WATER: POWER: SEWER: CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON TACOMA WATER PUBLIC SERVICES FIRE DEPARTMENT: POLICE DEPARll.lENT: SCHOOL DISTRICT: SOUTH KING FIRE AND RESCUE CITY OF FEDERAL WAY -/ WESTBROOK INVESTMENTS, LLC 437 29TH STREET NE, SUITE G PUYALLUP, WA 98372 CONTACT: JERRY MAHAN PHONE (253) 841-7000 BASIS OF BEARINGS IS 11-IE PLAT OF TWIN LAKES NO. 6 11-IE NORTI-1 132 FEET or THE SOUTI-IEAST QUARTER OF THE NORTHEAST QUARTER OF 11-IE SOUTIIWEST QUARTER OF SECllON 11, TOWNSHIP 21 NORTI-1, RANGE 3 EAST, \V.M .. IN KING COUNTY, WASHINGTON. PARCEL B: TELEPHONE: CABLE TELEIISION: GAS: PUGET SOUND ENERGY LAKEHAVEN UllUTY DISTRICT QWEST COMMUNICA llONS COMCAST PUGET SOUND ENERGY MASS TRANSIT: . FEDERAL WAY PUBLIC SCHOOLS METRO ~ ~ /_,,-· ./-... ./'./'// _.,,.......,// ,./-/ __ ,.,,--------~-/_ . .,.,.,,,.-# _ __./,-/'"..-/ __./ ~,---0;.--/ /' _.-~ (REC. NO. 7611230497) ~ SHEET INDEX PP1 SV1 SV2 Gll1.0 GRU GR1.2 GR1.3 C1 C2 C3 1'(.)21.08') ,-----' PRELIMINARY PLAT SITE PLAN / COVER SHEET BOlll~DARY & TOPOGRAPHIC SI.IIIIIEY TOPOGRAPHIC SLOPE EXHIBIT CLEARING AND GRADING PLAN SITE CROSS SECTION SITE CROSS SECTION THAT PORTION OF THE NORTH _HALF OF 11-IE NORTI-IEAST QUARTER OF THE SOUTI-IWEST QUARTEI, or SECllON 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M,, IN KING COUNTY, WASHINGTON, LYING SOUTI-1 OF MARINE \11EW DRIVE AND EAST OF ,F.8 HOYT ROAD; EXCEPT 11-IE WEST 600 FEET 11-IEREOF; AND HEW FOR CENTlR Of src11Q~1 Pos1r10N -~ -\-..1~ ____ ,,--/--.--.. ·. ~ .... · .. /' ~<-;::),/ mu ND EW' ,'\SCD 3' X3' cmJCf(ETE --. X \ <--.....--.. -·---.,./ ~~ /<:::):.-'.....,, ~Wl~UIJFNI l/1i1H 1/2' BR/\SS NAI~ _.,..,.,...-\ 1 ~//./ ./ .... ·· ..•. ,# _,,.-;--~&"> \41fll LARGr PUNCH -06' DO'ft'N ~~ I '\ ,,// ~. ,··.,.-·_g:f .. -.. ---.·--.::;,;j;..-.-.. ,,..-? ~ _. '-I ,. ,-~ .. """ '/ / ',1 _,/ _....--c;;.,/ ...-· ..... ,...-7 ,.....··. ,--,, ,.... ,...-7 .. ~··"' ~ -----~ --L~ ~ _ . -· _,. "; .....-:~3 29' •. ;..:f1i:/ ./ \ / ---.,,/ .-~--;_..~ V .. SITE CROSS SECTION SOUNDVIEW DRIVE !PLAN & PIIOFILEI SW DASH POINT ROAD IIIAl.f STREET FRONTAGE IMPROVEMENTS! CONCEPTUAi. RETENTION POND DESIGN !PLAN & PROFILE! EXCEPT THAT PORTION CONVEYED TO THE STA TE OF WASHINGTON FOR STATE ROUTE SR 509 BY INS1RUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9306172027. / _..,. ---.,?"'f ·:-/·= . "'"'-----. -7F I , ...-;:..,:;,..---/ ,.,.... ...... ~ .. 't:2'2-sonG'53'W \ / // ,...-/ ,. • • 1:~ V / ··-/ /j;7 -------./ --_.,,,...,.-. / __ ,,,, ~ y.?----* 5\87' .,........-\ ; ,...-7 .. .A'k ,.1• 1 •. 'G""':r \ I 1111029132 /-~ ,..--,---,,,,/·__. .. ~Yt~(l~,--" ,» ;#~ ~ 1 ~ H1JNAU) .& SHD!.Y ZAFFINO .. /" __ ,,,_.,. .. <~~;::-'{/:.1·.:·.:'-:_dP ·./ j / s1:1GI~ r·11MHY RESIDENTIAL (RS1s.o) .......... /,., ~ . . __ ,.. ........ -.. _··.··· .. ,.· •• · .• -.-•••.•.•... -....... · .. ~ •. · .• ··.··.• .• ·.:, ..... :··· .•.•. ·.·.·.:.:.•.•.·~.·.·.•._.··.•.· .• ~ .. :.:;_···.::."".· .. • .. ;.· ... ::_:'.·:·/.1;.•.((:::--·/ .. ::-~. 0 I / -,...-7 .. ~ / --r;~~ ~ I I . /,.... ,...-7 .... •.·· ... -.·· .. ·• ..... •.· .. ··,· .. · .. · ..... ·.· ... -., .. ,·.·".-.•.··.,·.-.... ~ ... · ... / .. · .... · ...... · ... · .. J-C·········.,·,.··.· •. " ... ··.·.·.··.'.·, .. ,-,··,.· •. ·•.· .. ·.·.·.·.·.•.·.···.·.·.·.·."·.·.·."".·.··.·."'.\,'} • ;~~ --'.i,"$'1-\\~-S -+--DRAINAGE EASEMENT ' : / ......__20' WATER ,...-7 ..... ~ ........ ..?f;':;;:;,.t: • c;,• . . . . . 11~'"" ! PER PLAT or 1'/lN 1 I EASEMENT PER I I 1 [lf:VfLOPED ·. , ,...-7~ ........... --.. -.. ·" ... ~ .... ·~.· ...... ·."'.·.· ... · .. ·• .. ·.···.·.· .. ·.··.· .. ·.~.'.•·.··;,-···.·· .. ·.····.·.,.:.-.:.·.··.·.··:";(;.::. ~--. . . , -~ ~~if I :~ ~~o6vm I /1 I ~Jso:;on·:t ___ .,,,.-/ .,'"' ,", ... _.-,.~--" ---.-., :,,,.-,~ . ~ _.. ~\~ ·~ ~ I I i'/~6~~(,:t''Y ..... .... .,,,.... --·4~:;:'.c:··.ii ,: .. · ·. . . ~i i,cJJ>-.,'i',"' I I / 8731990280 ··-·-· . ____/ I \·/ , ~ ........... ,dtc?<< ,, X" .. • " A ~, \ . I 29 / ( G_A~Y L & JUDIIH C. AllAMS / ' / / ........... ./ ,;1;J0'' :'tt'",J'(;,f ~ . ""' ,tj~ ' f I / / S,llv[ FAMILY RESIDENllAL ~":1'<G'Jc, . /mW3905 . ,...-7.. /,,,-'°~j)i{c<~"" . ; ~~\..10:--c6RN;--~~~-TRACT 'G' I ::~i:r1ig0RANS01.\ // (RS7.1) °''; tcti';, I t,<Pcf'TII.I !· Cll/?Ci{Y ;·pc[! , ~ _. • .-~ •.)i:/"" ~~:n ,'lllf>I _,.....SEIBACK T\'P '@.: ~-SINGI [·FAMILY I/ 28 ~ >r2fi8ir cmc,, , AM:tY 1;1·:i;),llli/\L (ll,iS.O)_...r _.... _./ \ <"'"" ·'; . 0 ..d"(l-rtl~ef~;.--· ( ) \ \~, OPEN SPACE I ,11s•DrnTLAL (RS7.2) / FOU·N·D. Fl&'IY. M0'1UMENI CAc.,[-·_) ; 50) I .,-• ./ 4-\ ·· '\' ...ta"" ,:;01,'\~ / _..> ':;t 10,421 S.F. j W,TH7K_ NAILS AT 2'X2' OFfOCIS ' ,.-• ,...-7 I · ·--/ /I -~,.S[l MUl:l_& -:-ACK T:V•J WAS } ,-· ~ ,,,.. .,:;; r,d_D H)I{ L/W AIJGNl,IENT OF RCAD --:·":----, ~ __,--~~t = 3 UI,....----I ~~'\'I ,...,.-, \(~ .. • .•\) ,•' ..... " ""''"""' :-*' 5.00 ... --..-.J., "·. _. _,.... P':.~ ·.<, /' ~--lijl;' 9,752 S.f .• <};~ ';-;f _..-, ~, ,., .. ,. . ... ···-~· ~--·" {:_;,''l\::. ( ~ c' ~··""Iii. "',"' ;.:;,;:; :.2 ,,,,.,,. ~""1·:"!" \, ,,.S884JO/[ ~-/v _.,,..,....-/ 4i:' M/X -. / ::\1-""" ~,,, •. ,, "'" _. ~ . .• ~/ -1406' / .... ,,_\ J ---,o.2, ' $':;,i,, , ,..-· 4,r:,,~,,-""'"" · · ;;2iB.oo, • .... ,/ , ·,.\ sw"tt¢~ (5041') ~ • '• 6·.·.ISJJ'J'i'--/!.""""' .... -. ~ . ,/;~ ... ~-' ,,,:r,.,, ' ,, 1,1T':>S!1]5~ s;coNCRtlEPAll11 \ }...;~:::-.."~ R.,/16?0' \ " .,e'C \'&< .-•' ~ •" '~"''• -· ?~ ,g; 2 GRAVEL SHOULDERS .,;, ~-·~~==--·--,:-...: \:~1/}! I \ ------/~~_.,;;-··" • ::.--.7...-:.'\,t,~~~ \ \·""'·· 10188Sf. \ _\ ·q;,, g ,···:···---...::::::.;-<°'"''''" .~·,' / ~ .•. -"" . ;.,/"° 1<~,.~-""'1'.fS '((';i , _ • l:;.-·--c: ·• •. _, Ll -.....___.0 I ""' I .. \ -_.., -~ : . _..,. _...., '·" "'I,,(-,. . :.'l!~ .... ~ ,91.~7::;.... • .... ,:·--...~ .., , ,. -~ _..-.,... " )s~ ~· . t~ t?l., \ ----3. METI-IOD AND DATE OF MONUMENT LOCATION: FIELD TRAVERSE IN NOVEMBER AND DECEMBER 2005. 4. EQUIPMENT USED: GEODIMETER 608 6. THIS SURVEY DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, EXCEPT AS SHOWN. 7. VERTICAL DATUM: NORTH END OF 18" CONCRETE CULVERT PER SANITARY SEWER PLANS FOR DUMAS BAY NO. 1 PROV1DED BY LAKEHAVEN UTILITY DISffilCT. ELEVATION = 126.9. NGVD 1929 PER LAKEHAVEN UTILITY DISTRICT. 8. COMMITMENT FOR llllE INSURANCE USED WAS PREPARED BY TICOR llllE COMPANY, NO. 6356758-2, DATED AUGUST 9, 2005 AT 8: 00 AM. 9. THE LOCATIONS OF UNDERGROUND UllLITIES AS SHOWN HEREON ARE BASED ON ABOVE GROUND SURFACE FEATURES AND ANY DRAWINGS PROVIDED TO THE SURVEYOR. LOCATIONS OF UNDERGROUND UTILlllES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY AND /OR DO EXIST. 10 .. THE CENTERLINE ALIGNMENT FOR SW DASH POINT ROAD WAS ESTABLISHED USING INFORMAllON PROVIDED IN RECORD OF SURVEY NO. 7507220464. 11-IE POINT OF CURVATURE SHOWN HEREON WAS ESTABLISHED USING INFORMAllON PROV1DED IN WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ROAD PLAN ENTlllED "SR 509 PIERCE COUNTY LINE TO PSH NO. 1 KING COUNTY" DATED 8-21-87. 11. 11-IE LOCATION OF THE PROPOSED SANITARY SEWER EASEMENT IS BASED ON ALIGNMENTS PROV1DED IN PLANS FROM 11-IE 1.AKEHAVEN UTILITY DISTRICT AND 11-IE PLAT OF DUMAS BAY NO. 2. THERE WAS NO DOCUMENTATION PROV1DED FOR AN EASEMENT EXCEPT FOR AGREEMENTS Will-I THE DISTRICT OF RECORD WHICH DO NOT SPECIFY AN EXACT 11'1011-1. THE LOCAllON OF 11-IE EASEMENT IS ASSUMED TO BE WHERE.THE FACIUllES ARE ON/IN THE GROUND AND THE ALIGNMENT AND/OR WIDTH FOR THE EASEMENT SHOULD PROBABLY BE MODIFIED IN AN EASEMENT DOCUMENT TO MATCH 11-IE ASBUILT LOCATION. 12. THE DIRT ROAD RUNNING SOUTI-IEASTERL Y FROM SW DASH POINT ROAD APPEARS TO BE TYE CENTERLINE OF A PERPETUAL, NON-EXCLUSIVE, ROAD EASEMENT WITH A NOT TO EXCEED 60 FOOT WIDTH PER EASEMENT RECORDED UNDER REC. NO. 4499950. •• -$'27.'.so-· t/ I I / "'' " " I \ _ . · ·· · ,.e~j{/<f~-,:-. ,,., <~~~ ~ls9oRs~ " --~ · 3 r {__ . ;;o I j ""> ", , '-... / -·, 1 "'-7--. -·\ ....-," ... .,, ~~_;;... ... ci 9 : !.. iiJl!i 20 FRONT( 1 9,773 s.r. . . . ... 11 1-1 "' "' ....___.. "" •. . . • •.• -~·,_ •...•• -_;p· ' ' Jtr'v.;" ~ #> ; k 11"/ . SElllACK T\'P .. . J . ' 'Q / I • "' / --I -~-3 .,~~ ::'!/!·/.·;:'_>-~ ' \' ij.'i't /Jt '\ "W ' ·-_.., . ~&r: \ I .,.,. ------------------I I 87.,L90300 A .. --· ... ·· -· -/ ____ __,..-. · . --~ ---~" · --,•""' . · .Sll3'Y .! ··---:··-·-. J I I · · · _ . N8.7'5959 .. 0 --~-.. .• , .IOl[PH C. DION 31 IS 'r;. .. =_...-1-___ ?--' ,1': ~ / -·.,e9.77'·· .. -..J...,.......---·1B4.86'·······-··· 1 SINGI.E-·FN,l[Y •v;;s;;-. .. · _;_...;. • .,---,~···', 1 ' .,s'i,.W...--. , / / •.• "1 ';..o; 4 5' 90£ AND REAR ._ ;;j . SEMil! S. SADAY c,,,'S:,L. ~ -· .. · --c"'.""~ .=-er c . i9-~. •.;,. . ! 8..l!> 0 / , &. ""'1\ / SEIBACK (T\'P) 'P. !::: -----··----SINGII-FAl.ll~Y / ) '"6// "-s = -er· ::s J_ J.._, · / k-"i" 9,726 s.r. 11 u , 1' 9,730 s.F. 111 '-1:ESlllENTIA, 1RS7.7) / J , ------11 \."1~-10.,,,/ ' f!i!_ di/,, /1 1· " / I ~;:::11\ 1Q 4r 4/.'.'...IL::::56.12 ~ -"'·~----""0-1:.t.. ... ,E ---"-" -----/ C '-w '-I / / , i / r_/.16620' R•10000 -..1-S+J3' ,.,,__ __ --·----~.f•:!!. ·----,---·· ----s88'25"WE· ~-----·-· ·· ··· ' • / 32 6'--05'2G'91 ···' I I '··.1'."{ ;!( • R-,oo· 00 lo 'r~ .,,.,._ "-···-~~ J95.9fl' / ' -.......... ' - --5 I 1nri-mflT -, r<c 116.10 1 __ .1;-84" • · fl; · · I , ~ \ --··· ------1a5c29c. ----· ----1 1s· PRorosEo ---l·-1· -. I~~~ tj/1 l. ",{)) . 2~ . . · 1!i / . '·.,' ' -~ . . . JJ~ i .. f.-.--........ ,· /!'i . . . ',. / 1 n. 1tr Nr SW 1 /4 -·:..L-__ ,,Y /'ID. 2 ,, 5}-',j _/ /" ;,t b, {!¥ 9,916 .,J. ~ fl , \. 0,82.l S.F. f! , · · ~ TWIN 1.Al(ES NO, 6 I , EASEMENT I I I {-,i)j/o, ! 1· ~,ii '. \. ' ~ VGL IOI PGS. 32-·33 " 11 . . . I ·.· ~ ~ --·---·---SB8'25'46'[· --··· ----·-· / /_. ···---·--"·-·'--• ·------··· ··-I ..•. .§' /\)]19903]0 . ' \ I ,-. ---· =--: ___ ·-· _-• __ ..... --. , --,,,,.-,:,~ E __ ::......::: •· iii'i coMPAss crnrrn I ·K:.~:G!90°!i1v I r' I ii4 : / / 1\13.!!i" • ;ll;;~oo --· ...... . --"w~'f::_-·-· -----·7 1-"i'R'/ !~'.;i'.11~\ic1 fl9 L , ..'I Ji /~ 19 ,;; / 6 \ \ .$. I SIHQHMIII y --1--1 O ~~_§IJ_ffIB_ __ J /!¥ 9,/Kl \.F. I?!; I 10 424 S.F \. \, {/;c/ ff w ~ '-lll'.iJ[cllu\L (c<S9.5)/ I I I / ; 2 ~7' · · \, ., /#J ~-«_,,,,1 :;i e '-, I I · I / -...::-:.. ---~s·41,•g.. -·n:::1t,i-:oo ----·-.. $8875'46'[··· -·1--1 .. .. ..... j£ ·"' ·-......._ / NI 4J . I --·--------\ -~ ..... I I [·.As,. ,·.,,.1r _____ / I jl. vi;, ~ J::; / -------·IS2.B8--. --·-·-·· h~/ /.. 210'23'... --.. -----\-\-\ ----·-·7 PROPoio wooo ~,-€ ~i\i,:Ji~(~ffMu ~ ~ I Li.II . w' ~~ ,-p ,_ . 18 'lr.i ', 0 [-l_f""S!D[rl liAl "" llSDEVi OPc]) , IT w, li.,\NIJ / ¥l I""." /;;. ~ "' !ii . . ,~ . I 1 1 \ ': CHIP .PAll!WAY AND w .. · • I -SINGLE HMILY f'i ,.J , /"' 9,770 S.F. .!J ll' , \ \ lf BENCHES ! RESl)U,TIM ) I ~ I ;j :'-I / 1:3= L 10,893 S.F. , t E. UNf, w. c.;o', --J ···· · · · --'' S-. \ I_: ___ ----··· S88'25'46'E·· ·--... I -----------'1l88'2S'-IS"E-II Ii ,;1 ,, •;, sw,\I I_ -.'· ~ if.rtl~t -\ ;~·--·------.. 4;;·--~ tg.r~ =-..... __ ----2;-#-------~-1sR~-Nt~~;~~T"'\ \~ ) I !\l BUFFER ~ \~ l;i 9,812 SJ. ~ I J 10,849 S.F. OF PROPERTY LINE ~ ~ 3/l 8731990J,1Q JE1~~i~i[ M. SWAri I L-.~l~G~l>·i~Jlll I RESIIJENTIA\ (RSJ 2\ I / I ----I I I I f 254 sr .!I di I /___ .... I 5 • .!n· \ '\ \ TRACT 'F' / ' I -.