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Home My WebLink AboutLUA-06-087_LARGE FORMAT@ @ ·······--·--·· ' \ / / / / f .• / @) /'··, .. I i @ iii \ . \ .. ···- ........... : ·::sh:::::·'.'·c!''\:1ri~/,>::st"8f i ,,---... -~--· i • • i .,<:'. .. '"'• '@)/ / S' Wltl frl L.ANl75CAPf 5fRIP WlfH wROUND COVE R @ @ .,,,,' 0 ' WIDfH L.AND 5C APf 5fRIP WIW GR OUN D COVfR /""' PL.AN f fRff5 ON L.O fS MINIMUM 8' AWAY fROM fRO \Jf Of HO U5r, fYPI CAL. ···~ @ ,,-·· ' ,.,· / @ , ;0 I \ 0 ' I 0 S ' WID fH L.AN l7 5CAPf 5fR IP WlfH GRO UND COVfR . AD JU 5f AMOUNf AND L.OCA110\J Of wROU ND COV fR f O PRO P05f D DR IVfWAY5. 5ff: CIVI L. 5ff f OR 17RIVrWAY5 E CD / 1r--·rr----r--n~/-r---t--,+ .. --t----i...l-L--1--------!.:::..,,.---J_-1....!JJ> : ... / :<) / / / ! / @ \ ' ', ·, 1 \® 8 • ,./®/ / / ~ ,//( ... ' 0 ' WIDfH L.A1\JD5CAPf 5fRIP \/\JlfH ~-t--:::-:===:----tr-1~ wROU\J D COVER. AD JU5f AM OUNf AND L.OCAflON Of wRO UND COVrR fO PROPOSED DR IVfWAY5. 5ff:: CIVIL. SE f fOR DRIVf WAY5 0 ', C 0 \ i \ \ ©' ; ' ® 5fRr:ff fRr:f PLAN @ \ / --"-- 5f[; fNL.ARufi7 5-:<28ff5CAP f PL.Ml 5H rf:;f ~A-02 FO R MORE: INfORMA110N @) @ @ / ,' '// @ I ' ,, / @ ... ILWACO PLACE NE /) ! i / f \/ 0 • @ ® ... • • 0 ' i , / ' @ .. , ....... <.,,,J / ' ! i ., , '. ( ·,. ' '· " . " .. ,,~ Li I I ., IL.WACO PL NE ', ,/''/ ~,L-JHcr-0 ' WIDfH l,AND5CAPr 5fRIP \/\Jl1ll wROUND i.f :,. I I ... .. ' t COV fR. ADJ USf AM OUNf ANl71,0CAflO\J Of wROUND COVf R fO PROPOSED DRIVrWAYS. 5rf CIVIL. Sf f FOR DRIVfWAY5 ' TY OF RENTON EVELO~~ENT SERVICES DIVISION D APPROVED ··~ .... -~-~.J ~---------1-- ~~tetfw i?Jof:u Sf[; f::I\JlARCiftJ 5fRt::f::f5CAP:': PL.AN 5H fl:f L.A·02 fOR MORI;: I\JfORMA1lO N -••<ts/:;' WltJ L.ANtJ~~ 5fRIP \/\JlfH GROUND COVE:R. ADJ U5f AMOUN' AND L.OCA110N Of wROUND COV fR fO PROP 05rD DR IVE:WAY5 . SE E: CIVIL. SEf FOR DRIVEWAYS NOR!HGJ l 0 40 80 SEE ABOVE FOR ADDITIONAL SCALED DRAW INGS 160 >-> > > (D ::,, ::,, ::,, --, --, --, 00 -" " E " E .2 0 -u " " E Vl CC N L 0 (I) -2 z -z 0 " -£ " 0 ti:: "' " " " Vl Ct'. b -" .2 Cf) -G'.j u " ~ ""' 'U 'E D u -~ 0:::: > "' " 'U 0 "' ~ I m ·;; I " "' "' L " (L r-.. r-.. "' 0 0 0 ~ I I I --"' I I I 0 "' <X) 0 -N "' z >--ti ~ \'-1 ~ I'-___\, 0 ~ __s::: co \,J C,, ,._ ~ > (13 00 Q) __<\) £:,_ -> (13 " 0 >--IS \,J 1 II'\ ~ IJ\ T '0 (}'s ___\, I s::: " '-I:> ~ (13 SC '-I:> "' ---' T >-I --"' u\ > -" ~ 0 N ____, I'-T >-' ~ - "' z ~ > \(\ ___\, T ~ ~ I'-- N ~ - ~ > ) a§!~ ~~ = -~ _,) STATE OF WASHINGTO~ E ;:D L:~MA~ ECT JEFl M. VARLE Y CERTIFICATE No. 774 (J) s 0 0 <( < w ~ 2 ~ >-u V) w ~ _J ~ -...j C) z <( _J JOG NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE : 5-10-07 SC ALE: AS SHOWN JURISDICTION: CITY OF RENTON I_A-01 SH ECT 1 OF 2 " L ~ V, " > CJ) > ~ co ·o " > 0 VJ ~ CJ) 0 _J 2 [L N 0 t[) <.O 0 0 N ({) 0 0 "" " <t g ~ g ·~::i ~ "' ~ z (/) 0 :;: f- 0 (_') oZ <CI w (/) ~<( LJ :s:_ _jz (_') 0 Zf- :5r5 O::'. .. ~ 11 = i8S ~1 ~i H ~ , 0 <t II ' ~ ~ • I 0. ;e I I ! 