----::... . ·. / •Z@_o-:;.... -.= ··--···SBS'25'•!6'r·· --.::.. :::· __ _)\/ OPEN SPACE EASEM NT PER PLAT f Ti.ANDI BUFF£R ~ ;!ii ,.. .. . ~ :Ji 9,GOJ SJ. ~, 1 9,676 S.F. \ , 40,025 S.F. od I \'e> .L \ I t / I ---5/8" WP/\R W! 11·1 CP & ~ · 1 Jr cm WOOD 1,1c:r wn~ w sH. ER ON 1or --../ / II / t: TACK <;rn1. ,we ,s "'1 ·----------N89'46'o3"w----• I I ·::: :::· NB8"25116'w--_ -· ---J \ '\ 6~:o,., Cl-1"[ P()SI /\\ / / ..... , ,~,,·~" ''""""''-,··"" "~ .. , :I!, -• -I \ JS :1 I 8731990:';50 / / , .. , . r····· ·----1-11"'6 -----·· --, \ 6~:~ii i2 I { \ \ EXISTING TRAIL GERALD f. & JIJD!TII L. et~~:LSO~ SINC! [-Fidll~.Y RESID1:NTIAI (RS7.2) \ /\ ----··~·· ·--r /; ,~v. '-~ ... V /'-~·-'-" --._ '----i1--11\--,·· . ....., 36 I \ -.... . -R. \ , I rrn1990350 \ ........ -----· . . .. -~ii;> J / / , ··--. -~ r-·· .--/\ y, ~~ ,., I, \ \ J<~'-S W. & NINA W. \" , (' / t(=lUU,W 1'' "/ , , " f I ~/ ~ // -~---' ........ ,........._ / \ \ I ,,J(;Ots:t I \ \,u1u,N .• c11u.s.,c.. . . I ,a1,,Ls_1oxxx_ J ,. / 44 // l i. \,\ ,...._,... /· \ ·1'J"LE-'A'<F"ll'SIDENflAl(''"2' -& Gl\/hU A . / S8F1i39 l 1.72 ,. /.. 1 •. '-,, i /:J , o, 0 • "•• • •• • "_.!--·· 511,:,c-,·Al,<I' Y R's ,rn,w (RS7 iy gf I I .-<. -"'..-·· ···· -· / / / ' · · · _ ___.....--/ \ \ I _.. \ -~·. <!; / 10.842 S.F. .,.!. 10.34 SJ. ~'\ / fl; \ / r-:·;::! 990370 ' SITE STATISTICAL BREAK DOWN COMPREHENSIVE PLAN DESIGNA 110N: EXISTING ZONING: EXISTING SITE AREA: EXISTING BUILDINGS: NET PLAT AREA: ALLOWABLE LOT AREA: ALLOWABLE LOT FRONTAGE: ALLOWABLE BUILDING HEIGHT: PARKING REQUIRED: FRONT YARD SETBACK: SIDE YARD SETBACK: REAR YARD SETBACK: TOTAL LOTS PROPOSED: SMALLEST LOT AREA: LARGEST LOT AREA: AVERAGE LOT AREA: DENSITY: PROJECTED TRAFFIC FLOW: PROPOSED PUBLIC RIGHT OF WAY EXISTING IMPERv10US SURFACE: PROPOSED IMPERv10US SURFACE: (ONSITE PAVEMENT/CONCRETE) SINGLE-FAMILY HIGH-DENSITY SINGLE-FAMILY RESIOENllAL (RS--9 .. 6) 392,630± SQ. FT. (9.01± ACRES) VACANT 222,376± SQ, FT. (5.11± ACRES) 9,600 SQ. Fl (MIN.) 30 FEET (MIN.) 30' ABOVE AVERAGE BUILDING ELEVATION 2 PARKING SPACES (MIN.) 20 FEET 5 FEET 5 FEET 21 LOTS 9,603 SQ. FT. 15,327 SQ. Fl 10,555 SQ. Fl 2.33± LOTS/ ACRE 210± VEHICLE ffilPS/DAY 29,870 SQ. Fl (0.69± ACRES) 6,699 SQ, FT. (0.15± ACRES) 79,645 SQ. FT. (1.82± ACRES) GRAPHI<'.:'-SCALE 50 0 25 50 100 200 M.-.•;;;J L --j.MiilFRild)i':BA\1>4',~ tt tWl4Wk --( IN FEET ) 1 inch = 50 ft. ,--·1 ! ,, '· ' ' I ' .. r,.,-:c-i' I , i L\'~u-~,;,. i ~j .j 1-i; l" '< --.-e;~"::::{ ---~ ·I·· I 0~ I I -~•, I L! sw ,\re -----· . ···-.... ( <ii . 1--, ·~ /_..--\8 D!Jl.'4S r;,w -:,._"f:t \ / / I b ~~ ~ Sful32._71!30t!._£::{;,-~.j <'J ~#.FY, s11~ x$"1\t +r~ ~i\ , si'-G\.. "" 1:,i.. L OUPiAS -~~! t.?f'.,Jh.: -----··--/ , t•'I~ ., _,,------·-u;.t "B'!b···\ r~r,:#-;""-----~!,;.,./BAY ~"fa t,!:t 1------•... / ..,.1 ~ ~~ , I PARK i3~ ~\_,:,, /'/.._~ J;or,, ! 1) ~,;~l~I~ ~,i~: /~ ~v~--=p' -',,1;:;I''"'\~ Cr SW_~£. k ,-P,-S~...:.:J\. "''fiTI ~"' 'Z '"/ln/s _,/itiX',;'° ,a;. 'l!,l,0~'10, ,',,.1, -"Z ,~,? 7,)~il ....---·-----•·-1::::-·,--e,, , ·,~ ·i:/./17,, , c:i·,;;1 T,,.~ '1/:11 ,,,,;:,; .. 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"/1 u 'f',~1 ,:; .............;'2_.....u;u.._ ---;,r-~-;,,___.._I ST/ ,,,, '1\1<%0 _ _...Y':,1/1 ,5'y'f''-<>,: )4 j . .,, , -->/ af•:C'' ~! 511 13\l'il1-';, "\l , , · '/,, \ ,;t,, , ,e s.}-,,, ",,,. ~ ' "I'.'' ~ ' .. ;I~)',$/-'.!. §c,,. _:,Jr,,,-!; 2'~ • c;~""'--" ,)-'~,roe '--~;iw:f;;•-, ,/«'!i • ··-< " ' 0 • '"" ~ ,,,.,, • • 3 ,, )) ·-, t. __ ,', \DASH -~' :-4-~"""~~·->,"'"'"~r~:,4zov~"I"'" <'or;;~ ',} .. -\Ai,. ·· .s1c3.1orH sr' t;:U'iif)'J "'"'2/'.:: :::. sl~~;s.~'-~1 , 'z · · · ' D)lsH " '· -=');_!. ( " le. "",_::.~'!ff-~. W,# I ;::, ~.~,~ _ '.·,,·. _ PDIN1 . · ,r)-, ' ,,M~.J' ~~r.,3n;v,~, ur£r OJ · ,r,1~Y, "Ji.,?; · ""' · • ' ·A ;i:% ,---· ,~ J' ' ,,,.,, ·, • .-.-so .. ~¢.,··· .. '.'."". ''" .. '.·\'[!.· ... ST:{f£1. . ;, W,;'i".L. --ti'..,)( 10_~--:;;.,\p.·1->. ~0:-. ':11'!1 /--.'.''z.:/j, e~.:t .-. PARK :?;l,4?,--J1~t.F\\ ' ___,,;f'··~'·z;..,~. [1:;, ~X 1;?,';s,, . . _ ·. · <1 luna:c,-') d}:)7 Jo '"'-'""·-fc' <:'",~-'/.: I;.~-\\ Ol S'.! 3.l;:'.D!. 1!, lP' •I . 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LEGEND PROPERTY /LOT LINE EASEMENT LINE ROAD CENTERLINE EDGE 01' PAv1NG/CUl1B LINE CONTOUH UN, STORM DRAIN CATCH BASIN CATCH BASIN TYPE 2 STORM DRAIN LINE SANITARY SE\\IER MANHOLE SANITARY St WER LINC GI.FAN our WATrn VAi.VE WATER FIRE HYDRANT WATER MAIN LINE ASPHALT PAVING CONCRE1F IWOF DRAIN UNF ROCKERY GAS METER WATER METER POWER TRANSFORMER ELECTRIC BOX, FLUSH lRAFFIC SIGNAL BOX STRE(T LIGHI GAS VALVE UllUTY POLE GUY ANCHOR TELEPHONE RISER SIGN (AS NOTED) SECURITY LIGHT TRAFFIC SIGNAL POLE MONUMENT IN CASE POWER VAULT CHAIN LINK FENCE SECllON LINE WOOD FENCE RETAINING WALL PROPOSED ··130-----~-__,,,/ 11111 @ --D---9 $···-·---• :H: .... ------· w----···-c=....=i c~::::c:c;-~:-J ·---------RO-----CIIIOQII; ..JIL ~ ----o---~-::::e:-:=-,c-EARTH\"JORK QUANTITIES ±59,000 CY CUT, ±23,000 CY FILL NET = ±36,000 CY CUT QUANllTIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CALCULATE QllANTlllES FOR BID PURPOSES. r'Y ~-.i., 1 ·-;-_ 'ii'~"'~ I /fJ \ I / 1:1-I_/ 1 i ~ , i Ii;; \ ~m~,. a ' // ~-' ~ . OPEN SPACE CATEGORY I PERCENT OF SITE \--· -ROBERT AURTHUR CORCORAN Si'.~GLE,"rt,.MILY RESIDENTIAL (RS7.?) TRACT 'A' -STORM 11,825 SQ. FT. (0.27± ACRES) -NOT CATEGORIZED I 20,264 SQ. FT. (0.47± ACRES) -CONSERVATION I CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 --__ -\. RrnA~. & c:". L~N~ , . sc 114, NE 1/4, sw 1;, \ .· I \ I '16213 S870r 58 f. , .rO . . \ \ ~ 2,939 SQ. FT. (0.07± ACRES) • BUFFER OPEN SPACEf 2,915 SQ. Fl (0.07± ACRES) -BUFFER OPEN SPACE! 40,025 SQ. FT. (0.92± ACRES) --CONSERVATION 49,177 SQ. FT. (1.13± ACRES) -USEABLE CITY OF FEDERAL WAY PRECONSTRUCTION/INSPECTION ~n~ -~ ~w··-----"' .... .... .... -z::. " m .... '-, l() .... ~ "" en 0 N N ro ' "' 0 .... .... .... 0 ~ '-, '-, -a, 0 0 -0 -0 -1~1~13\:1:1~, C I-:, Cf) (/) I 0 J-.-I->· z z -,: w w _J :a; :a; ~ U) U) :;E 1-01-1-0 o OQ(50..J • :::E ::E . 0 s: ::,s "' s: . 0 0 . Z LLOOLJ....<:{ q3:3;Q1-01.....:w..:ow e-::, 0 >--,: ...J z 0 I-0 w z C z 0 0 ~ 0 ·;; © I-a: Cf) I I-~ <~ d ci w a:. ·0:0:> wouwf--> Q_ a::: 0::: Q._ w (/) w w 00....0..000 Wc:::iaWWW {/) w L.,J (/) (JJ (J) -·(f)U)---> S 5 > > > w w w w w w ~~~<Ei~~ SJ Sl> ~ ~ ~ ~ ~ ~ i ~ w ~ I I ~ \j ~ ij ........ ii.I ::, WO ::c: >-(/'J cc a: ffi .... O>Z ""!!Ill O 2 ... 01-"' "' .., ""' . NN ~ ~"<11....; I l oo ro ro-a: "<I"',:<~ IX) IX) O' -® "' "' 00 U"HQ ~ C\l N .,... ~t • • • • 0) oo K oo " .. "' .. 0 5 !'! iil "' ZN ~~ w"' I'= "' U>< " iE • "'0. N o, I ::J ,0 ~"' ~ 0. -0 0 0 .... ' -., "' M "' N c -~ 111': Z Z 0 er.: cc z ..I ...10 ..I ~ o..o uf ....,.w 1-N ........... z :;; llilolll -U'J II.I ~ >(/'J::1:~~ Ql-1-,.n_ cc -.:I' II.I §, Z ........ > ...I ,,.. C? z ...J .... -.. :::) >-== ~ ~ Oc::U) gci U)~ca:~ -w a:l5 :::i! (I) ... (/) 0 ID 0 c. D. --(,fJ • .... > LI.I \\! WUJ ~ ,.._ a:: a: w D.. ~ -C ID 0 .... (/) I .... "' N .... M ., Designed: JPW JPW CAD Drawn: Checked: 10,421 SQ. FT. (0.24± ACRES) -USEABLE "' .,, '"'\''I y ~r-c--'TTW>I (1r·1 i) FEDERAL WAY PUUUC SCHOOLS 1 ll I ff:'UtRAi. .. W/1'/ .·p UBI.IC SCHOOLS \::i~!vll-.--·ri,·i:._ ,L,Ji,I_, '·· \.),._ I 1121039095 , 1'.21039099 .. 1', . , SINCL[-fAV.ILY RESIOEN,IAL (RS9.6) I I S:MCIE-FAM'IY i1LS1ll[N11Al (RSI ''1 OPEN SPACE CATEGORY PROJECT TOTALS: CATEGORY REQUIRED 15%.Ml/i PROPOSED 1 r,,.\ c I / USEABLE I 10% MIN. I 16.18% ffiACT '8' -WEll.AND BUFFER ffiACT 'C' --LANDSCAPE TRACT 'D' --LANDSCAPE TRACT 'E' -OPEN SPACE TRACT 'F' -OPEN SPACE TRACT 'G' -OPEN SPACE ffiACT 'H' --OPEN SPACE 3,937 SQ. FT. (0 .. 09± ACRES) --USEABLE N .. A. 5.16% 0.08% 0.07% 10.19% 22.11% 4.69% 1.77% I TEL. No. C253) 835-2700 Scale PERMIT NO. _: n::u,/1r"i""i"'''.~1'-I DJ ableN . 1" , 50' 04/01/08 05170.0 0 0 .. CITY OF FEDERAL W4Y, .... ,:; ;)\ ,;-: ,1' Sheet No,: '\ I CONSERVATION I N.A. I 15.35% , ....• , ... , ...... , , ' I I / / ~~; .. ED I : :~ I :::: •"PROVED BI .,. ·;,,.;··· •• , "--. ---. -I---··· ----··---··-----------·-·-·-__________ ·--_____ -··-___________________ -·-___________ --+---,....r OPEN SPACE TOTAL 31.68% DATE:. -·-1 of 10 Sheets -~~-1-•"""'-''"'""'~""'""--""""-'"''-""""'--"""'· PP1 ' ., .. No,·,,,_, '"""'''·'"''"'"""''"'''M ~"',_,,.,, •. , .. Cs',\c's,",""~""""'''' ,,,.,...,._,·"-'""- ,. ~ ~ ~ ~ '" ~ ~ ' ~ ' ~ ~1 0 ~ ~ ' ,, ' ii ' ~ R as 0 / DJ • " ----·--·--· --·• -·--0---·~----··•-wo-.,a,-~••'"'""s-•'-~ -· -·---• SOUNDVBEW MANOR --·--·--···-·--··-···-···-·--· ---·--------------··------·---A PORTION OF THE NE 1/4 OF THE SW 1/4 Of SECTDON 111, T'OWNSHBP 21 NORTH, RANGE 3 EAST OF THIE WBII..LA.METTE MER~to3AN "/ r WEST QUARTER CORNER FOUND ENCASED 3" DIA. CONCRETE MONUMENT WITH 1/4" BRASS NAIL ~ :VITH PUNCH IN LEAD PLUG -1.1' DOWN CITY OF FEDERAL WAY r KING COUNTY, WASHINGTON BOUNDARY & T()POGRAPHIC SURVEY () ~ HELD FOR CENTER OF SECTION POSITION \i, FOUND ENCASED 3"X3" CONCRETE ~ MONUMENT WITH 1 /2" BRASS NAIL 1 ;'.) WITH LARGE PUNCH -0.8' DOWN . ; il: -::?. 10 -·-·· ···-. ...J 1304.92' •·• cc::-· . . Y----··-· ··--------·----... S88'23'04"E 2609.84' ~HELD CALCULATED SIXTEENTH CORNER POSITION --....... -·--· -··--··---SANITARY MANHOLE RIM=131.12 I.E.8"PVC=122.42 SW 4.....,,~V 1 FOUND 3" CONCRETE MONUMENT WITH 1 /2" BRASS NAIL WITH PUNCH-N34'45'28"E 0,46' I FOUND 1" IRON PIPE-S86"15'57"W 0.29' 1304.92' 7 ...._._---I.E.8"PVC=122.22 SE I'...~ ---LADDER NORTH _ -~<;;,~ I I FOUND 5/8" REBAR & CAP WITH TACK "SE&A LS 1061B"-S67'42"77"W 0.31' ' ;;: (I) ~ -C/L ALIGNMENT PER PLAT SW DASH POINT ROAD -~~ ;:._,;;; . --' . I 711 / OF DUMAS PALISADES (SR 509) '-°' ~/.; 9.1• "" I w I~ w > <( 1-(/) ,-IO I <O N :Yi "' N I CJ ' "' !" '.' -0 ,z 30' ~1c oo I (5 W1a: :::, ' z I->-w >10 ,,(1:c ::i.: • i-m I'-, • .... . Li-~ 1-l i "'o· ~sl''<'~, ;_.. / "'i.. 'o~j;;. ef' -f-.1 E 12" CMP IN ;:::,. (MARINE VIEW DRIVE) 'o. ~-;..... ,,'i,'o·~'!:.$~4' ,, ·4' HOG WIRE FENCE / / / STORM STRUCTURE ~ ~ ?_....,.. ~ \" /;:,;-::---_...;; / .,,,., .-= 129.02 s. So, DUJvJAS F'ALl'.3AD£S VOL. 65, PG. 13 FOUND ENCASED 3"X3" CONCRETE FOUND EMPTY MONUMENT CASE MONUt'1ENT WITH BRASS NAIL WITH PK NAILS AT 2'X2' OFFSETS OC\ 1 ..:,. SANITARY MANHOLE ~ ~-:;V';.,.."" ,,. ,,. 4 / SANiTARY MANHOLE / / ~ Ci:) RIM=131.95 ~ ,c:<';'.'. ,.-_... _.., "I RIM=140 84 , .1,.. I.E.s::PVC=124.05 sw ~;_ .,.. .,. 1.E.s"PVC=122.14 s. / / A, ,;s' I.E.8 PVC=123.85 NE ~ ~ )--1.E.8"PVC=122.04 NW / / / ...l_. / ~ LADDER NORTH ,,,....... ~ ,.. ~ ~;..----_.,..-,,......-/ 1 ,,,LE.12"CONC.=121.64 NE WITH NO MARK -0.9' DOWN .. SET HUB & TACK THAT WAS 1 , HELD POSITION FOR ROAD AUGNMENT Hf,LD FOR E/11 AI.IGNMENT OF ROAD 'I.' ...., ,... _.., ___,... /' ;,_,<;.~.,.. 0' _.... ...-/ ·-"{.{__ ·•• / CATCH BASIN? 9 ...__ ? 8 7, !i} _... --_ _.... ~!-c · _.,. / _.... ....-10"HEMLOCK ~ / } LADDER SOUTH / / ..-I ----.. ---~/ 'i(" / ,/' ..,,/ ~ /"~~<.., O,_. . -/ 14"HEMLOCl<Y\ / 12 HE~LOCK I J RIM=143.05 -/ f-.._... -4:t1· ...... " ./ / ~~ d'/;~ ,... -· }c{J.5"F'R ... 15"HEMLOCKI I I.E.12"CMP=138.95 S 20' WATER EASEMENT PER -c ... __ . ··-·--.. -· N88"22'19"W (N89'14'30"W) ... 320.51'(321.08') ... ----_. __ .. ';,""•',;;:;.· I.E.12CONC. _....-7' .-,--: ~\..'l',Oc:?'/~ ~....-.• , .., M_"/,'\~7"FIR •26'1~* I / 1.E.12"CM.P=13864N.; 1 PLATOFTWINLAKESN0.6 ,. -r; -... CULVERT=129 70·-· • ·/ ,,,.-;; .•• ,YtSl''1 ~· /c, / ~ 3HIR) :A ' r--DRAINAGE . ·1 ~,yj}'s6', ,;' I.E.1B"CONC. . /''</ • / /' ;.~ ;:,,-/. :;:'? .d /~ / '<"HEMLOCK . \20"F1!<--/ ~~•-'7'78 I I EASEMENT PER / / STORM STRUCTURE SW 313TH STREET ---...... __________ _ «o~6.s"J,, CULVERT=126.90..,,... / ~ • ~ .y ,,..,,-;: _.., 7 12·'1" / · 1 FIR / I PLAT OF rw1N / >;., ~O !J I (BENCHMARK) ,...--; ./" r,., * ~ / I . L E / 1 &0,· ·1,, -SHED ,... £ .,. ~'"' _.., ,,. / ./ .... . , ,.... 't'i(.. .. 0, ~ 31"H<MLoc, ~I AK s No. 6 -' ·S~ I OVERHANG __ .yY /-·::"% / ·~6"FIR \.lS PINE .,,.-,....... ,.c}"\14 FIR.-\?'~-' / I N WIDTH UNKOWN ,-35' TEMPORARY TURN AROUND EASEMENT °' \ ::., I . TBM-RAILROAD SPIKE -;::;:::_..,7,,..-'J. _.,. -_.,. _.. i,li!<"HEMLOCK _.,...,. ....-~4"FIR l"-21 RR/ CB'Z' " I / PER PLAT OF TWIN LAKES NO. 6 (SHALL ) / \\ ,Ji,, 't )· IN POWER POLE-~~ ~ ...-_.,. ..--'"f'i.. M., ..--....-SANITARY MANHOLE AUTOMATICALLY EXPIRE WHEN THE PUBLIC SHED --/ ,cf;,--(!;,, 1' ELEVA·noN=135.78 4• // // ,. -'*"""PINE RIM=163.15 ,.. ..-STREET IS EXTENDED AND MAINTAINED BY OVERHANG--111 \ •· $:.~ . / 1.E.24"CMP .., // ... ..... ·I*17"HEMLOCK C/L CHANNEL=151.49 , /}.(._.. A PUBLIC AGENCY) I / Q ~'1-r. CULVERT= / / (LE. SE, W. & N,) / ..,_f\20 HEMLOCK SANITARY MANHOLE ---0 '/ o"" ,..,. .. (: I 12S 36 / / r1-1,,. FR .. • / LADDER SOUTH '\,Ll.'"CEPAR--;,:--. /SANITARY MANHOLE RlM=137.83 '// I I 'le ,,._" .,.., I I. \1"1' ~ 1cs1,;1;.-,,.... K @se-23 ./ --I "'Yi, .. / '~FMLOCK RIM=178.37 TYPE II CATCH BASIN I.E.8::PVC=126.~9 N. ;;;, / • 1.!:; /?/(?). I ji(fo"FIR ~ .. -·-""16"FIR _,.... -TEST PIT@ \':(. \ J2' cezAL,,.~ ... -C/L CHANNEL=162.61 (00 RI .. M.=145 g. 5 1.E.8 PVC=126 . ..:>···2 E.. / :f ... ///JS$; .... I \ I . .:w.. ..-.. "'Y\15 FlR l,(.6"FIR *'"CEDAR 26"FIR)-'\ \ I I 2S'HEMLOCK --·-(I.E. NE & NW) . / ,.18"Cc)/1C.=1A1.52 w. LADDER SW·,, f{ I /;'c!}·-1 \ ~ ...... \ ~-r-12FIR .. IA .IR~'HEMUlCK .>-1J4"FIR 'A( \ " "--CB'X' LADDER SOUTH [ 1 l,.20"C(JNC.•=135.61 SE j 4' C',AINI.INK FENCE'). ' /M....!/,/ / ,,_ / ··.. \ \ \ 23"HrncocK ~.30 ~ .,-~}$.( , -----.-.")k"K :::i;,; \ \ I CB V LADDER sou rH 'l ~ __ ~ /-/ 1 1 """" \ CULVJ;BT =129 .-:: ,! --..: ,_ ·" __ \ \ 1 t:it... 15 'HEMtocK~o"H~ocK ··-;i;~20,Tm26"FIR \ \ J , . , ... / • \Lo ...... -0,,---0-,,. ;; _ ..... ""'~G ,..-----·1.E.12"CONC. \-" \ / ..... V"(,s"FIR --··· ,' · ; 10.87 .... , ...... , . --' ':'~'.':~;~==.': : ,~• :: :~''£;:~ ' ~ 0 -~' ,CC_'""+~Ce C o,/5'·...:;;:.,;; < J ,'1'' O"••C:;:::'•"0000 ': ;: '\ \ ~,;;!t"::" i$,., ,~-/;':"*' / / ( ,t < CS:::::, c ;~;;; l ' " _p .... ···~7""".,,_ ....... ,, .. Cf/ CHJ 0' . ----··· "" ...• -.-··--~·-· -................... '"..... " ,, 1Sl'1NEJ4)*'·'7',y_-,'))1ESTPIT ,,...._1ESTPCit-·\ '~:f/. 21'FIRV\ ,..-J-'ll411':."LOC~~*20'FIR / \ }{16'flR\ I ,l /CONCRETE PATIO RIM=l59.13 !.E.8"ADS=157.18 W. I.E.18"CONC.=153.58 NW I.E.18"CONC.=150.67 E. .. ~c:· .. ,..... Y" TOE OF DIT O ... -_ .• -·· ...... :""·. .. .. -· .• ---\,;> " ,.. ,f,· Yli )'"\))"PINE'}"\ f/ }if;.. K -' I , ,20 flR / /. '"I"-.. 14"FIR/,"\ . ./ K .. ,,,.. I(,.., 1 • "30 6'" 7'5 ' " ~s;:-....._ __ 4 ___ .--------·',·~:.:·:· __ .. ···.:·: ....... '~.. .. ...... ",'f... .. ,{: .. -·"" , .. -"> _" )vi'... .. 16 PINE lJ"HeMtoci<V\ "" -;:::,.._ !,\i,., .. 1 ;-02"HEMLocil-~ I 20"FIRf" ..._ r ·, \ I 1. 3.4 ' ... , . 7,56 .. \ ___ ............. ·-... --.---.-', , -----:.r . ~. ,,·'""i'., .. _.-, v-'('4PINE "[ · 13''PINE -'f1("", '-s \ \ !('""" / ,·r-.-l,{;l2FlR\ I' --, ··-· I (375848) ?60_ _ ..... ':J· --.:,:....;:::~:.::;::-~. --·_: ..... · ..... , .. , .. :,--~-' .. ,:: ........ _ ........ -~·-· ....... z .. , ,.,:-'t 11' );4!£'1NE _ .. _.,.,.... _.., Jt, r -....,1"HEMtoc10 ::-., ~ \ 11 I -"'f'<,{to" e\ I 1 '---, 12.17, --WOOD SHED-W. BLDG. 1(, .. ,100 .. 00' ....... _ ... ~ .. -_.... \. -N85"3~],Q .. E--4----.... -~-·-. ;.,;;':. a.... .. . •1'"'.. .. . ........ _ . tr; " -.. 1so----0 .. -FIR ):it-' "' -J, I I I 14"~.J;!!~K ,. w:... ", I . OVERHANG-15.2' w. l."66.?.6'(66.,8') --,..--~"'"f" .. .......---.. -· ..1 ... • ....... • .. ' WATER ~6=13 53 59 --2 ·,K ' I , 1 .;.:,I-\ 7A. / , OF LINE & E s1 DG T, .. ,4 40' /·, (K / ,fY :,:.. ;;;-.--t s;:s So'·>. ~?-, O• ~~·.. /I -----·\:·----....... · · ... --/ .... ~-1::::--......:=:----.. . . "'f ~;·· .._ · '.,. MARl(ER R=716.20: ,..... ... -)4: .. -: , 2Z'PIN(y',, .. /16" EMLOCI< ' ---... \ "· \ I \ \"('" \ \ 14"FIR/ r "-, \ / \ OVERHANG-4.2.'. • 0 ' -.\.. . ------:-·"):·::::~ .. ::;::-~L-··'"'""'· 15 ..,.. ,-/ I.· 1 __ // POST L".:173.7? _.,.,....,..... {'.t,e"r~18 PINE _ .. _ ..... -· ..,. ~.-'-,\ \\ 14"HEMLOCK I )::~O"FlR \ \ / 11 '-\ I I W. OF LINE < 3 J .--)· .• -·· -. --=~sc:-e,,"?,cD ~ •A-2 ' SANITARY MANHOLE j,(.... T-81.30 / _.,.,..... 25"PIN;l1: / "'/A,3 PINC°~ , ~ \ \ K "% \ \ \ \ I / --~-· "r;.rJ->.J-~,,~ · J ::;..----'> 11(';@ / \ 1 y\.12 P!Nt / / · _.,,. · ..._ .\ K \ · v / ;, · --:::+ r· .-...... " A=D5'26'01': .... / TYPE II CATCH BASIN 'f/sr-1 ( RIM=138.15 ---/ ,.......... ,..... lo£. .. 27"FIR ..._ ' i'9.7"HiMLOCK 15"HEML~cK )' -';j, \; / ,----· .... _ -... .... • \ R-, / _..RIM=1,~5.49 / 0 .· I/ '\I.E.8"PVC=128.41 s. _ /, , ,, ~ · / . / '0k· ;" _ .. -~ J'IIJL Ba,. , \ \ \ \ \ \ / \ ' '-s /....... ...... ~ 1 :716·20. _/ 1.E24c0Nc.=129.44 w. r 1 11.E.s"Pvc=12s.1o w. Li.~104247 <J,sr-2• / 1~~c" ,,"'0.2,r1NE..,.---27F1'lf"'\.. "\ \ ) \ 14'HEMcocK / 1 , \ I , I / I i:1~:~~'/ / ,l.~3o::cMP:128.90 SE. / J / I.E.8"PVC=125.75 N~ /r:;:ti~, I "" -160· @s,--22,.. .. / / ----· -.Jl"tlfl"OC~ ..... " ............ \ \\ \ 17 H,CMLOC~ \/ / \ \ I I ' / TYPE II CATCH llAS!N·" I.L24 CMP-·.128.94 flt. ., J I ;! .. ADDER NORTH kC T~71.84' I //. I /) / .. I }f_..--~ 17"HEMLOCK~f ~ " '-~ \ \ k I \ \ I I t.r> / I RIM==.1. 44 93 L.AL10._C.R NOH1H. . hu) i/ ! -I ""Jt,\1t'HEMLOCI< J " i ~k_, , , , 14 HEMLocK.0{ 1~ ~2"HEMLOCK~ 13 HEMLOCK \' \ ~2o~FIR / '\ \ I ~ ; ) .. • LF..SO''CONC ® r f I /-.... .-------._. 16 HEMLOCK,?'\', .. .,,. I / 11"H~1CocK · • , , ', \ \ L J 1 1 LE .. 8 ,~DS=143,?3 w. cut vr:rn$,i)g 04 __ .. """''.' J J .. / ; , 5 HE1tocx 1 ,rHEM[oc!Sj/-.. 11 HEMLOCK 14'~EMLocK., \ \ I I \ ; I I.E.~C!,,CONC.=135.22 l~W · · .. I .. ·-' ... 1!\' PROPOSED / I 1 , ,.-, I / --l'(f":-· -!d,l~~LocK_ , ~..z::2o"HEMLOfK \ \ I I ,..... / I / I.E.c4 CDNC.=131.50 E. ,, '" / I / SANllAPY SCWER /l'"-I / ~ / / I ':4. 17"H[MLOCl<ioL> --:_'Ip(~-.... '...: )_ y:sEE NOTE 12 -· -/ / LADDER SOUTH A.:-6 I EASEME~n.:..sEE Nore· 11// ~Y\1?."HE'~Loc1< • \ ·-.,....,./ ,,.,,20'HEMLocK s.,I K! 7'\14"H~Loc1<_1 . ""0\.~ --1:s"HEMLoc;-\4~ \ \ -K ~-, .. / ......... 33 SP 3@ f 1 / i.;. 14 HEMLOCK J1'.: / , .,_ / ( 7 HEMLOCK --, ·r,;-J __.. -DA NO MANHOLE FouNo / * ~3"HENILOCK-·--~ 7-"\fs'HEMLOCK-...--._ / /-. .____ j \ \ \ ''.., , lZ"HDALOC!5. ""-.. "-. ~ \ ~ / ..--, ""\ ,:;----. ,a"nR / ' . / / ~18' HE.MLOCK/ .._, '-it;-"'E >,. 0 '\ / / \ ......_ . ,, 14~HE~IL0Cl< ~ I ~r: ,_.,...,,... \ 13"HEMLOCK .._ 7 H ~OCK '-"10, 14"i:1R / 7.8' vj;.. I /12"HE:MLocK 12 KEMLocK 7~4"HEMLocK r -PARCEL B \ \ ./ __..--~i'L~11"HEMLocK 11"8EMLoCK '-:. \ \ I \ • TWlN LAKE'.::') NU. 600' ;.., ~/ { / 12'HEMLOCL<K )' I / \ if' ( "74..· \ '-.. "-"' \ x_) 1)0.B w. /),,"/' / I<) -. 7-\ )r4 / ,,. • 19"HEML0 K '-. 14"HEMLOCK"-""-.. \ ...,.Ji{_14'FIR / FAST uM1T oF r , I 1 "' " -f/ \ \ -1-?l.:" .. · ..... -21·1@6' 1 ,-; ..,-.. -.. _ _ _ 1 ) c , _ \ ", , ~\\ 1 ( , , ' , 1 WtTLAND ... , ::' I g -"/ LINC NE 1/' \ \ .. ) '"'JA<lZ"PINE / / / I ./ -.., I \12"HEMLOCK ' " ' '' I \ / ' ... ' ' . ' .,, 1'""Y . !, I ~-\ ' ' \ 18"FlR '"-j. ·1 I I ,"" / NE 1/4, SW 1/4 / .. '4, ./ -· -----_ -· .... )".'-... I { 12"11cM,ocK __ .. _ I \ 'lf.. ~LOCK~ 12"MADRONA , '-\. ~ I I 'd,_ / \ A· s I ([) / / rl\ ; ""'"y\,:.:: PINE I .· / .._._ 7"\ -1rr.:. ~ '1'l\. G--. 't1--. , "' ': \ -YY -9 a· w I. 111;[, W. 630', ' I I £ I '"\:!! cf // I I ....... -I / I I __ '..._ <1>ir-11 \ 7f 27'HEMLOCK '"'AT~IR "...._ \ . ·. I I ,,;......_·'I,.. N. 1/2, N[ 1/4, SW .. 1/4 ... ....[+ :... / ;:JJ;(_ :..0 / / / I \ f ,), / ··. I ..,..-'-. ',..,.J \ \ \.___ '-, 15"Fl,;v~· .. \I ) /\ ~4"HEMLOCK\ . i I i ~ i 1B'FIR ' ; / ; ; \ ; ::: i i / ....... ·, I \ ~ ... ,," , \ ~ i J r " ·-.......... -..... :::.\ I / I j I // I / ' \ II I I / // .... -..... \ "%7"HEMLOCK \ -'/A '"' \\2c>;,. .1 I ; I _.... .... \_ ·-·--1--k I .... / \ I I 12''.H')"OCll / \ \ \.. // // I I I .,,,. /' ,, \ --) I ..... l,GO"FIR :*2··~1R '<A:. \ ~17"11EMLOCK / / I ,~ \ \ VOL 101, PGS. :l2-33 .. "' ............... -' ,,,, " 6' CHAIN LINK FENCE ', , I ~ ............. } ,., J oL -....,,,.,_ / ~ .. r5 / I I / '5c'. '-1' ... l "' ,,:,' C, ?7 /;);,, ,9• (' :::..... (' -i'ti6:~~' f ·6. .,, 0) ...,_ ' rf,// ',./ N~cJ:/ ~'i ~f I/ I ~ ,, o\ ,~ ... , 11 / ,.... .. -\ I / ~w \ / I I I I Ws" ' \ ~;"HEMLOc( ...... ~ --....... ' ""Pj;17"FIR . I I I I K -' s1• fr :J.· 1/ I I ) \ \ I JI \\ -....1 II /\ I I (I ,s HC.,LOCI< -~ --...... ) G*-11-, ,,·~"'.:},.."cK }.( ... \ \ \\\ \ I II I 1/ -R~· "'''1./ ' . l!4/i. t / / fi @ \ ; ' ..,.. ' wt6;LocK ,A\' HEMLOCK . ·. I I . """" I ~ii I I, ·SANITARY M0A~HDCE I 1" /./ /\ ' I I \ ~}"FIR/ /./ ............ _ / ~--. 15"HE"'LOCK\ \\ \\ '1 I\ \ \14" LR • ZO"FI!, A-11,* J RIM••,147.44 (147.9± ASBUILTS) / <p<!!," .._ '-...._ \ \ \.. / / ..._ ..._ & / -j)'f,h,e \ \ . I I I 1 9.5' w.r( E. END, 6" WOOD ~ I/ l/1.E.8::Pvc-139.5(ASBUILTS) / / 0 • ....._ ....._ '-\ \ \ \ \ f 15"HEf;LOCK\,(\ ( /~13"HEMLOCK \ \ \ \\ \" ~ \ I , 1s.'7• w.--,(,_j" ffNCE"2.o' NORTH'"': 11) ./ 1 ;1n\i,C-8 ,1PV:=1393AsB~ILTS) / / ., '-..... ..._" \" \ \ \ \ \ "" \/ 11 · 12"HEMLocK \ \ \\ \ · ·. I I :.:S I ; /CATCH BASIN.PATAJN .. SW 314TH STREET ------~. -WOOD RETAINING Wfil·'· 1· . .. , .. ,. ·n.., .. 5 8' REBAR WITH CAP & / / SP·-10® \ \ ' -----\ \ \ \ \ \ O \ 1;1tK 1V11,:1 WASHE~_.o~ A-12!1( / .. / /ry ·· TACK "SE&A INC 1.s 10618" / '....._ \ \ \ \ 'J1.... / 1 .\-0... \ I I • I_ • TO~D;," wOOD,d,'f.'-./ ;/ 5 / / / N16'54'07"E0.20' / / / ,, \ ............. \. \ \ \ \f"IIHIR ,..... ..... \ / \ \ '0:28FlR\. \ \ 117:.9 w,'\J..:-+-4 HOGW1RE/ENCE ~o~~7,L\'.I'<ii1~Hs 16213 -; 1 1 /. I I J/2" REBAR 111TH CAP & ·i:~cK' ,,...-"'-. .......... ' \ \ \ \ _.,.....-12""~. 15 .. /, / ,W•"HEMLocK~\\ \ \ \ ~ ... 1 \ 1'".'% l'fl'"I 3::> S. LINE, N. l/Z, -............,-13 •. / t I / J /"/ BP~&~ L,f 1287?/LS~OXXX I/ / \. "·,. \ \ \ \ {-,.... 12"11EMLOC~~t ~ / / .23"HEMLOCK \ \. \ ~ \\ ~ I \ \ \ NE 1/4, SW 1/4 /; " I / ' S871739 E 1.72 'ck. I I '-.. \ \ \ \ \ -..~ I ( --20'FIR \ {'.;I, ,_J. \ I, ~ WETLAND EDGE./£ / /. I ®P-7 .// / 'f''''FIR / ,... /..... --' ,, \ \ . ' \ 12"HEMLOCK. I . w... \ \ \ "'I" \ \ I g.4 I W.·~1 ------. -·-,~ .. -.. . / ,;L yATE / / / ....-_.... ::'.i I/ / / .-----.. , ..._ ~ \ \ \ 15"MADRONA-·-·1YHEMLOC* / / 16'F1RJ'\\ \ \ \ \ . \ \ 20"FlR 1 onLANo rncy ...,...../L.. "' , ,1. , .,... "' 1 1 ..... \ \ , 0\ --.J \ \ 1 1 \ ,s.1' w. ' IISTI.AND EDGE . . /..; ,.., 'f) I I . ' / I I /· I /' \ ·. " \ \ \ \ \ I i,,'::O \ \ \ \ .. . V,... / # ./ /·' /I~ N88"2;5' 46"W : / .. ..-/ -/ "'--'-, .....,..:...,;. ~--\ ..\.. 