0 0 ii! ~ I 0 ~ ~ ~o I I-::, z ~ (!!,,_ (/) i :::J ..., Cl. Q) 0 ~ iii ,~ ~ i~~ ~ ~ !ij z it i a tc!!J • of' N :r: 0. Cl -, ;e ii I ~ , !l " 0::: 0.. 0.. <( w ~ 0 >-ill z 0 (/) c;j 0::: n 1---1--1--1--1--1---1 0 z -~ CONNECT-~ TO EXISTING WATER LINE '· I I c--- J, I I I I h-~· . I ' ' I I ' I J I I I I I I I I "'" ~d ~ L {if' '-, I _, ---·-- I :ii; J "' il>i• ' I ' Cl) : I ,- 6 " I ::, ' 3: (/) ., ,A' (/) 3: (/) (/) co CONNECT--.,, TO EXISTING WATER LINE , • ' PORTION OF THE NW 1/4, SE 1/4, SEC. 10, TWP 23 N., RGE. 5 E., W.M. '' ,. i ;1 •,,. FIRE HYDRANT ASSEMBLY . " -----_..,...._ .142ND AVE. S.E. .v I I I I I I I I I I I /_ --~----- \ ~- I I I I I I I I FIRE HYDRANT ASSEMBLY 1"=40 1 8" ss 40 0 scale --1 i I . l I ' ' ' ' . I FIRE HYDRANT I , ' ASSEMBLY I '. \ I ' • i 401 ' I I , .• s,{- + ,,, 1') 80 feet ' CONNECT TO EXISTING WATER (!) z Zz ~~ f-w zCC LUU. ::EO t~ _J-wO Cu 0 f-u w -, 0 ll'.'. a.. l§ C ~ w > ---w _J 0 ::::, w -. a: Cf) s 0 0 <( w ~ >-w ....J (9 z <( ....J DATE JOB NO. u .....I .....I I-z w :; u . u z . a.. ::) 0 a:: (9 I-z w ~ a.. 0 ....J w > w 0 >-w _J C) z <( ....J z ::s a.. Cl) w 1- _J I- :) f-z w f-z 0 l) 1-w w I rf) 06/14/2006 I 07-016-06 DWG NO. UT-1 SHEET OF z 0 ti: ii:: u 8l 0 0 z ~ ll'.'. 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WASHINGl'ON !18058 PHONB: 425-260-Ml2 OONTACT: DARRELL OFPI!, P.l!. ..,\.\:,,k:,,'?f~ ~v.·· If liASJ/,,,:.~ ~---~'-~·-.:,.; ..... . . • 'I>, .-o\ ~ 27460 'Q .·~ ~-.. a,sTE~--~~ ' "' 0 0 "' SHEET CONTENT TREE INVENTORY PLAN DESIGNED BY DLO DRAWN BY CHECKED BY <"ss·········\.~ IONAL vs DLO '·'·"' ""'l<\ ... :I [rxPJR[S, 12/11/2007 REV. NO. DATE D ESCRIPTION 04/12/2006 F1El.DBCIOK: ""'' ............ "'"' "'' (/') (Tl () -I -0 z -l 0 ' -I 0 ~ z (/') I - ""Cl N w z 0 ;o -I I ' ;o )> z G) (Tl c.n fT1 )> (/') -I . ~ . s:: SSMH #1125, RIM EL-470.64 ' Q I 8"PYC(N,S&E)IE= 459. 74 SSMH 1016 RIM EL=468 74 8"PVC(N)IE=460.42 -·----OHP ···--- + 1BM 'B' 12"CPEP(S)IE=466.39 'CB //1024, TYPE I 12"CPEP(S)IE=466.26 12"CPEP(N)IE=466. 18 CB #1040, TYPE I f.!I M E.L = 40""'.-,,----; 1 z"CPEP(N )IE =465.2 12"CPEP(S)IE=464.99 CB #1059, TYPE I RIM EL=466 .09 12"CPEP(N)IE=464.39 12"CPEP(S)IE=464.17 12"CPEP(N)IE=464.09 0 'fo 12"CONC(S)IE=463.621 12"CONC(N)IE=463.35 -- \ ! / • 466.6 --------------------------------------·---- / / / 465.1 ; / / / / / / / / / / #12220 1 ST R 0 FRAM E W/ BASEMENT / FF.=465.11 /// / / / // I •467.3 ()29"D 13"F 16"F / -------.f'"i --4s,\·,4,/;U, ,'1 )j/ --· NW1 / 4, • 464.5 I -- 46\'' L ... -.,,...'r'7, .s77777771 40 1. 1 .. . \ . ;,. i ' - ' " «. ; ' ;,, r,,1" .