16"MADRONA/ .._ / Z6"FIRIA \ \ \ \ \ . \ \ \ I ~ 36 I I I I \ I NAME CB'V' CB'W' ccrx· CB'Y' CB'Z' (TYPE II) RIM ELEVATION 162.60 178.86 i.7S-,53 165.89 162.65 (LADDER N. & W.) PIPE SIZE INVERT ELEVATION OIREC110N --···----~-----·-----··-~-·~~--,--8" CMP 160.83 NORTH 8" CONG. 175.50 NORTH 8" CONG. 173.80 SW 12" CMP 173.91 NW 12" CMP 160.74 SE 12" CMP 160.64 WEST 12" CMP 156.80 EAST 12" CMP 156.64 NORTH 8" CMP 156.9 SOUTH DUMAS BAY NO. 2 // ~/ ';; ~ 22·~1' I ~ W~LOCK 'J1....l2"FI'< ) \ \ \ ,,... \ r ',,.._ ............... \ I \\Llo~.J ..... ___ I ,---~ \ \ \ \ \1. I_( / \ 12 ;_1 VOL. 112, PGS. 63-64 / . / LAMP-I -\ ;,:Xi \ :,j 'if >"' .. -..... . \ \ I ...... . ...... ' .. " I \ ")0;12'FIR I / 13"HEMLOCK/"\ \ 1~~-\ ~-...L... I -( / GAZEB6 ) 'Ji I . ::-I I ....\'1!.2"HEMLOCK I \ \ \ ,.. ........ \ \ \ I I / 13" E * \ \ \ ,o ',~ l ) I I 8 \ \ TRACT "D' /// OVERHANG-i"" 1 I \J I I ~ ......... --J ) I ',l,/'.,1.3"PINE ~, '-.._ ........... \ \ 1, II I ./ ______ ; ~.~~~LOCK \ \ ~G"FI"{"\ \ I \ I ~ \ I\ '\ • )c( I 13"FlR / I ·-/ I I"-/ ..._ -... ,, \ \ I ) "" \ \ \ \ \ · '. I \ i::\ \ 5' WOOD FENCE \ \ V // ,/ x..._ ..-' I I 12"HEMLOCK --./ I \ // ...._.... ......_ '-,, ,1 \ \ \ \ // 12"HEMLOCRhl.. K .. ii-li'HEMI.OCK~ \ \ . \ \ \ I I I I OJ \ \.., / ~ "' cc i 5.{)J;F,R i i * --i TEST PIT , ./ .. . .. PARCEL IA, 'o':"r0"07A 7A. "JA/..1" MLOCK ,~ ' \ ' ' \ -1 i t *\ 't / ::>O u.1~' / ;..--/ @) I ;:J ,-,-.. ...._ , I~'\ 114 .-225_.......,_,.. \ \ \ \ \ \-..1 (fl \ \ ,.,.... ______________ ..J ________ ....,::(/ 15' SANITARY _..../ I / , , -'/1"HEMLOCK / / _..,,...... / -,, , '-, \. 1 I .. 8"flR / \ \ . ·. / ~ \ [ SEWER EASEMENT ./ ~ / "' / -/', I / / .... \. \ K 'llt.t2"HEMLOCK I I \ \ \ \ \ \ I j,lpB"FIR m *"* _\... ............... NOTES: SW 314TH PLACE PER PLAT // / ('~ ~ Ir'-._* I // ........ 200--"%2'llEMLOCK / ( .............. 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Kl · \ 1.. , --TRACT 11 {11 .. , DESCRIPTION: PARCEL A: THE NORTH 132 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCE.L:8: seTo7 3B'E 1.so' / / / '\,_ @sP-,a I J SE 1/4, NE 1/4, sw 1/4 \ I \ 1 I"-\ \ \ \\ I \ I 1 I / ' ) -\ \ '\ \ \ / I J \ \ _.... .--235...._ @TfST PIT \ \ \ \ \ \ \ / I \ ' \ I I ,.... ----\ \ \ \ I LEGEND I \ \. _,, .& FIRE HYDRANT ,,; YARD LIGHT is WATER VALVE JI POWER PULL BOX lo' WATER METER a fflcEPHONE TERMINAL _, __ ,_ WATERLINE PAINT MARK 1 I.IG~T STANDARD -0' UTILITY POLE --"-~ .. ,._ GUARD RAIL a co 0 -~········ 0 (XXX) MAILBOX CLEANOUT ROCKERY FOUND AS NOTED PLAT DATA l;j <Xi "' a, w ~ "' ,.. 0 z 1. BASIS OF BEARINGS IS THE PLAT OF TWIN LAKES NO. 6 (REC. NO. 7611230497). 2. COORDINATE SYSTEM IS ASSUMED . 3. METHOD AND DATE OF MONUMENT LOCATION: FIELD TRAVERSE IN NOVEMBER AND DECEMBER 2005. 4. EQUIPMENT USED: GEODIMETER 608 5. THIS SURVEY COMPLIES WITH THE STANDARDS AND GUIDELINES OF THE "SURVEY RECORDING ACT' CHAPTER 58.09 RCW AND OF THE WAC 332-130. 6. THIS SURVEY DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, EXCEPT AS SHOWN. 7. VERTICAL DATUM: NORTH END OF 18" CONCRETE CULVERT PER SANITARY SEWER PLANS FOR DUMAS BAY NO. 1 PROVIDED BY LAKEHAVEN UTILITY DISTRICT. ELEVATION = 126.9. NGVD 1929 PER LAKEHAVEN UTILITY DISTRICT. 8. COMMITMENT FOR TITLE INSURANCE USED WAS PREPARED BY TICOR TITLE COMPANY, NO. 6356758-2, DATED AUGUST 9, 2005 AT 8:00 AM. 9. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE GROUND SURFACE FEATURES AND ANY DRAWINGS PROVIDED TO THE SURVEYOR. LOCATIONS OF UNDERGROUND UTILITIES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY AND/OR DO EXIST. 10. THE CENTERLINE ALIGNMENT FOR SW DASH POINT ROAD WAS ESTABLISHED USING INFORMATION PROVIDED IN RECORD OF SURVEY NO. 7507220464. THE POINT OF CURVATURE SHOWN HEREON WAS ESTABLISHED USING INFORMATION PROVIDED IN WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ROAD PLAN ENTITLED "SR 509 PIERCE COUNTY LINE TO PSH NO. 1 KING COUNT'!'' DATED 8-21-87, , HELD FOR SIXTEENTH CORNER POSITION FOUND 1-1/4" BRASS MONUMENT WITH PUNCH IN CONCRETE -0. 7' DOWN THAT PORTION OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNS,IIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF MARINE VIEW DRIVE MD EAST OF F.B. HOYT ROAD; --p --·--\, AERIAL UTILITY LINE ,I S.IGN ~ FOUND 1 1/2" BRASSIE 111TH PUNCH IN CASE STAMPED "SE&A INC. LS 10618", UNLESS 11. THE LOCATION OF THE PROPOSED SANITARY SEWER EASEMENT IS BASED ON ALIGNMENTS PROVIDED IN PLANS FROM THE LAKEHAVEN UTILl1Y DISTRICT AND THE PLAT OF DUMAS BAY NO. 2. THERE WAS NO DOCUMENTATION PROVIDED FDR AN EASEMENT EXCEPT FOR AGREEMENTS WITH THE DISTRICT OF RECORD WHICH DO NOT SPECIFY AN EXACT WIDTH. THE LOCATION OF THE EASEMENT IS ASSUMED TO BE WHERE THE FACILITIES ARE ON/IN THE GROUND AND THE ALIGNMENT AND/OR WIDTH FOR THE EASEMENT SHOULD PROBABLY BE MODIFIED IN AN EASEMENT DOCUMENT TO MATCH THE ASBUILT LOCATION. GUY ANCHOR A-12~ EXCEPT THE WEST 600 FEET THEREOF; AND ~-.. --......ty ...... ·---.. ---·.. ----i EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR STATE ' ROUT£ SR 509 BY fNSTRUM£NT RECORDED 2.,\\TfER .'+(t1\f:G CD-UNTY RECORDING @SP--10 ssa·.:c·~v·~ r.}ru~ss' Wf:TLAND FLAG OTHERWISE NOTED TEST PIT SOUTH QUARTER CORNER FOUND ENCASED 3"X3" CONCRETE MONUMENT WITH 1 / 4" BRASS NAIL . W!TH NO .MARK -0.9' DOW!\1 12. THE DIRT ROAD RUNNING SOUTHEASTERLY FROM SW DASH POINT ROAD APPEARS TO BE THE CENTERLINE OF A PERPETUAL, NON-EXCLUSIVE, ROAD EASEMENT WITH A NOT TO EXCEED 60 FOOT WIDTH PER EASEMENT RECORDED UNDER REC. NO . +-+-+&---ro n -C C .2 "' > " 0:: ::(ll<ll<ll<ll<JI ~ SJ ~ ~~ s "' "' 0 "a,/< "tj< u ~ ~ 1 I c..i ~ "' "' ~ ~"G4· ... co c:; i'=: ~;l "'"' © ~ :-:..s Ul"" "" "IS ::, ... "' p;:ii;;.. 0 0 ~ ~ '"' ~~a, ~ ;:; ~~I " I 1£ S5 _.N ~ ~~ \j .. i: ~ !;; • ~ ':~ ij 8~ M 0.. ,... () "!l 0 a: a. 0 > :I w " cc ~ ~ 0:) z en w Z O ::ii ..¢liP ..... ll-~ :::c en q:: ll. w ~ ,«( > ~ ffi ~ :Ji O ~ W a.. 0 -0 0 > ll-a: Q GU m ll-z > u, ::) a: w 0 -« :iB Q .• UJ z I!-:) z 0 w m :l 0 I DRAWN, KFC DATE: 12/05 SCALE: 1" = SO' JOB NO. : 05170.0 SHEET NO,: fu 14 ~L~------~--------'----------------=------------,, ~ 4499950. NUMBER 9306172027. I ·' r --·--· -·--· --.... ---·~-.. ---.. ·--.. .. --.. ---. --SW 320TH STREET SV1 2 OF 10 .....J ? ----·---·--·-··,--·--·-·" ----~_,~, .. •--m---•-•• •••·••--~-------------------------------------------<--+--+=+~+--+--1-------SOUNDVIEW MANOR GRAPHIC SCALE A PORTION OF THE NE 1/4 OF THE SW 1/4 Of SEC. 11, TWP. 21 N., RGE. 3 E., W.M., 50 0 25 50 100 200 ~r\-00\,;. 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No, 12531 835-2700 PERMIT NO. ~I (/) I-z UJ 2 2 0 0 ;i lL ci () 0: UJ (L D w U) > LU a: ~ \l~9P ~ I __ \ ,;!-·t -,,,., l' -( ' 1-l I I I ~r ) \ ~ 1 i I ( 7\-,r·ii,:._ "'"°'"'' \ \ I I I I / I I, \ 1--~'--1. ; / / ~---,,ow m.,, -, _ \ \ \ "'-,:; I \ \ ''a \ : '"---1 --.__ ---2t _ \ \ f W \ \ \ \ \ \ ! I~; ' ',, -\/ \ \ \ \ \ \ \ "' I / I _ __,, ~ \ \ \ ,, '· ------I _. / /:,°'?;,/ ,,,o'l-_., ,/)' / ; ---. "',~ --::: ::-~"',iig1 ;/----;(ij/:1 I-·, .. \ \ \ \\\\\"\ \ J,_.l :/ / I I II'~;: '1' !\-1\-'1\--'A\'°--,-'--,, "'" I 1· \ '\ -1 11\' I ", '-, --_,,; ;,, ;, I i ' \ \ \ \ \ \ I I \ I I I L I \ ' 1 "" ------RROPosW QJ.EAijlNG1 1 , \ ", "' \ \ \ i \ \ i 1. 1 i ! Jo j, ~,; ~ ~ 1~ ~ ~ ...__ AND' ~RABWf~ UfJffS~_ N .lo_ 1:,.'" '-·,, ~() \ \ ·\ \ \ \ ~ ~ £ i-l~ ~; ""/. / \ \ c\ \ \ \ -(TYP) \\1-,:; '':;., --..'\\'\\111/, , L \, , \ \ , , I / ~a.I>,/,,.,,. /"" '~ \..l.. , \ , \ \ I I ' • , -.____ ----,;, -',, \. 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" . ~ I I~ 0, O W §! .., .., ~ "' "' '" ~@t ~ '"" 00 IQ in ~ ~·> <I) '"' •••• (L) m X oo ~ ~" w "' .. ~ ~ 0 ~ i'c! ffi ul I w ZN i ~ .... wn ·~= ~m '13 ~« r"' ~ t;; 0: N~ I ;al ij o>--~ "' a_ -0 0 0 ,_ ' -st "' <") U) "' a: 0 Zz 11(2 !Ill':! I-0 llllal: 0 ...I w ..I ._ en ~ ~ ,,,,,. ti) -...... I-N wen z:; -0 w ~ > IX ::!: " Co ~ ;;:_ W w Q. Z >3 I-z _, """' ® -;': ...., :ai:: ::, 0 lg: en a: w m c: I-~ (I.) w I.LI z ?J:: 1-w w a: f-(/) I l-o, -J! N (J _.. ID -~ g "' 2 ;c;:: ..::t n. 0 Designed: JPW Drawn: JPW Checked, CAD -------Scale· i" = 40' Date, 04/01/08 Job No, 05170.0 Sheet No: GR1.2 6 of 10 Sheets ,.,,-,~-'" _, """ SCALl:1 HORZ: 1" = 40' VERT: 1" = 5' MANOR A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 11, TWP. 21 N., RGE. 3 E., W.M., .... T ---__ I __ _ . --I I --··1·-···------·1·-· ·----: I I -·--·-'1 I t··-·----· ---··-1--I .... ·--·--··--------i-----"""" --,--I . -! 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CITY OF FEDERAL WAY APPROVED BY: _______ _ DATE: ,-0 ~ ~ ' ' " "' 0 N ' ' ~ "' ~ 0 $1$ Cl. o_ -, -, f-(/) ::, f-0 2 >-w <( ::; _, ::;; f-0 0 () _, $ 0 z lL <( ci f-() w w a: a: w I-o_ CJ) 0 0 w w CJ) CJ) > > w w a: a: m ~ [] C C 0 w > m a: <Ji<JI~ ~i<JI 0 z &J i "' "' ¥ "' <--m "' "' A ..... ~ ~ I I "ti; a,"' m §! ~~ ~ --® ~ "' "' 00 ID 1(.1 ~ r:-Jt\J.~ (I) -, .... t 'Ill 00 " 00 o • m "' .. 0 i § I ~~ a" el " I w z Sil ,-"' ,~" \J ~ wn f!e :g u, "' " ::.I ., ~ §;~ ~ I ;;! ~ o>-~~ -0 0 0 r--' -.., co (') <(} N a: 0 z z C 0 -:i .... 0 0 ..I w ..I := U) ~ U) U) I-N w U) z r--(') 0 w "' -0, > a: :iii <( 0 I-$ C (/J w w a.· z > ::, .... _, z _, -<( ::) en ->-:it: ::, 0 a. 0 d 0 "' a: w I-m 5 I-(/) fJ) w w z ;: f-IJJ w a: I-(/) I I-a, N " +• ,._ <D C O') 0 © st " n. 0 Designed· JPW Drawn: JPW Checked: CAD Scale: 1" a 40' Date 04/01/08 Job No.: 05170.0 Sheet No.: GR1.3 7 of 10 Sheets , .. -,-.... ""-·-~·-<-> ·--'-H# --'"" --"·-·-,., < ,< -'•---.~-~-· -------souNo·vtEw------MAN-oR·-------·----------------. GRAPHIC.SCALE----~-.~-.,~"•"''_,,rn ••••••••f• -10 --<-<1 ' '-(-r----·-i------. ---·---' i I A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 11, TWP. 21 N., RGE. 3 E., W.M., ,'O \ / I I ,-I I\ !~"' ..,.;\\ /-,1\ \1 ~ ~ I -I \,·\\ I \ I 1 / \ ;\\ -; \\\-/ I \ I \ --l $ -J -\ .,.3,, \ I ,1 1r--<0' I \ ,,-._ i \ ,c§Y-\ I,\----,\ \ \\ '.\\ --\\ ! \ I _ 1 -----._ ///' \'\;-/oo\ \ ~ / --1 -\"-\ i ~ -\ 41 i __ --' \ ~ \\ '" ?;::;-"---;: \v 'i~~ -~"~ / 14 -) N :,_~~,:----------r \ \'\ \\ _'o• "-~---I \' -/ --t2'J-----_-~~\) N N ~J I -' ---; ,f-"' b ,,, , I o · :c'· \\ I /.,;,. 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' 1-1808-U> _ _Ii ____ -----U'J -w \ w z ' z --...II ' ...II :::c \ :::c u u I-\I ... Old!' ' ,c -::Ii !\ \ ::Ii 1 1701----_ _ _J '\ !--i;------• I i I \ I \ ' --I _____ , ---\--\ \ \ \' --1 I f ,-----··-: Rs -~TYP, 2, 46" ~ I -1 i sf&MGl)RE MANHOLE I 1160 ~ \ 1 STA: 1+]1.99, 34.89' RT ui RIM=±11~.oo ---_ ___ _ _ =135,4,!i, __ 6" (N) __ __, _ _ . ---'" W \ IE=135.4p, 12" {E,W) ii!: Low POINT ELEV ~ 131-55 :i! \ ~()W POINT STA 0+33.33 (.) I_-PVI STA = +62 ; ___ •_[_,-•_• __ -PVIA~~EV ~-1~~,89 K = 4.41, -~--nr-~~-00:_VJ __ J_~ •t"( : i.n--"-! 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I ·-~:?:;1_ I I J;_CJ_O% ·--~-" ' v;:,.,,_y~, ,.,,.;...... -. . .. .. :,y 2.00% 2.00% NOTES, /y_.<:/7ZZ,-, ,/,vp /'' v v v , ·--------·-, v v , ''< v v ,, ,, -,,_ //v 2-, ~j;)-_;);yj:S;}:>:~}$;'i::yj$--)»/)»;', ----' ,;;;y; '&'"':t,i' ' b ' f"t;i'~' :;-,•:;-;:,,:::::::» '-<'i:yj;)-)$--~» ::;~{,~-;::;>', -(.if, -;;<.v,«v.::<--<--«-«-«-«-««1 . -tJ -o. --o --o _ --(_) ---o _ -o ---'«--«--«-«0v<--«-«0~v:..0-«c.< '1-lJ <)>:;));:;~~'\>:%'-->:;'0;'--';;'/V/;'\>:%'-;i -1~-------,--•-~----------"' "' '/' v',:J', ,/:,_;/;S/c' ,,'-/),_;/))))0-_;;-,y)-;. <<(~-$~-$~%$%-~ , _1 2,00% /•,:<--:-«S::B:;;o;\ %{,%:0<1:v.-<00,%,,/,-11 ! I _ CEMENT CONCRETE CURB /,,. 11 • -------------------------, -TTER ( ) i u--__ _ ________ ------------" AND GU TYP ! ! -ASPHALT CONCRETE PAVEMENT 0.25' HMA CL l g STORM DRAINAGE 1/2" COMPACTED DEPTH MINIMUM --,. -_ _J SYSTEM AS REQUIRED CRUSHED SURFACING TOP COURSE. 0.17' COMPACTED DEPTH MINIMUM CRUSHED SURFACING BASE COURSE 0.42' COMPACTED DEPTH MINIMUM 1. CEMENT CONCRETE SIDEWALKS PER CITY STD. DWG. 3-12, 2. CEMENT CONCRETE CURB AND GUTTER PER CITY STD. DWG. 3-4. 3. CURB AND SIDEWALK JOINTS PER CITY STD. DWG. 3-3. 4. PLANTER STRIP SHALL BE LANDSCAPED PER LANDSCAPE PLANS AND CITY STD. DWG. 3-29 AND 3--33. 1 TYPICAL ROADWAY SECTION !INTERNAL PLAT ROAD! N.lS. -0 VERTICAL DATUM NGVIJ-29 PER CITY OF FEDERAL WAY i:ii'A: 1+21-90, 1f-25' LT rlM=139.60 E=135.74, 12" (W) _ssM!-lfil -4J _IJ_----_ 1 __ ' ~---__ J_ i[c 2_4.05, 8' !N (SW) I[; ?3.85, 8' GUT (NE/ NE IE=124.05, 8" IN S) 120 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CITY OF FEDERAL WAY PRECONSTRUCTION/INSPECTION j STA: 0+~7.91, 5.00' RT CB -TYPE 1 ' ' RfM;134.83 S + 3.3 , 22-21 1£=126.93, 6' N NE) RI~ _±131-25 ~-~ C1) ~ 0 (',j N --._ '----m -0 en I s I s <C a. (L Cl , -:, f--"' I ::, i ~I f!, :,, f---0 O z () -' w :::, OS: 0 ::, 0 z u u. <( 30 0 ,_ ,_,_: 0 lU ci UJ u 0:: 0:: UJ f--°' "--(I) w a_ 0 0 C, llJ lU '-'-' (/) (/) en > > 5 w UJ UJ "' a: a: 0 N 0 C C 0 00 > " a: <JI~ <El <EJl<J 0 z w ~ ''"" +' "'". ~ "' "' . -.J< ~ ..J ~ I I oo "' "' . ~ """. ''"" "' ~® ~ "' "' 00 l.(.lt!":) ~ ~ ~E •••• (D 00 ' • "ls = r;,j ll,) "' "' 0 i ~ 0 ffi I" ~ s "' I uI ZN I ~,_ '""' woo g;m ~ "'< t:J iE "'. ~ ma. N =, ' ::I ij < o>-f-? ~ -0 0 0 ,_ ' -.. "' C) "' N a: 0 z wW 1111( > :::.::! 0 :i ii: u. ..I cO ...I a: ~ ~ ::I: Ct.. Cl) ,. WQ ~ w s:z 11,1 .....,. cc :=ii > Zz ti Q :::,c w o .... > z (I) Cl.. :!'!: ::, 0 UJ .. 0 © 0 ~ a. ~ 0 0 a:: m I-Cl) IAI :ill C V 0 N ,_ V) "' cr, <( s a. ::, _, _, <( >-::, a. ('.)-UJ f--5 (I) ui z f--UJ UJ a: f-(1) :c f-'" N ,_ "' .. Designed· JPW Drawn: JPW Checked, CAD I I I --i I b TEL. No. (253) 835-2700 I Scale, 1,, , 50_ PERMIT NO. Date, 04/01/08 1-----------------------1. Job No, 05170.0 / 1E=126.93, a: N ls) IE;ir27.78, 12· (E,W)I t IE=126.83, 8 puT (NW) (;8~1 -TYPE 1 : I STA! 0+33.33, 22.21 • ' I 5 : 1------~~2~~tb:2ri{w)_l _ -------11 I mJ-.:t ~12 01co "''"° ,n! .,_ 0 V) n co nl"° s! c-' ro T" • i!.C) .-el~ en ' "' ,o n -1")1. ~1,-C '° '° 1:81<0 0 0, o, o-c;,100 001"" 00 0,,f i '" ----~ 0, NI~ ,. ... ~ .-1!;:::: "' ,-1~ !...-j i I i J ___ _L ____ ____l _______ L __ 150 I ______ J ----------Sheet No.: C1 Li:!_~ ~,~ -~l_m r--:i ·-:le:! 00 ' c-1 • (.():1 • Oi N ' i.n'--"'<;j---.:t "*li:o v n-N ...... ;tn ...-1"'""" .,..,_ r,-) ..-' .--1"' \........ ,---'1..-\ 1...-i I-' L----------·--··-· ·~--.. ~~--·-"··· -_______ . ._ _________ , __ _] "'I"' CX) ~ "' "' CITY OF FEDERAL WAY APPROVED BY: ___ _ 6+00 5+00 HOO 3+00 3+00 2+00 2+00 !+00 0+00 DATE: _______ _ 8 of iO Sheets ·--•-hMO,_S._ o, _ ·-•-_,_,.,._,.,..,,-.-••, •-"• •··•-,.-•~ ---· ,.,.,_,., , ,.,._o,--"'""""'"~' ,, , , ••--·-·•• -,__, """'"'"' ._ •--·•-·•-•·""'~"''., ., • ", ¥•• ·-··•r•-.~,.-~w•• "' •-• '""'' • ·--r,.,•-~·-•••o ,·-•••"""~'"'-' ,,>,, .,,,,,,,,,1"'·-·""""""'""'""''' ____________________________ ....._. .................. .....;..;;.....;;=====================-----------------------------------------------------------,--,--,---·~--------------SOUNDVIE MANOR A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 11, TWP. 21 N., RGE. 3 E., W.M., Hf-JD FOf~ CENTER OF SECTION POS!TION -· W.iND t:NCP.SFD 3"X3" CONC~fTE MO\:UMENI WllY 1/t BRASS ~JA!L WITH Lf,.RGE PUt'iCM ---0.8' 00\~N -----~----T}(j4_gy·-----------··;----7--7 -I.E.s"PVC=122.42 SW I.E.8"PVC"'122.22 SE LADDER NCRTH J,\-1M.O f-'}\LISADE'.5 ,'.:(, 6\, R; IJ O"W) .. .l205i'(J2J08') ' '\ \ ::,, \ f"GUND EMPTY fAOhUMt:Nr C/1'.~t _./ Wllh 1~K NA LS AT '/X2' Off;.i' F \ -SfT H',R & TACK ;HA-WAS ~ '"'D rn,, r;w NIGll\'EN-O' RO~D \. ~ ----->> ------I I <'....~ J ~cN r !'c:R f'LA, I ~ C/L ALA!~~ 'PAUSI\DES CF DLH J I; I I/; I I I ,I 1 / ····· -. I I I ,,,.-· ------·--·-,..-I / / ,, / ,.( / / / /I ·-, ---·· ---/ ----/ r --. ~ l I I£ 12"COr~c CULVFRl--='2~ CULVER1"12904 ~ /f\ 1,.:.E.12''CONC. . -:,_y cULWRT-129.57 ' / ---.. ,,-.-.. ., ,---··· .. . , .... , ' >;~-·,r · .. :/,'if"··-· ,,. /! / ·: /.,,. ---~ ._ ,"· --· " ' ' / ~--~----/ \I'... / /,-.19·/ /II I /, r ~;'r :Z 41-Ji I I , ,~.,. / ti:. /II i;r P-,V..,/ ; ; \ , / 9,?'/6 S.F,_ i .J-W}j' I I / ; I ( I • a ~ ·;/ II("' / I ,,_ ,.. --L ---1 .. _ .. _, < ... ,, __ .... "' _ . ..,,,.~ r-, I ~z.-( ''-··, )r j i-Vt' I "~' ••• ,• ·'··~-·-•~, -••t 1 ·-~:·:~Y'~_ ... -·:•:::·.:~::~! :., > ,' / \ ' ' Pl.AN VIEW --·--------------SW DASH POINT. ROAD I -,,_ ----~\ ...... /---I "-' z ~ tl I ~ [_ 11' (ADDITIONAL) --3~;;~-;;;~) ~• ----~~-=~? __ , ~ 22' 40' ~-§L 14' 8' ' I 5.5' • 1°'5'1 5' BIKE LANE I ' 11' [R~V"J.~ED LANE • 1 . 6' TURN LANE ' 1' SAWCUT AND REMOVE EXISTING PAVEMENT. ~'.I !all I ,-:::11 / EXISTING !all ~ i5 ~I STREET ~ tj § ~I SECTION , ... · .,, . 2.00%, I I Ice' 8 a: 2.00% U')I_ bid:4i&:ilc•••'s.2,···:d/ l':J ..... ·k •. -·,, •.• ,... • ·· · ·· · ·· :-1J-8-FT. CEMENT CONCRETE__; SIDEWALK PER CITY STD. / / ~ .· \ \_ («<'f,."' DWG. 3-12 PLANTER STRIP .· <<<Vv< CEMENT CONCRETE CURB _ _/ -GUTIER EDGE TOP ASPHALT CONCRETE PA'i[MENT Q,50' HMA CL j" AND GUTTER PER STD. SE HOT TAR SEALED DWG. 3-4 NOTES, GUTIER EDGE TO BE TACK SEALED L CEMENT CONCRETE CURB AND GUTTER VERTICAL ALIGNMENT SHALL BE STAKED BASED ON PROVIDING 2.00% CROSS SLOPE FROM THE PROPOSED SAWCUT LINE TO THE NEW EDGE OF ASPHALT PAVEMENT UNLESS OTHERWISE NOTED ON PLANS. 2. THICKNESS OF NEW ASPHALT PA'i[MENT SHALL MATCH EXISTING OR MEET THE REQUIREMENTS OF THE ABOVE PA'i[MENT SECTION WHICHEVER IS GREATER. 8 SW DASH POINT ROAD 1 ROADWAY SECTION N.r.s. 0.50' CRUSHED SURFACING TOP COURSE --,~ I~ z I I I 31 / / ',. ' GRAPHIC SCALE 50 0 25 50 100 200 ~-_.. .... -_.~ .. I D _,_ ~ ~ ~ ----------I.I". 12" CW!\' STOHM S1RUC1'U:/C. --= 129.02 S 3:/ TFMH)f\l\!('; TJHN Af1CU1'!D EASf.'Ml]d PfR PLAl CF TWIN I_Ai<ES NO. 6 (ShALL NiTOMATICl\i.LY [XPtRF. W>·1EN THE P081 :c STRErl IS rx:rnDrn AND MA!NTA1Nrn RY A P08UC AGENCY) C/l. Cl I/\M\'U.--=c·:G2 51 (I.I: i\/ & NW) 1..ADl:WI~ SUUTIJ ~ ~ A-r J". rs, q,;..: 0,. ·1"J, s/1~ :1'1,, f' ' ~ ',9),_<45," 0-3, ,1,1, 60-, / 32 ) / / / / / '-.. , j ; ,wt; -&-\litM\i Mm1111 II 'f ifflM»z **~~ ( IN FEET ) 1 inch = 60 ft. _,.-/ / / ' ' ~ VERTICAL DATUM NGVD-29 PER CITY OF FEDERAL WAY CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CITY OF FEDERAL WAY PRECONSTRUCTION/INSPECTION TEL. No. (253) 835-2700 PERMIT NO. CITY OF FEDERAL WAY APPROVED BY: ___ _ DATE: e:, ~ ' ,_ -" ~ 0 s Q -, (/) I-z w 2 2 0 () 5' u: ci () a: w a. 0 w (fl > w a: <!€] <:J ~ N ~ " '-" <O 0 ~ " -~ ~ ro s ""' 0. a -, (fl I-z w 2 2 U') 0 >-z () u; :::, 5' :::, 0 u: u ,.; ci ,c () ci u a: w "' a. w a. a a w w (fl U') > 5 w w "' O'. ~ <6J 0 -" "' N " "' 0 s a. -, I-:::, 0 >-<( _J I-0 _J 0 z <( I-LU w a: I-(fl a w (f) > w a: <EJ[<:Ji ID m 0 C C 0 "' > ID r'L Q ~, ''"" ., $!) C, r-• w i °'°'" ......... ~ ~ II~ "' "' ~ ....... & o:) "' @) ~ --"' "' . IQ lr.J (.) ~ ~ :';i ~ &:~ $!) i § ~ w:;, ;e ig ~ \J 'il i~_ ~ ~~ ~ o>-'tJ -" "'0.. 0 1-z """" -w ..... c:» :E 0 ow LO> Z a;:O ..d u,a: ...... -"-:-~ c:! o CIC W ::j Oc, 0 0 0 "' ' ~ "' "" "' "' N ~ a: CIC en -'--I-N W 1-.-z;;; Z:Z W"' --o ::Iii! 0) >Oa:1-<( QO.u.,u,s LU . Z:C:1-::,,3 01.U Z-' ::,cw-~ OCa: li:K ~ I-0 . _.. 0 (.'.J U'Jcn""a::w 1.1.. m s ...I I-UJ CIC w w :::c w z ;r: 1-w w a: 1-(f) I I-m 0 JL:N m 2 ::; Cc.. ) Designo:! JPW Dra\,vn: JPW Ch.<::::ct~ed CAD Scale· i" ~ 50' Dat,,, 04/01/08 ,JotJ No: 05170.0 Shc!ei i\Jo C2 9 c~ 10 Sreets '(/ I I \ f; ' S'.· ~--6' C !AIN LINK FENCE i ----i ----r-----i-----r-· . w /B~CK VINYL COA 1G 1 1 1 I ~g~:~~~~TtiE L~~gf ----~,-----:~T::rrAR<J_UND_P !ND_ --1~,G-ooctlf J-------1------~ -------t------, STA: 0+00.00 -_ _ --_ --· _ _ I ----.. -· l _ i ! FREEBOARD ~LEV = 137.50 i <g,._ I I - -• I EFFECTIVE STORAGE DEPlr! i • ~-r I i . · -_1 _ E~E\:: "'_ 1!.50 ' 140 --.. -+------1· .. ····-· --·-·--------------f-~,~~..:: -1 L----1-_TOI' QF -"i _E_LE~ATION 1~ .00 -... -----L ---_· i I \ -~ --ELJo~o1!~~o~ _.~--~~--=----..... ---~t--~ • 24.54' I • I · I 104.s{·----+-----------i i I : I 130 f-----t--+ ----------·:-·----T 1 I I I l DATUM ELEV --,26. oo·--· SCALE, HORZ: 1" = 20' VERT: 1" = 5' ,, ' 1,·) . ' 0+00 ', ~I :;/ I I ,---------------+ w °" ., OHO , .. ! ~-A RETENTIOt~ POND FACILITY EAST .. WEST "' .,,. o+so m d "' 0 C) .,,. J 1 + 20 ~~~~ ~~~~~~? ~~~r°~ 160 ii -·--11 ____ T_____ I .. --·-·"·-·1-· -------1 J, ' ' SOUTH R/W LINE OF SW I I DASH POINT ROAD I II I STA: o+oo.oo ! , I 1-------1-------·---···---·,------·-1 i i i ' I I I t I I 1so ,-·-· ----· · ·, ···---·-· -----.... ·-·--t-------I -l·/ ------'N r I } , ·r i I ! I / I SHGRAbE (TYP) 1 .o (Q r-'") EXl,G GRADE] I ,· . // ', I LANDSCAPE TRACT r----, · (TYP)r __ /l /~//·--1 --, _ I :::t ~.: "-i oo .... 6' CHAIN LINK FENCE I f / / I ( TRACT = N~TH LINE OF LOlj 21 ~ict~i1R1u~Aloico 140r----·· /<ti,·:_ ... -i-----1-· -I-_ _sTA:0+74~8 -----i I / I EXTERIOR SOUTH. , • • FREEBOAR ELEV = 137.50 f EMBANKMENT SLOPED I I -EFFECT! STORAGE DEP I AT MAXIMUM 3:1 · POND B TTOM <'il I ELEV. = 136.50 (TYP) ELEV. = 13 00 (TYP) i--24·0' vXRi , I I I I 1301·· ··-----1-----, ------+ ! 1. I I DATUM ELEV 126.00 SCALE, HORZ: 1" = 20' VERT: 1" = 5' sc· t:ii r< r,"') 1:'.? I'-') IJ+OO I I c-1~ ci lf) 'Sj· I"') --r--r) q °'lo ..,_.a"N --,.., 0+1':-0 c..ci ~ -10 -~ "' ,-· I"') B RETENTION POND FACILITY NOiiTH .. SOUTH --R~NTION POND INll\RIOR EMB NKMENTS SLOPEP AT 2: 1 TYP) I ---·-·-·1 ·I-·· -·• .. ··----·1 EXIJTING GRADE (TYR) ! ,nl;;lj cl oj 'T .... ·--0+80 ' "' "' . C() r-") -·1"' ~--If) I FlNISH GRAiE (TYP) , "'li/l oci l.i) ll) U") -·-·-,..: ~, <-•<•·~·~·w• --,--,,-•••• • w" ___ "'"""•-•• -·-··· --·-···' ,__, -------··-----· -· --·------· ·-· .,. ,.-.-------SOUNDVIEWcMANOR A PORTION OF THE NE 1/4 OF THE SW 1/4 Of SEC. 11, TWP. 21 N., RGE. 3 E., W.M., .,.,. .... ,...., / ~// /// SM1llARY M.~NHOLE -\. /,. _. l\l,V,0131.95 / / !,£]"PVC=124.0) $JI/,. / I.E.8"PVCcc12,x85 Nf / / / --~ ~ .. --/.. .,,.,,..-· ------· ,' I' ---... -~-?· ~,r .. · / / I' ....... //.,.-" '. :;;,..-·· .·.·.· · ... ·. . _ ..... -~·-=~:;;;;· CB -TYPE 2 (48') EMERGENCY OVERFLOW.. SPILLWAY -... _... W/DtBRIS'CAGY / / /,_. ~2'"' _. / .... / \ '· / ---i..,(\__.. .. / .,,..--· .-'\ 1') ./ .,,~ C ~ .......-. .. ,,?-/ / / // ---I>, / --·· / I' ,..-· -/· _,,.,,·· //",~~--~------. I RETEITTJON .POND --· -· -·· 1 7;:, . ..-. POND BOTIOM = 134.00 S: -:: -~ rrC:~~§7~3 _ y / .... -.. -TRACT 'A' -----112--· ,---STOF!ft!, 2 --··---, __ . ..,. -;..----.... A©.~ ... / STORAGE DEPTH= 136.50 ;/ ... Jq<;! ~--~-~' -. .,el. .. --'-,--·-· ---\i-'0 '/. . ---&C'! ---~~-=--. -c;;rc:;. =-->¥ -:---so -f -----·-/ C • ' -3' .,· -• ··· ·. . I • ---~ e::~a E> .,.-_ /·--:: ·, / ---· ----. ' -"":-..... ---J -~ _.. \,... ,,.. l---~ _ •• • 6 CHAIN IJNK FENCE --,. I / ? J / / / / / -... -· --21· -~· .... -, ....... -154" .. , ' 1/·· ..-/ ., W/BLACK VINYL COi\Tif/G ~. ,... INSTALLEIYAROUNO POND _.P\:RIM£T£R "~. I I I I / TP#11 / / 1/ --,--/.. 