¥, ·. ' ' . , •. , ' < ... : • . '' -· '. ~ ,., . / / / GARAGE / / / SE1 / 4, SEC. 1 0, T. / / // INTER IOR PARCE L LINE j_TYP. l __ _ ---· -----· 461.2 SEE SHEET 2 OF 2 23 N., R. \ \ \ \ 5 E.' W.M. \ \ 450.9( '· 24"PR / \ \ \ I I I \ \ \ \ '"" \ I I \ • 457.4 / / (• 453.B I I / / / / (:)1J;~ \ ' I I \ I I I I "" I I \ I I J I I -------/ :) I (, , 24'l,1 ; , I / / l ()~rM / t ---·" 0 24"M 45J.4 ("· 12"M · \J 4"M J 17"'1 24'1M \ \ t',)13"M \..J 36"M ) '\ (''\JO"A ·,,~; /) / /("' I Y{'6"c / J~4"1f'\ \ \ I 1~~".;(~"c\ / t~"· 7 ,, •• / 457.2-.......~ t.J, ·,.,,_ 4~1;\J \_~~ 452.1 \ \ I i ', 455.3 \ I (, )20~" r ...:ll.7"M 't,-'.-0"WM I ( \16"M , IV'\, 455 8 1 ·,":t 450.3 I f , 1 6/'cPEP(W)IE=/51.45r~ / \• I A ·-------·-----·-so-·---,.------------so-/----;---L 18"Ac·./. ·---· ----. 455.8 ,l, ! 3-1?,"M ,, '('.) (',JZO"A 450.0 .... \ --- _,----?-1R 'M/ M·~<a1<rl"v/V45J.5 I \ I I I I f \ I c:")14" A / ,...__,'4-49.3 .-.-------FOUND 4"X4" CONC. Q'. " Q. w Q'. X V) ./ N ,,; &'J 0 \ X \ I \ X ' i I MONUMENT W/ 1 1/2" BRASS DISC AND PUNCH SOUTH 0 .34' AND EAST 0.21' OF CALCULATED POSITION (J-17-06) I I I / • 446.6 \ \ • 447.5 I \ ), ' \\ / ,/ / ------------·-------· ---------------· ------------------------------------- 30 0 ____ 30 Scale 1" MERIDIAN PLAT OF MORGAN PLACE VOLUME 205, PAGE 70 RECORDS OF KING COUNTY, WASHINGTON. DATUM NAVD 88 CONTOUR INTERVAL = 2' EQUIPMENT ~ PROCEDURES 30' A 5" ELECTRONIC TOTAL ST,\T ION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEED S WAC. 332-130-090. BENCHMARKS OR IG INA L BM : 3 1/2" BRASS DISC WITH PUNCH ON CONG. STREET SURFACE AT THE CONSTRUCTED INTER SEC TION OF NE 4TH ST AND 140TH AVE. SE. ELEV. -398.55 TBM -A: R.R. SPIKE IN EAST FACE OF P.P . ON WEST SIDE OF 142ND ELEV. = 465.24 TBM -8: '+' ON SOUTH RIM OF SSMH. IN SOUTH BOUND DRIVE LA NE 14 2 NO ELEV. = 468.75 GENERAL NOTES 90 1. rHE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON TH E DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATl,IG THE GENERAL CONOITION EXISTlflG AT THAT TIME. 2. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (I.E. PAINT MARKS, SAW CUTS IN PAVEME NT. COVERS, LIDS ETC.) THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATIO N AND SIZE OF EX ISTING UTILITIES PRIOR TO CONSTR UC TION. 3 . TREE SIZ ES WERE LOC ATED & SPEC IE S DETERMINED TO TH E BEST OF OUR ABILITY. HOWEVER, MEAD GILMAN & ASSOCIATES DOES NOT WARRAN T TH E ACCURACY OF SIZE & SPECIES SHOWN HEREON. A,IY TREES CONSIDERED TO BE CRITICAL SHOULD BE VER IFIED BY A TRAINED ARBOR IS T. 4. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD. IF ANY. 5. NO PROPERTY CORNERS WERE SET IN CONJUNCTI ON WITH THIS SURVEY. 