1. _,_ / FlNISH GRADE-· --_ ... -• (T'(P-r -/ , ' / ··;r----··. -,,_____ --,,,:: .. __ ---/ --c· .... _~---(.IT-/----3..,... ".~ ~> .. ~ ---\ J ,,. \<r)' ( .--/ . ( --·--· ,__ --.: ---..... ~1lj / ---• 1 "-/ \/,-·-·-/ / / / ! I I / / I '-0 / ...... '\(c) I 1' \ , __ _ I \ / / I / I / / / / I ---/ ---·7 --/ -/--. I r ---1 I r I I I I I / 7-..... _ --... ----·---,, .. , .. I / / / c: .,...\D, / // 20 // ~/ / •' _,,.. / / / / / / / / _/./ I / / 'o I / ,:!:' I I I -· . ;----it--"'7 -,1__ / ,«:1' ' / / .---. / / 7"---·-~/---_,, ___ " .. /_ --.. ~~-J .? /. / .. ---r -1-/ / -I 17 / ,/ ,/'---.... / / / ,.. . /\ / / ·--77 __ \ ... ' / -/ ?-0 \ ' -... I I I ,,'";,11 I I I I I I N (O ,. __ ' I I 'tj-(Q I I I (Q en I I . / / "'· I \ , .... / ·-------%1 I ---~ --.... ~-· ~ _.,. /,, -, ----I \ y / --'° ,'I"'-/ PARCEL -s-1--1 _) ;t ,19 __ .•' / -· -... I . --RETENTION POND STAGE/STORAGE TABLE POND EMBANKMENT NOTES ELEVATION 134.00 135.00 136.00 136.50 137.00 AREA (SF) 3,500 4,200 4,950 5,300 5,680 VOLUME (CF) 0 3,850 8,450 11,000 > 9,454 (REQ.) 13,770 (1998.KING COUNTY SURFACE WATER OESING MANUAL) POND<BERM EMBANKMENTS MUST BE CONSTRUCTED ON NATIVE CONSOLIDATED SOIL (OR ADEQUATELY COMPACTED AND STABLE FILL SOILS ANALYZED BY A GEOTECHNICAL ENGINttR) FREE OF LOOSE SURFACE SOIL MATERIALS, ROOTS, AND OTI-!ER ORGANIC DEBRIS. POND ~ERM EMBANKMENTS GREATER lr!AN 4 FEET IN HEIGHT MUST BE CONSTRUCTED BY EXCAV~ TING A "KEY" EQUAL TO 50% OF THE THE BERM EMBANKMENT CROSS-SECTIONAL HEIGHT,AND WIDTH. THIS REQUIREMENT MAY BE WAIVED IF SPECIFICALLY RECOMMENDED BY A GEO)J:CHNICAL ENGINEER. THE BllRM EMBANKMENT SHALL BE CONSTRUCTED OF COMPACTED SOIL (95% MINIMUM DRY DENSITY, MODIFIED PROCTOR METHOD PER ASTM D1557), PLACED IN 6" LIFTS, ~TI-! THE FOLLO'/l!NG SOIL CHARACTERISTICS PER UNITED STATES DEPAR:MENT OF AGRICULTURE'S TEXTURAL TRIANGLE: A MiNIMUM OF 20% SILT AND CLAY, A MAXIMUM OF 60% SAND, A MAXIMUM OF 60% SILT, Willi NOMINAL GRAVEL AND COBBLE CONTENT. (NOTE: IN GENERAL, EXCAVATED GLACIAL TILL IS WELL SUITED FOR BERM EMBANKMENT MATERIAL). / -· ? I I < I~~ ..:-i 1 /Vil \ / I !J.1.lt/. ; \. \\ I \\ ii \ ,, \ j I ? \. ~ ·---:.<W-1·--"·' i1 ' ~-11· '-',,I ... '-, "'-T--t---~ 1rL I ,--,-,.... ;-.·-· 1< .... ... ', ... -. " ... > -.. -c-•-'"''''"'_"_~,-, .~ """" •••·-•-•'•·-•--"""--·"'~-------" ____ ,. •.. ··---,,---·-· ·-~-~-----·--·~----.---GRAPHIC SCALE 10 -Ill / / / --------0\ / __.., / 80 ~t~e~ / .-.-/ ... . ..\44-/ ~12-FI. GRAVEL ACCESS 1 ,..... ROAD m POND BOTTOM. ~-... / 15.00% (MAX) SLOPE. ... / / ,•' / / / / ,/ / / 'b -, ~-'\ '.x ,,..-,/ ______ .,.,, PROPOSEO--STORMFlL TER VAJJLT__.., ,," = C • .SYSTEM FOR WATER JlUAlJTY . / / TREA lMENT Ml])GA no~ .. _,.. .. ..---·· / ..... >: .. ----13 / / -~--~-----.r / I I I I . -·-.. --1 ~)O--...... ---/,. / / .----::.--~~ / / / / / .-.. //2 / / / / / .-· ---~~: / 4 __ .... /--o. --·--~::;;::;-,-£2 .. -~,-_ .. C.CC"~ ·-c_.,cc -:\ ~.. • .. ' / / ;~.-... -. __ "':=c--·, / ( -1{(; ") .... < I .. / / . ·3--' ...... ' "-, '-._ . ·,._ '·· I ' -I I I --I / I -/-.J.:,!:: /ce-,--.. \ -1--I 1\111 I , I I I \ Ci/ I I I I I \ I I \ \ I \ \ \4 \ \ \ \ \ \ \ \ \ ' \ '\ \ \ '\ ·,'/ ', -o . ' "~---... \. ~\ '\ -':· ·,-\. \. \. ';, .\ O' 1' ......___ \ \ \. I \ I \ I I -,-\:----1-) \ \_ ---...., ' --""'--1 -\-' <\. '· \ "'~---.... ~-. ------,.___ ""::::. -0. --___ ;:;;_.. ~,.c.,---",.__, __ ..:., ~ 0 " > 'J ' •, \ \ -..... -"· ------~-:.... """"-~~--'-,___~\-·----\ '~---· \ ,~-~ ""~ ------'l "'-" ~, ' 7/'l,/ \ . ---~::i. -... '· .>,.o '·· , , .._ ,,,,.. I I ,,J ~.._ ", ,_) '-' "' ,, " (.'\ --__ ';( ' ' \ ---"' \ \ " ',, " \ \ \ ·---, ,, \. \., ... '· ...... \. \ \ ---\''\,"I!!-,,.'-~,\ "--.\ \. \. \. \. .... ~ ·, " -..\ '\ \ \ '\. '-..__ ' "' '--... " ~--_/ ' ' ' -0 VERTICAL DATUM NGV0-29 PER CITY OF FEDERAL WAY CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ~;,,·,u:,;r.:••· 31 <') ~ ... .... ~ ... r 0 s D. -, (j) f-z UJ :;, =" 0 0 3: LL ci 0 0: w n. 0 UJ (j) > UJ ll'. N ~ o ~ .......... ~ '-... tO " OJ N o " '---.. ,, ' ~ I o, ~ 0 mj sl s <C CL n. 0 -, -, t-(f) (j) I is I-f->-z: ~ ~ ~ ~ __J :::,, :;, f-0 0 0 (.) 0 _J ;;.; :i 2 U.: LL <ct O O f-<..:i O UJ w "" 0: 0: w w f-0.. 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Date,. 04/01/08 f-.----------------------1 Job No -05170.0 CITY OF FEDERAL WAY Sheet No.; APPROVED BY: C3 DATE: 10 of 10 Sheets SOUNDVIEW MANOR A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 11, TWP. 21 N., RGE. 3 E., W.M. CITY OF FEDERAL WAY, KING,COUNTY, WASHINGTON r WEST QUARTER CORNER FOUND ENCASED 3" DIA. CONCRETE MONUMENT WITH 1/4" BRASS NAIL I WITH PUNCH IN LEAD PLUG -1.1' DOWN STA:41+35.61, 2.98' R HElJl FOR CENTER OF SECTION PO~TION--~ FOUND ENCASED 3"X3" CONCRETE 10'.I:~ · ~ -1304.92' J '-"'J ------_ _ _ _ S88'23'04"E 2609.84' HELO CALCULATED SIXTEENTH CORNER POSITION -;-. 7 -7 ---------"' "' :g "' 1"' w ~ f;j I~ 1 FOUND 3• CONCRETE MONUMENT WITH 1/2" BRASS NAIL WITH PUNCH-N34'45'2. 8"E 0.46' I 1304.92' FOUND 1" IRON PIPE-S86'15'57"W 0.29' ;'. · FOUND 5/8" REBAR & CAP WITH TACK "SE&A LS 10618"-S67'42'77"W 0.31' ;. 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I I L=o6;12' R=IOQ,00 } l=54.33' R=100.00 -SB8'25'46"E-----,-___ -'__ 195:9{)' _-:_--:--;,-;: I I I \ I 1121039063 I I • 1 KING COUNTY I FIRE D1Slll1CT 1:10 I 1 I .,4., ~~l, /J(;}j · .. · .. ··.,,:'... ".·.' ·, 0-.J 0 ·co c::i "'0 ''.~ ~~ °' I , ---:fJ!~i1:~~~: // ; :: ~; ·c? I /2 /~--. -~~ -~~ s~~~~-WETLAND BUFFER I j:;I WE]I.AND ~-."' / Ji 9,770 S.F. ::&~f~L 3-56 / ~ BURFER LINE ; / / _ ---_. --· S88'25'46"f \ T 4 9,730 S.f. 5' SIDE AND REAR SElllACK (n?) -I 55 ¢0 ;d 19. ""' "' ""-....J.i-./ 1 A ----·-= S88'25'46''£ ... , -/ I ~';: B ' ---_,,., --:-/ 6:2,r·· -·, ----·--~ I o, , I "' 25 /.,., ,( 1 g 9,f9 S.F. fJ -· ---·-SSB"f5146"£ . ../ ~ -°'------:Wl:52'· ---6 J ··* 10,424 ~F. .. ·588'25' 46"6'--· ---·---~ --21ft.2J'+ 7 10,89J S.F. < :;,, S88'25'46''£ -~' ..... -----· ·,14.11'· -.c., ---1 t. I _!J SURVEYED WETLAND~-\ , ' I \ .---188.59' -~ -~-R~~~rdf'f t!i ~~ ti~ JJ ~-=~--::.__, ·-8 .. 1 '· 10,849 S.F. . . . 11.1 /11 ', 100-fOO"I -~, It; =• ' ;£. 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I / A I co · • ~ -··-r'l89'48'03 W -I J TAN=13.07 h I I · N8S25'46·W--·· --__ j ·"°h .:sl ----I 53' 0 ~ I --, ------, 49,177 S.F. · / / 2291, Ra,lOb.oo il? / --\'' .., ~1 ·,. f , -"-7 -r-/7 ifr-·. --.----~ ----_J1,021 S.L_ -_. ~ .--~\~<f ~L;::--. "-.. 10,363 S.F. \ \ /./ / d(t NBB'25':.g~ cc N25'25'57"[ I~ _ _,,. ;;--_ / ·> '. ' ~ ~ ~' -~\) / /\ '-.. ' ::::: SYO., -----it; --Tl -~ ~ 24.85' 2/ '5'.),~ _../ ) '--._ "'J. o0, "'o · .,, ',, ~;,0,,, ,i::, I I / / , ;; ", i( _ · 17 , ~:;i.~ 9,\l ~ /' /"-. ---: ..,.\ "1-?;:?f!.:t,..._ ?, \ I / / ,M' qy·-, / L-14.26 I ./ ;Jo O\)Vv· /, ---._ ••• \ 11 11,( ' / ' \ ~~---' I 35 36 8r51990360 MEUNDA M & COREY. LEWIS ""' , n . n_rnn nn ' ~ ~& 14 / / --] \ \ \ '-..._ ..._•,~, , ' / /2 \ 1 --/ I ', '-.;( ...... I R . \ 2115510560 I~·/ ~, ~I ./---: :: . ..-15,327 ;.F. ' / J I \ \ .••• '-..._ ,, ,.., '1 \ DUELL N.ICHOLAS Cl,-y ::l / :ifs,{ ~--. 12 ,~ 13,076 SJ. I_·• .. · ··7 _;,,. \ , & 8EV[~I{ A ;1.J,. / w g; ( , '<:!' 13 1' I ~ IP;, ; _/;:/ I \ I _....//-~ "" , r~ 10.a42 s.F. ~,-10.a41 s.F. ·<&>'R .', L ~ 1 1 r-°'ls I 1 ; / ,i;: $ \ \ ... · /"" .,. ------.,. / {7 5 •. /~ /, / :f' ¥. INSTALL MONUMENT \ ~\ ; /;; I 1, I __ __,,. 37 l' zf . i/1; ~ . ~ , W/CASE AND COVER I r:J \ -;.; 8731990370 :::::,., +-· . _lT . . . / . I I SOUNDVIEW DRIVE \~. ·•.·•.· ~/"; \ \ '\ JAM[S YOUN! & SHANNON O[IR ___ ----, L ____ , _ __/, L . "' STA:2+53.00 \ i / \ \ ---s2,22_ _ _ --mi w -= _ · ---_-=13tT§' ------. ..q L. ___ ----13m:: ------°" , '---0A-.4'-·--· 1 .------------+ --N88'25'46"W 6S3:iiii' --""i ---I \ ··-------~--------"' --I 1121C39095 \ I FEDERAL WAY PUBLIC SCHOOLS \ I I I I I I I TRACr "C'' 2115510620 CITY OF FHJERAL WAY I ~ I 1121039099 :g FECERAL W/\Y PUBLIC SChOOLS " -I" :;i "' ,.. 5 z HELD FOR SIXTEENTH CORNER POSITION FOUND 1-1/4" BRASS MONUMENT WITH PUNCH IN CONCRETE -0.7' DOWN I SOUTH QUARTER CORNER ·~-------''.r--------------S88"33'53"E 1308.56' FOUND ENCASED 3"X3" CONCRETE MONUMC:NT \lV!Tt·t 1"/4" SR'ASS NAIL WITH NO MARK -0.9' DOWN 14 GRAPHIC 26 j / SCALE 60 100 i i / / 132,00. EXISTING SSMH ADJ(JSTEO RIM ,,.--------------------/ ~1-fi / / ... vii~c") / / ,,./-/ / / ~,,,...~ ... _,,../ (l":,()1, ~ / -;; ";//~:,;:::, / / / / / / / / / / 132,60 ,/ -"\--PC / / / / 132.56 ···' ... · /Pl \( 132.49 • _,,-,/~ ·.· EL=132_._18\ -::::>-•' \i 1/4 PT EL=132.42 EL=132.04 / .,...-_,,. PC \, 132.15 EL=132.64! · F-: 13f:)57 HP • __ -. -, jR]McB(/4 13.214 --~-i.s-.· .. :_._.·.··\. -~--c-c c '//. ,/ -r;)':§tr' / ~~ ".,--;:; ·, ~-::; ~ J.Li.Pl U2J':l .~ EL;1~.Il.=131.60 /-1/fp ....... EL=132.llv',.. .,,. EET SIGN0~ J··~-...., ..._ (SEE DWG, N/ .. { ~ & 3.50) _, .,, PT . 1 ..,. El=132.72 ~ /" ..,. / / -:--, ©·· .. ·.··.··.·.··.·.·.·.·.' .... •.· SUBD.IVIS.ION······ ... ENTRANCE INTERSECTION •/ IM)UNDVEW DRIVE & DASH POINT ROAD •< SCALE: 1" = 20' r--I I I I I 7 / / / / / / / / I I I I I I I I I I I I I I I I I I I I I 1,, I l #, . I '[[11, r// ·, 100.::u I I I .~ ;~ 188.23 L GEN-OF-SAC i I I \---I -\ _._ ----'-\ '-. •., \, '",., '· \ 189.37 / ----/, .. mer OF PAV[MFNT ' ··--BACK OF CURB 5' SIDEWALK BACK OF WALK RIGHT-OF-WAY 10' UTILITY EASEMENT I I \ -. \ A ;;; -~ 1fil1,§l.,/ ; ' r/;' bEPRESSEO CURB I I I 190.51 1.~J_·.' ... l_.·.4. . I . I I AROUND CUL-DE-SAC. I I \ 2 ; I I (LOTS 10--15) I I \ .•.. t / / \ 1. '· \ 193 35 } . ~ 4f i! I I I \ I \ ~~ RIM0SSMflT\··· .. · ~ 0 j /..... I I I I ~</J,. •. ,·... · • -......_ f.... I \ \_,,,-A~"' 19234. '' .• •·.·•··•.·.·. 193.58 192.34 #:;~ / f.... > '\ ~ . .\ .,,-...-:--/ / ............ \ \ <.: 1· '.-? I I ............ , \ \ <.: '\ HP=194.16 °"'0 / ; ; , \ \ ' ', "' ·" ,, / / \ \ X ":::::;; . ----->; / / \'-'-'-'---........_k__·_•·· .. ·.-'. -.... ... ~ / // ' '-. . / \ '-........... ...:·· --/ / , "' ., ..... I_ / / ' / -... -\ -... -/ ....... _ ---~~----0 , SUBDIVISION CUL•DE•SAC 3 SOUNDVIEW DRIVE SCALE: 1" = 20' NOTES1 1. AN ELECTRONIC flLE 'MLL BE PROVIDED TO THE SURVEYOR AND CONTRACTOR TO AID IN ESTABLISHING HORIZONtl\l CONTROL 2. THE SURVEYOR SHAIJ;. NOTIFY THE ENGINEER IMMEDIATELY IF ANY Dl~EPANCIES IN THE PLANS AND THE ELECTRONIC ALE ARE FOUND. 3. CATCH BASIN STATI®S AND OFFSETS SHOWN ON THESE PLANS ARE TO G!:NTER Of STRUCTURE. v;n t-U \·, r J.. ' = ,• ' t.£ )!· Of (:'EDF:RAL vv.A"V CD?,,----------------~ CALL 48 HOURS BEFORE YOU DIG DIAL 811 a: 0 z C :E 31 w -> Q z :) 0 U) 0 © 0 ~ a.. <t " <t .., --~ -0 0 0 ~ I ~ N N N " " " " -<1> <t O> ~ "' 0 N 0 :::: 0 " ' ' .... "' "' .. 0 0 0 0 (/) !!.1 I !!.1 I !!.1 i < -C Q_ 0 0 0 )-I-(/) 0 (/) (/) C I-.... .... 0 z I z z .iii w .... w w ::. ~ ::. ::. > ::. ::. ::. © 0 "' 0 0 a: 0 6 0 0 )-I-)-)-w I-w I-I-5 ::. 5 0 a: a: a: a: w w w w 0.. 0.. Q_ Q_ 0 0 0 0 UJ w w w (/) (/) (/) (/) > > > > UJ w w w a: a: a: a: ---_1 0 z SJ ~ "' a:) s "',... 0 ~~~ ~ ~ I I o """ " ~ ..... ~ ""'' " ~ -· "' "' . "' "' 0 """@) ti) -. •••• G, oo M o 'b "~ "f "'" ~ • • • 0 I § w I'! I 5 v, N I t.,.J f;j z"' >-' ~ ijJ "' ..; iE":. ~ ~o. N~ I~ ij o>-"'~ --~ 0 a, a, • "' 0 .. "' "' "' (.) ...I -' a: 0 _,.,Cl) z ...... -I c,: z :c :I ,c I-~ ...IW I.LI 12. Q -> c,z o zoz --:::, Z I-0 0 0 Ch ui I.LI > z Cl) a: w &:IC ... ::Ii!! w z -I-::, c:zo"' -<.> M "' :x: "' c:, <( -~ :.c o..' ::, ...J ...J <( ::, 0.. O> <t .... -"' .... X 0 C [O ~ 0 0 a.. 4. STREET LIGHTING LOCI\TIONS ARE SHOWN FOR REFERENCE ONLY. ACl\JAL PLACEMENT DESIGN BY OTHERS. I Designed: CITY OF FEDERAL WAY Drawn, I PRECONSTRUCTION/INSPECTION I Checked, CAD DAB CAD 5. STREET AND STOP S!l,NS ARE SHOWN AS REFERENCE ONLY .·. 6. ALL CURB RETURN CURVE DATA IS TO TOP BACK Of CURB. .. ' VERTICAL DA l'UM NGVD-29 PER CITY OF FEDERAL WAY TEL. No. (2S3) 836-2700 s 1 I II ca •. PERMIT NO. 04-101030-000-00-EN ~i~•No, CITY OF FEDERAL WAY Sheet No., APPROVED BY: _______ _ ca 1"•50' 07.16.13 05170 DATE: 8 of 24 Sheets k I l. SOUNDVIEW MANOR A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 11, TWP. 21 N., RGE. 3 E., W.M., 230 I PROPOSEQ ---.__ RETAINING W~LL 1-I I I /1-!1 :~ I • I I I I I I I I I I I I I I I I I I ?R:r~~'I " !,,111 / / I l}ETAINING WALJ I 220 ' • I / I Ir I ' I ,, 11 H1 'fr I / / /I "" r7J Q' ;,cc '--I I I I I I I I _j__ I / I I -0 7 I I v 200, PROPOS D--RETAINI NG AUL 1~ / 180 >--------+--PROPOSED G~ADE @l[ OF ALIGNMENT q1STING GRADE ~ (tj OF ALIGNMENT I J l / ------1 I I I I I 11 -/ I J /, I 170 / / I ,, I I ~ 60 ct II 160 j I \l v'-"" 1 / / / / / ,/ I I I :i.1 i~ I ~ £1 ~ '--, -0 \~ 11 i .l II 1};·. I ~;'h~1 ~ . ~ I' /• 1· ,~ , ·~;q, ~ [7 I I / I I -I 1W / I, I \ I I ; ... /' ,/ 130 / / ~r/ ro ;;, 0+00 ' 1 / \, I 11 J : / I/ ,, "<' '1' ~. ~ C' '°"' I \ L ' I ' -0+80 c-1~ C0 • ~"' -~ / c,10 -rN c0!"' olg .0 '<O .0 a) ' ,--' r, , CD . -"' en n '° n ~~ -"' -"' -"' 1+60 2+40 a -r~ n . ,--<O -"' 3+20 PROPOpED GRADE~ EXIS11NG GRADE\ 01 q -11"' ,--<D "' ) ·. {D l t ci[S; ,--,----4+00 '1 l olc-' "' g2 r-.: -le: "' "" r-CD N a) 4+80 I I II .J a, 0 a, I I I I "' 0 r-C a) I I / to I --f---~ _L = c-~ 0 0 "10 ~1g "' w 0 .o 0 N = N ,--0 en 0 <O N <O ,~ '° N a) N en ,~ en N O'> N en 5+60 6+40 7+20 \ ;[ C0 " ~, N 40 0 20 ~~ CIII ! 1-bl '1 \ ,,.,,._,, 1} GRAPHIC SCALE 40 80 160 ! ! I ( IN FEET ) 1 inch = 40 ft. ' CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CITY OF FEDERAL WAY PRECONSTRUCTION/INSPECTION TEL. No. (253) 835-2700 PERMIT NO. CITY OF FEDERAL WAY APPROVED BY: ---------DATE: ________ _ ID ro 0 C C 0 ~ > ID a: <Jl<Jl<Jl<Jl<JI ~ I EXPIRES 10 1 n 1 08 w i (\l """ ...., N <D o l(.l d:, ~ -....... _; ~ ~ I I oo "' "' " ~ CON i' o;~ C"' ~® ~ "'"' 00 tn tD ~ C\l Cl]_ ..... -· II) " .... ~ m ><: oo ~ " . " "''" Q i ~ ~ ~ I I w., ·N -.. I.ii (/) ro \j LOI -::::! N -,: -3' ~ 0 • -" ~ N~ ID LL -0 0 0 "-' -.. ro e) "' N a: 0 z z <C 0 -:E t-(.) 0 w ..I ..I ;= (/) -(/) U) I-N w (/) z "-e) 0 w ro -:i: '" > a: -,: 0 I-s C U) w w CL z > ::, t-~ z ~ -<( :::, (/) ->-~ ::, 0 CL 0 ('.l 0 u, a: w ai f-::, I-U! U) u_j w z ~ f-w w Q'. f-(/) I f-a, N 0 ~ © C "' 0 m .. L [L u Designed ENO Drawn ENO Checked SMS Scale· 1" a 40' Date 04/01/08 Job No 05170.0 Sheet No.: GR2.1 6 of 16 Sheets 220 210 200 190 180 170 160 150 140 130 125 ~ N I / I I I I }' i I PR OPOSED CHAIN-LINK FENCE ? • s~ / I\))' I J r; /-\ I \, N N ~ N N N '° n n n -10+40 I I \ / I I I' ~~ ' n ~-\ ::g '° 8 N N N n tj-n 11+20 SOUNDVIEW MAN,OR A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 11, TWP. 21 N., RGE. 3 E., W.M., / r---.....__ _______ / / '-~-~-~ ' -/ ---( I I I I I I vt I {~ I I _; """' -/ '"' h / ~ / -I "' I I I J I ~(¥' I ' I l I I ,~ , v\~ 1---'' '; I ;;---I Ji ----------I PROi'OSOl GRAD I ~ 't vl'AOGNm .d I !\ ' /, EXIS NG GRADE'.'. I :1 Ii_ 0 ALIGNMENT \ / / ~ / / ~ '---I ! "' / / .-' --/), I / / 'I..,,/ / I. / / )' / I I , , ,, , I Q' ( I '"' h I I ~ () -f I "' / / / e I I, I I \,~ I " I (j:_ rr(, I ' I I \ I I I 'i..~ -I I I " PROPOSED C AIN~ , ~ Ul'II\ I LN \ 1 I !fi ,1( ~ l PROPOSE f "' ,,~1 ........ ~ ·-; ' I "' ~-r I ~ ' I / ~~. ' / "-/ I ..... I ;~ ~o)> I \ ' -I PROPO ,ED GRADE~ EXIS ING GRADE ,~ 0 '° o"' ro '° "' ro = N ro "' tj--NCO '° N I': ~ -~ no 0 ~ ''° o. n .n ' st-.N co ' "' . ro ~ co :;i; rn . '° 0 ' n N ~ ' '° . N . co ' '° ' ::? g N ='° 0 N -'° oN -n ,-co -~ "' n '° -'° -'° ro '° ro = J> ro Oro N~ N~ N~ NO> ---· -N_ -NN 12+00 12+80 13+60 MHO 15+20 16+00 -. ----------11_ I I I I / n ,n °" 16+50' ,o 0 20 ~., I - -! I, GRAPHIC SCALE '° 80 ''° ! ! I ( IN FEET ) 1 inch = 40 ft. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CITY OF FEDERAL WAY PRECONSTRUCTION/INSPECTION TEL. No. (253) 835-2700 PERMIT NO. CITY OF FEDERAL WAY APPROVED BY: ________ _ DATE: ________ _ I\ \ C 0 fil > V a: <ll<ll<ll<ll<ll ~ I EXPIRES 10 1 n 1 @a ls i "'"'~ 0,"' V """ " --+3 ~ ~ I I oo NNV ~ NN~ "'"' ,,. ~® ~ " "' 00 li.) '° ~ NC\! ..... ~ __ , " •••• 11.) 00 a oo "ts ~&~I· I >--~II ~ ~ ::tj ~ tJ ~ '"st , N -" <f, "' .c "' -N <t ~ -a, 0. ~ -w N:-!:: "' "--0 0 0 ~ ' -" "' " "' N a: 0 z z cC 0 -:IE t-0 0 w ... ... == (./) ~ (./) "' I-N w (./) z ~ " 0 w "' -::E O'I > a: <( 0 I-s C "' w w (L z > :, t--' z -' -<( :::, (./) ->-~ :, 0 (L 0 CJ 0 UJ a: w f-Ill 5 I-en "' w w z ;: f-w w a: f-en I f-a; N 0 ~ C ~ M 0 V " " (L 0 Designed. ENO Drawn· ENO Checked· SMS Scale: 1" C 40' Date: 04/01/08 Job No. 05170.D Sheet No.: GR2.2 7 of 16 Sheets / ' • GRAPHTC SCALE 80 '60 ~-~ I I I I ------------lls-..C-t-O-H-1,UNDVIEW-MANO-.,o ? ''° ---;-----. __ A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 11, TWP. 21 N., RGE. 3 E., W.M., 230~~-~-~~-~-~-~~-~-~-~~-~-~-~~-~ ~ 2201---~~~-+-~~~~1---~~~---1--~~~~+--~~~---t~~~~--t-~~~~1---~~~---1--~~~~+--~~~--+~~~~-t-~~~~1---~~~-+-~~~~t--~~~-r~~~~-t-~~~----1----1 -I \ l--; -----\ / I v' I \ //( 210 / \ / / I I \ I / I I / / / \ \ I \ I \ I \ ./ I \ I / \ I I \ 1 I \ nl \ \'CJ \ I \ I I \ I , 200 (f_ \ J, I \ 1/J I \ I I \ PROROSED GRADE I / " I I I I @ it loF ALIGN~rn 1 \ it OF ALIGNMENT / 'II' \ I ~ \ I EXISTING QRADE / I' Jt l'1 • \ / -./ 190 I ; i I I \ / ' \ I I I I I ~ I I 180 , f ' I / , \n I ---1111 " ' ' ' ' I . I I 11 \/ ~ I \t I ~ / I 11 / ' ""I I C$)f / PROPOSED t------,. RETAINING WAlL ' I I I I I I I I 1f 160 ~I / I I I I I I I I , I I I I I I 11 I/ / !I!!) / 150~~ . \ ~ .. ,1,11 ~~\ 'J' ~-·~I i ~ f I 1,/ PROPOpED GRADE~ EX1Si1NG GRADE 130 l-------+-----+------t-----+-----+-----1------+++-----+-----+-----+-----+-----+------t-----+-----+-----+-----+--, "' ·~ 7 w 0 "' 30+40 =1~ -,,-.,_ "' "' "'I~ O> 7 w ,___ 31+20 '°I"' ·= ro . ,___ 0 co '"lo = ro . ,___ 0 ro 32+00 Nl';j' Nli'J ~~ 6:)ui co __ ro 32+Ba ~o IN cri co o; co o, I"' .m -s,-. om NCO 33+60 = tj-. '"In o= Na, "'Im . co 7 . om N 00 34+4:I! n l.!"".! NI"' --O> NCO -sci~ °'I"' -O> NCO 35+20 "' N . =10 0"' NCO '°I~ "' "' co ro 36+00 ...-1= ~, .. 0"' N "I 0 -+ en N N ]!i+lll) " \ w w w . -( IN FEET ) 1 inch = 40 ft. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 C C 0 0 > <D a: <Jl<Jl<Jl<Jl<JI ,,; [ EXPIRES I@ I 27 I @8 ~SJ~ ~ ~ ~ Cl) ~ i ~ ~~ ' i S5 \j ~ a: 0 Zz cc Q :Et; w ;= u, w: -0 > a: co z~ ::::, U) 0 (/J u <D 0 L ~ ~ "'"~ co"' • "'a, " 17 "'d N N ID "' "' ~ """ O' -,__! co co • .,-, "' C N C\l --< --· " .... Q.) 00 " 00 ~ .. 0, '1. C 0 ..I ..I w" •N U)~ ~ a, ~ N 0: --3c 0 ---" N-I{) LZ 0 0 0 ~ ' -" CJ:) C) <O N ~ (I) I-N z :;; w ~ :IE <( I-s (I) -w Q_ > 3 z ;,' ->-~ 2 0 -0 "' a: ~ m s I-VJ (/) W-W z ~ ~ w a: f-VJ I f-a, N ~ C C) <D " Q_ 0 ~-------------------------1 Designed: ENO CITY OF FEDERAL WAY Drawn· ENO PRECONSTRUCTION/INSPECTION Checked· SMS I TEL. No. [2531 835-2700 I Scale 1 .. c 40. Date: 04/01/08 ,u,, Job No.. 05170.0 PERMIT Nn CITY OF FEDERAL WAY Sheet No.: APPROVED BY: ________ _ GR2.4 DATE: ________ _ 9 of 16 Sheets I 190 180 170 160 150 140 130 120 "' ,n N I I I ' I I \ I \ I ii ' )0+00 i \ --C I I , I '\ ' " / / I I I i I / _,. 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' I " I I ' ' ·\ ' I ' I· -' PROPO ED GRADE~ EXIS ING GRADE~ ~ m n -co _,. co o, 0 -¢ N c-c-,D 0 c-0 .-<D 0 c-..,,. 0 cc 0 co 0 ,n <D ci 0 "' co ~ C> ,n 0 n = ,~ C> C> ~ N "' N ,0 ,n ,n n ,0 n ,0 ,-; CD N cc co c--cc co ro co c-co ,0 co c-<D ,0 .-= -= -<D -c--<D -<D .-ITT -"' -"' -ITT -"' "' ----22+40 23+20 74+00 24+80 25+60 76+40 '° 0 I .... - -I Ir. I ' I I I / /\ I // \ J / \ / / \ / \ A I \ \ !. I ' \ I \ J / I \(1 • 13 ~ -'~ ~ 0 ' I --~ ' I ) L-J ~ -----I \ • N N c--<D n "" N '0, 0-1 LO c-' w c-c-.... cc co -"' -<D ---)7+20 20 I GRAPrtfC-S-C ALE I I I I i------,1--'° 80 160 ! ! I ( IN FEET ) 1 inch = 40 ft. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CITY OF FEDERAL WAY PRECONSTRUCTION/INSPECTION m ro 0 C C 0 ~ > m a: <Jl<Jl<Jl<Jl<JI ~ I EXPIRES 1ei I n 1 @B w ~ ~ s::: ~ ~ (I) tots I~ ~II~ ~ ~ I~~ ~ 'CJ~ a: 0 Zz CC 2 :Et w ~: w (/) -0 > a: C o z~ :::, cii 0 u, 0 V 0 ~ Q. ij "' ... ~ "' "' 0 ,n"' " 771;; NC\! 'l> "' "' ~ "' "' "' --~ ,;'JC'? Q) "' "' 0 Nc-i .... --· " • ••• <l) 00 " 00 ". 0 "''" 0 0 ...J ...J w., ,.; N U) 26 I ~ "' i<« -,: 0. -w N:!:: ,0 u. 0 0 0 " ' " ro "' ,0 N ~ U) I-N z ;:; w g; ::Iii « I-s U) . w o_ > ~ z ::I ->-!iii:: ii' 0 ' 0 CJ a: ~ U1 s I-(j} U) ui w z :I r w w cc r UJ I f-"' N " C C') ~ " u Designed: ENO Drawn: ENO Checked SMS I TEL. No. (253) 835-2700 I Scale 1 .. 0 40, PERMIT NO. Date 04/01/08 Job No 05170.0 CITY OF FEDERAL WAY Sheet No APPROVED BY: ________ _ GR2.3 DATE: 8 of 16 Sheets I I I L ----/ ,,,.,.,, / ----/c"/ ,, --------/ .--__ ,, ,/"' ,,/ --· // --,/ ~,,-,/ ,,,, ,/ ,' -----__ ,,, ,,/---/ // ,,,, --/ ,,--/ ,/ / ,,,_.--/ ./" / ,/ --------/ --_.,, ,, / ""' ~;:?/ / '/y~~ ~----~ •• y:--.. ,4 // ] • ··.· .... · .. ·:.: ···.·. . . ~// ,/./,. ... . /-. /'. j' / .. . ,· ~ .. ·\Y.a.l.l·.·.·.l·.< .. •.1•• .. ' ..... ~--~ _,,,,,,--;r;{FH.5082-4~¢~2;,J>--.,,,..,.~ Ji"'~•• ,.. / /• ' ' ,/ /',• V _,• .· . I .. 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" -· . . • I I \ \ · .. , \ L \ C; ',"" , t :,, ~:".11{::: . -~::::· .&..-.. . .... , . -. -, . -. ; . -l i : : : : > \ !!i: :.· \ : : 1 3 1 / I I I I .... I....,,. I. ! /:ii1£8:~: ::: ' i -., . I< I Sm. /11 t~ f--1 + =-~-=-= -=-= =~ .. -·--..... -/ / . r··-·-_ ... _ -----·-----~ ---=---~ . -~--_: = :_~ .. -----~ = =-;1 _, --·----·-------·7 / ('isw 314TH ST . I I I '91--~ ~ ·---------------~----·---·-··------·-····---··-·------=-;-----·-------·····-----·-~-----" "--·-::-··"' ·----· --··-·------------------TRACT 1f~~~~D. PATI I l -10.s· / _ /tn J ~: I"" I l?-----_,,,,,.----RECENTLY POURED / CONCRETE PA TIO 13.4' 30 ----·-tr[· ·-·· a· t , WOOD SHED RHANG-15.2' w_ ( I I I w. BLDG. OVERHANG-4.2' w. Of \ .. '. E BLDG. OVE , t. -------~-----12. 7' ~ETERING DIA 422 TEST BLOCKS 1/8 AWG GROUND ROD COVERS UTILITY VAULT #9VB-924 OR APPROVED EQUIVALENT CONC. CAP AT SURFACE (TYP .) i---------6'--------l -$~~f;.~~~tslAN TRAIL LIG~TING FLAN {,?J ~ MAIN _L ~ __j ) ')DlSCONNECT INTERNAL -~-100/2 _PH~L _ I S9("l SIGNAL~ I I I 1~1CONTROI 2~1 I l ) 20 1 IIGHTING 2 lid 120/240 VOLT 19 11-o 1 PH, 3 WIRE 1111 INIMATFD SIGN j SERVICE WIRING DIAGRAM NOTES: 8' COPPER CLAD GROUND RODS WITH GROUND CLAMP GROUNDING SHALL MEET N.E.C. GROUNDING SHALL BE PER NATIONAL ELECTRICAL CODE 1. CONTRACTOR IS TO VERIFY THAT DETAIL SPECIFICATIONS AND EQUIPMENT LOCATIONS MEET WITH SERVING UTILITY'S REQUIREMENTS. 2. EXPANSION ANCHOR BOLTS (KWIK-BOLT OR EQUAL) MAY BE USED TO MOUNT CABINET 1N LIEU OF EMBEDDED BOLTS. GROIJNDING LANDING LUGS WHM p #6-250MCM AL/CU ~ I 0 20 40 ,) J ,, l ' GENERAL NOTES ALL WORK SHALL COMPLY WITH THE CITY OF FEDERAL WAY PUBLIC DEVELOPMENT STANDARDS. ALL WORKMANSHIP, MAlERIALS AND lESTING SHALL BE IN I ~ " TRESWEST "'t ENGINEERS ACCORDANCE WITH WSDOT STANDARDS SPECIFICATIONS AND TRES WEST ENGINE'ERS INC. NATIONAL ELECTRICAL CODE (NEC). 2702 SOUTH 42ND STREET, SUITE 301 C,•NhJ.. C.,.'!)I ""-T ~ ._ TACOMA, WA 98409-7315 PEDESTRIAN LIGHTINC,,.BOLLARDS WILL BE OWNED ANB" Phone: 25J.4n.J300 MAINTAINED BY THE HOMEOWNERS ASSOCIATION, /"l'f\-(, ttaf'I S\.i \\ www.treswest.com p,c<<t~'1' ... -,1~,. :;$.r u ~<...,tt•"' c. .. \~~ o~ ~1!:<.:>lrtto."' tt"'~· PLAN NOTES CD PROVIDE LIGHTING SERVICE CABINET "lESCO MODEL 26-000 SINGLE MElER" AND FOUNDATION AT STA 38+34, 38RT. (SEE DETAIL THIS SHEET). INSTALL SERVICE CABINET. SERVICE PANEL SHALL PROVIDE BRANCH BREAKERS FOR CONDUCTOR lERMINATION AS FOLLOWS: CIRCUIT "A", PEDESTRIAN TRAIL. PROVIDE PHOTOCELL ON CABINET FOR CONTROL OF TRAIL LIGHTING, ® ROUlE CONDUIT AND SPECIFIED CONDUCTOR TO UTILITY HAND HOLE IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS, CONTRACTOR SHALL PROVIDE ANY INCIDENTAL CONDUIT, FITTINGS AND JUNCTION BOXES AS REQUIRED BY THE SERVING UTILITY FOR SERVICE. ELECTRICAL UTILITY TO MAKE FINAL SERVICE CONNECTION. @ LOCAlE BOLLARD CENlERED WITHIN 2' GRAVEL STRIP, TYPICAL 8 LOCATIONS AS SHOWN. /ESNA LIGHTING RECOMMENDATIONS 1. 0.5 FOOTCANDLE AVERAGE MAINTAINED ILLUMINANCE AT PEDESTRIAN WALKWAY. 2. 10: 1 AVERAGE-TO-MINIMUM UNIFORMITY RATIO. ASSUMPTIONS FOR CALCULA T/ONS 1. NEW LUMINAIRE, TYPE 1 DISTRIBUTION, 350mA DRIVER, 3K COLOR TEMPERATURE, 396 LU MENS, 42"H BOLLARD, 13W LED, 2, TOTAL LIGHT LOSS FACTOR 0,90. PEDESTRIAN TRAIL LIGHTING CALCULATIONS A VERA GE: 0,43FC MINIMUM: 0,03FC AVG/MIN: 14.33: 1 LIGHT TRESPASS LIGHTING CALCULATIONS LOT 2 PROPERTY LINE AVERAGE: 0.15FC MINIMUM: O.OOFC MAXIMUM: 1.00FC LOT 3 PROPERTY LINE A VERA GE: 0.08FC MINIMUM: O,OOFC MAXIMUM: .060FC 4/24/17 PROJECT TITLE SOUNDVIEW MANOR PEDESTRIAN TRAIL LIGHTING PROJECT ADDRESS KEY PLAN .3. CONDUIT SIZE AND QUANTl1Y AS REQUIRED BY PLANS OR N.E.C. 4. TESCO SERVICE CABNEr CATALOG #26-000 LEGEND LIGHTING FIXTURE SCHEDULE 5. GROUND ROD COVER SHALL BE UTILITY VAULT #9VB-924 OR APPROVED EQUIVALENT. 6. SEAL CABINETS TO PEDESTAL WITH SILICON SEALANT. PLACE SEALANT ON PEDESTAL ANO SET CABINETS ONTO SEALANT. REMOVE EXCESS SEALANT. 12.Sn DEMAND RESET Door 1 ~.-r:;:::=:J~~~• W/ 6"x6" LEXAN ~ -r VIEWING WINDOW ~ METERING SECTION FRONT-TOP & SIDES HINGED "' 1'-Bn L___Jll METER SOCKET (100 AMP MIN.) FACTORY WIRED FROM LINE LANDING LUGS TO METER SOCKET IN A SEPARATE WIREWAY 4'-2n I Il UNDERGROUND TERMINATION SECTION REMOVABLE <J PADLOCKABLE DRAW LATCH CYLINDER LOCK h= 1 '~,·· =ii IT RAINTINGHT SEALABLE COVER 2" MIN.--+-, 1/2" DRAJN ~--~-~,----.,----r-TUBE FINISHED GRADE 2'-10n MIN. ~l 4 ANCHOR BOLTS 5/8"-18"x4" 0 FRONT/VIEW LEFT SIDE ~ SEAL BASE WITH SILICONE DO O 0 2· 1 • . 1J 0 CABINET FOUNDATION NDUIT SERVICE COi .3" MAXIMUM SIZE 0 0 1/2" DRAIN HOLE/TUBE LEFT SIDE HOOD OPEN COVER REMOVED 1/2" DRAIN 12" HOLE/TUBE CONCRETE BASE PLAN THIS DRAWING IS FOR TESCO SVC CABINET. OTHER MFG SVC CABINET DIMENSIONS WILL BE DIFFERENT ' I NEW 42" TALL, VANDAL RESISTANT, 8" ROUND LED LUMINAIRE AND CONCRElE FOUNDATION. LOCATION OF 1 MANUFACTURER/CATALOG NUMBER LUMINAIRE {i) TOP OF FOUNDATION SET TO 6" ABOVE FINISHED GRADE. ARROW DENOlES DIRECTION OF EMITIED I PEDESTRIAN TRAIL KIM LIGHTING: VRBl 10L 3K UV BL LIGHT FROM BOLLARD. -----UNDERGROUND CONDUIT AND WIRE I I WIRING SCHEDULE [gJ LIGHTING SERVICE CABINET AND FOUNDATION RUN NO. CONDUIT WIRE COMMENTS & CONDUIT /WIRE NOlE, SEE SCHEDULE L'.h 1" SCH 40 2#8 WITH GROUND WIRE ill 2" RMC 3#2 (POWER) I ~ &~17 ~KEY PLAN ~ SCA1.E: NONE I REVISION DWG ISSUE ISSUED DATE 4/24/17 DATE SHEET TITLE PEDESTRIAN TRAIL LJG:1-!TING: FLAN DRAWN CHECKED TWE JOB# CLIENT JOB # SHEET SCALE SHEET NUMBER Ll SHEET OF XXX DPH DPH 170309 05170 1"=20'-0" SITE ADDRESS APPROXII.IATELY 4400 BLOCK OF S'/1 DASH POINT ROAD (SR 509) FEDERAL WAY, VIA 98023 PARCEL NUMBERS 112103-~060 P.ND 1;2r '.2 -9119 OWNER / DEVELOPER WESIBROOK INVESTMENT~ LLC 437 29TH STREET NE, SUITE G PUYALLUP, WA 98372 CONTACT: J£RRY MAHAN PHONE (25,) 81\-7000 --- SURVEY BY BENCHMARK ~WUNuvicw iVIANUri ! I BOUNDARY ANO TOPOGRAPHIC: C.E.S. NI'/ INC j a\1L ENGINEERING & SURVE~NC 5210 12TH STREET EAST•i' FIFE, WA 98424 VERTICAL DATUM: NORTH ENO OF 18" CONCRETE CULVERT PER SANITARY SEWER PLANS FOR DUMAS BAY NO. I PROl10EO BY LAK EHA VEN UTILITY DISTRICT. ELEVATION = 126.9. A PO _ ON OF THE NE 1/4 9F THE SW 1/4 OF SEC. 11, TWP. 21 N., RGE. 3 E., W.M., ./ CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON ._.,.. OFflCE (253) 922-1532 i FAX (253) 922-1954 I -0-VERTICAL :oATUM i NGV0-29 PER CITY OF ~EDERAL WAY ' I BASIS OF BEARINGS I BASIS OF BEARINGS IS lHE PLAT OF 1\~N LAKE S NO. 6 I (REC. NO. 7611230497) j I ! NGVO 1929 PER LAKEHA VEN UTILITY DISTRICT. LEGAL DESCRIPTION PARCEL A: THE NORTH 132 FEET OF lHE SOUTH EAST QUARTER OF TH.E NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION II, TOl'fl,ISHIP 21 NORTH , RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL B: THAT PORTION OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTH~EST QUAR TER OF SECTION 11, TOVMSHIP 21 NORTH , RANGE 3 EAST, W.M .• IN KING COUNTY, WASHINGTON , LmG SOUTH or MARINE 11EW DRIVE AND EAST OF F.B. HOYT ROAD; UTILITIES WATER: POY<l:R : SEYiffi : TELEPHONE: CABLE TELE\1SION: GAS: PUBLIC SERVICES TACOMA WATER PUGET SOUND ENERGY LAKEHAVEN UTILITY DISTRICT QV<l:S T COMMUN ICATIONS COMCAST PUGET SOUND ENERGY FIRE DEPARTMENT: POLICE DEPARTMENT: SCHOOL OISTRCT: MASS TRANSIT: H£l 0 HlR c.tN l[R fS Sf:CIIOO POSITIOO rruo ENO.SEO l"Xl" CONCR(T( UCWl.l[NT Y.UH 1/2• BRASS H.AJL 'MTH LARGt PUHCM -o.e· OO\~ / SOUTH KING FIRE AND RESC UE aTY OF FEDERAL WAY FEDERAL WAY PUBLIC SCHOOLS METRO ' EXCEPT THE WEST 600 FEET THEREOF; AND -------L~ / -- I EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR STATE ROUTE SR 509 BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 9306172027. 11110)9\)1 _,...,.. ~:~i & St!HLY .,,.-/ / .,...,../ .,...,../ OEll'LOPtO _,...,.. / SltlGtE -F>l!ll.Y RESOENTIAl. _,...,..~ .,...,../ CITY OF FEDERAL WAY BUILDING DEPT. f[O(RAL WAY PUOUC SCHOOLS 1121039095 ----- .,...,../ .,...,.. I I I I -~ 8731990360 JAJJ[S W &. tttU. 'fl MOOR( / J6 I I / __ ....._... .. / 32 SURVEYOR NOTES }6~~~4ri-tARINGS IS THE PLAT OF 1\'AN LAKES NO. 6 (REC. NO. 2. COOO DINA TE SYSTEM IS ASSUMED. ~o~18? mi iti!lii~ M~5MEN T LOCATION FlELD TRAVERS ~ IN 4. EQUIPMENT USED: GEOOIMETER 608 6. THIS SURVEY DOES NOT PURPORT TO SHOl'I EASEMENTS OF RECORD, EXCEPT AS SHOVM. 7. VERTICAL DATUII: NORTIH END OF 18" CONCRETE CULVERT PER SANITARY SEYiffi PLANS FOR DUMAS BAY NO. I PR011DEO BY LAKEHAVEN UTILITY DISTRI CT. ELEVATION = 126.9. NGVD 1929 rm LAKEHAVEN UTIUTY DISTRICT. 8. COIII.IITl!£NT FOR TITlE INSURANCE USED WAS PREPARED BY TICOO TITLE COMPANY, NO. 6356758 -2. DATED AUGUST 9, 2005 Af 8:00 />Jd. 9. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHO'Mi HER EON ARE BASED ON ABOVE GROUND SURF ACE FEATU RES AHO /.NY DRAY,1NGS PR011DED TO THE SURVEYOR. LOCA TIONS OF UNDERGROUND UTI LI TIES MAY VARY FROM LOCATIONS SHO'IN ~~~h_ ADDITIONAL BURIED UTILITIES/STRUCTURES IIAY IHO /OR 10. THE CENTERLINE ALIGNMEN T FOR SW DASH POINT ROAD WAS ESTABLISHED USING INFORMATION PROVIOED ·IN RECORD OF SIJR \tY NO. 75072204 64. THE POINT OF CURVATU RE SHOWN HER(ON WAS ESTABLISHED U~NG INFORMATION PR0\1DED IN WASHINGTOO STAT£ DEPAR TMENT OF TRANSPOR TATION ROAD PLAN ENTITl£0 'SR 509 PIERCE COUNTY LINE TO PSH NO. I KING COUNTY' DATED S-21 -87 . 11. THE LOCATION OF THE PR OPOSED SANITARY SE~ER EASEll£NT IS BASED <m ALIGNMENTS PR0\1D ED IN PLANS FROM THE LlmiAl{N UTILITY DISTRICT AND THE PLAT OF DUMAS BAY NO. 2. TH£RE WAS NO DOCUMENTATION PR0\1DED FOR AN EASEMENT EXCEPT FOR AGREEMENTS VRTH THE DISTRICT OF RECORD \\li10f DO NOT SPECIF Y AN EX ACT \YIDTH. THE LOCATION OF THE EASEMENT IS AS3Jll[l) TO 8[ \\HERE THE FACILITIES ARE ON~N THE GROUNO AHO THE AIJQMNT AND/OR \YIOTH FOR THE EASEMEN T SHMO l'ROOABLY 8£ MOlllflED IN AN EASEMENT DOCUMENT TO MATCH THE AS8Ull T LOCATION. 12. TH E DIR T ROAD RUNNI NG SOUTHEASTERLY FROIJ SW DASH PQN T ROAD APPEARS TO BE THE CENTERLINE OF A PERPETUAL, NOII -EXCLU~VE. ROAD EASEMENT YRTH A NOT TO EXCEED 60 fOOT VRDTH PER EA SEMENT RECORDED UNDER REC. NO . 4-199950. SHEET INDEX PP1 PRELIMINARY PLAT SITE PLAN / COVER SHEET SV1 BOUNDARY & TOPOGRAPHIC SURVEY SV2 TOPOGRAPHIC: SLOPE EXHIBIT GR! PARTIAL GRADING PLAN GR2 MA SS GRADING PLAN C1 SOUHOVIEW DRIVE !PLAN & PROFILE! C2 SW 314TH ST. !PLAN & PROFILE! C3 SW DASH POINT ROAD !HALF STREET FRONTAGE l.l;lPROVEME NTS! C4 CONCEPTUAL RETENTION POND DESIGN !PLAN & PROFII.EI CS STANDARD ROAD SECTIONS LtO TREE INVENTORY, RETENTION AND PROTECT ION PLAN Ll.1 LANDSCA PE PLANTING PLAN, NOTES AND D EJIJSTING ZONING: EJIJSTlNG SITE AREA: EJIJSTIHG BUILDINGS: ALLOWABLE LOT AREA: ALLOWABLE LOT FRONTAGE: ALLOWABlE BUILDING H8GHT: PARl<ING R!:OUIRED: FROIIT YAAO SETBACK: SIDE YAAO SEIBACK: REAR YAAO SEIBACK : TOTA:. LOTS PROPOSED: SMAillST LOT AREA: LARGEST LOT AREA: A\UlAGE LOT AREA: DENSITY: PROJ£CTEO TRAFFIC FLOW: PROPOSED PUBLIC RIGHT OF WAY TRACT 'A' -STORM _ TRACT 'B' -\\ULAN D BUFFER TRACT ·c• -LANDSCAPE TRACT 'D' -LANDSCAPE EXISTlNG IMPER VIOUS SURF ACE: IMPER\10U S SURF ACE: (OIISITE PAVEMENT/CONCR ETE) LINE 28 LOTS 9,391 SO. FT. 12,526 so. FT. 9,765 SQ. FT. 3.11± LOTS/ACRE 267± VEHICLE TRIPS/DAY 79.464 SQ. FT. (1.82± ACRESl 13,007 SQ. FT. (0.30± ACRES 20,264 SQ. FT. (0.47± ACRES) 2,855 SQ. FT. (0.07± ACRES) 3,1 40 SQ. FT. (0.07± ACRES) 6,699 SQ. FT. (0.15± ACR£S) 66,300 SQ. FT. (1.52± ACRES) LE ,. "'' "-.....-, ( IN FEET ) 1 inch = 50 ft. Pu /'"> 'T SO!· !.Afr) , UC., ·unu . rA~: ·'"' a -i:; ..... ~~ EXISTING ---- ------- ------ ---EP-- /--1Jo---/ 0 @ 0 -----ss -- 0 " a -----\'/-- EZiIZTII = VICINITY MAP N.T.S. LEGEND PROPERTY /LOT LINE EASEMENT LINE ROAD CENTERLINE EDGE OF PA"1NG/CURB LINE CONTOUR LINE STORM DRAIN CATCH BA~N CATCH BASIN TYPE 2 STORM DRAIN LINE SANITARY srnrn MANHOI.E SAN ITARY srnrn LINE QEAN OUT WATER VALVE WATER FIRE HYDRAN T WATER MAIN LINE ASPHALT PAVING CONCRETE ROOF DRAIN LINE ROCKERY CHAIN LINK FENCE SECTION LINE WOOD FENCE PROPOSED ---- ----- ~4Jo___../ Ill @ --0-- @ --s-- I!! X ~ --w-- c=::J tc.-;.·;;,,.c:-.;I ·-o---- c:.c:a· EARTHWORK QUANTITIES 108,850 CY CUT, 36,350 CY FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTCIR SHALL CALCULATE QUANTITIES FOR BID PURPOSES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CITY OF FEDERAL WAY PRECONSTRUCT\ON /INSPECT\ON TEL. No. (253) 835-2700 PERMIT NO. CITY OF FEDERAL WAY APPROVED BY: ________ _ DATE: I EXPmES /e, I 21 I @8 w ~ "'"~ C?1()4.> "'°'" ...... _; ~ ~ I I • "'"'. ~ NN ~ O>O> a' ~ ~1 ~ ~"E <'5 ~~E ~ ~ ~ ~ ~ ~ ~ .. N li:j .. "' \J O> ~ ~ ~ ~ ~ 0 0 ~ "' ~ I-w w :c en a: cc: w 0 > 0 z (.) c( ---:E z () < ... ...a ... == CL. (/) w I-N w !:: z M w "' -en :!: O> > <( I-I-3: Q (/) < w a: z ...a > j ::, a.. 2: " >->-::.:: ::, 0 cc: 0 Q. < 0 0 (I) z a: w ,- Si§ Ill 5 I-V) :::i (/) w UJ w z cc: 3: ,- a.. ~ a: RECE\V ED ,- V) JUN O '/ 00 7 ~ ;:; AiWA~ -~CITY OF FEDE 0:: BUILDING 0 BT· Designe d: ENO Drawn: ENO Checked: SMS Scale: r , so· Da le: 06/01107 Job No., 05170.0 Sheet No.: PP1 1 of 12 Sheets