6. LOCATIOfl OF THE SOUTH BOUNDARY LINE OF THE •IOORE PARCEL IS IN QUEST ION. A FU LL TI TLE RE PORT CON TA!el"I G THE PROV ISIONS OF SUPERIOR COUR T CAUSE 90-2-00038-9 HAS NOT BEEN PROV ID ED TO MEAD GIL MAN AN O ASSOCIATES AT THE, TIME OF TH IS SUR VEY. 7. TOTAL SITE AREA -486,26 1 SQ. FT. LEGAL DESCRIPTION PRUMMER THE SOUTH 165 FEET OF THE NOR THEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNS HIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WAS HINGTON EXCEPT THE WEST 30 FEET THEREOF CONI/EYED TO KING CO UN TY FOR ROAD BY IN STRUMENT RECORDED UelDER RECORDING NUMBER 347794, IN KING COUNTY, WASHINGTON. GUSTIN THE WEST 180 FEET OF THE NORTH 102 FEET OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10 , TOWNSHIP 23 NORTH , RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON EXCEPT THE WEST 30 FEET FOR ROAD AS CONI/E YED TO KING COUNTY UND ER RECORDING NUMBER 3076763. ZERBY THE WEST 300 FEET OF THE NORTH 132 FEET OF THE SOUTH WEST QUARTER OF THE NORTHWEST QUART ER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWN SH IP 23 NORTH, RANGE 5 EAST, W.M .. IN i<ING COUNTY WASHINGTON EXC EP T THE WEST 180 FEET AND THE NORTH 102 FEET TH EREO F; ALSO EXCEPT THE WEST 30 FEET FOR ROAO AS CONVEYED TO KING COU NTY UNDER RECORD ING NUMBER 3076763. WATERS BEGINNING AT THE NORTHW EST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF TH E SOUTH WEST QUARTER OF THE SOUTHEAST QUAR TER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M., IN KING COUNTY, WASHINGTON: THENCE SOUTHERLY ALONG THE EAST LINE 270 FEET: THENCE WESTERLY IN A STRAIG HT LI NE TO A POINT ON THE WES T LI NE OF SAID SUB DIVISION 300 FE ET SOUTHERLY OF TH E NORTHWES T CORNER OF SAID SUBDIVIS ION; THENCE NORTHERLY ALO NG SAID WEST LI NE 168 FEET; THENCE EASTERL Y 300 FEET PARALLEL TO PARALLEL TO THE NORTH LINE OF SAID SUBD IV\SION;THENCE NORTHERLY 132 FEET, PARAL LEL TO THE WEST LINE OF SA ID SUBDIVISION TO THE NORTH LINE OF SAID SUBDIVISION: THENCE EASTERLY TO THE POINT OF BEGINNING EXCEPT THE WEST 30 FE ET CONVEYED TO KING COUNTY FOR ROAD PURPOSE S BY OEED RECORDED UNDER RECOf<DING NUMBER 307676 3. MOORE fH AT PORTION OF THE SOUTHEAST QUART ER OF THE NO RTHW EST QUARTER OF THE SO UTHEA ST QUAfH ER OF SECTION 10, TOWNSH IP 23 NORTH , RAN GE 5 EAST W.M., IN KING COUNTY, WASH INGTON, LYI NG SOUTHrnLY OF A LINE RU NNING FROM A POI NT 270 FEET SOUTH OF THE NORTHEAST CORNEF, OF SAID SUBDIVIS ION; EXCEPT TH E SOUTH 300 FEET OF THE WEST 180 FEET THEREOF: AND EXCEP T THE WES T 30 FEET CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDIN G NUMBER 3076763; AND EXCEPT THAT PORTION SET FORTH IN JUDGEMENT ENTERED MARCH 19, 1992 UN DER KING COUNTY SUPERIOR COURT CAUSE NUIIBER 90-2 -00038-9. THE NORT H 1/3 OF THE NORTH 220 FEET OF THE SOUTH 300 FEET OF THE WEST 1 80 FEEf OF THE SOUTHEAST QUAR TER OF TH E NPORT HWEST QUA RTER OF rHE SE QUARTER LESS COUNTY ROAD. N ro "" 0 0 (j) c.o I 0) w ro <( ,q-s ~ l{) " N w tj- _J '~ _J > X z ct. 0 0 N l{) 0 ('-J s ~ I " w 0) oJ c.o '"" GI~ c') X N tj-0 ·~ m w z 0 0 I CL CL t.,< ~~ . ~ DRAWN BY: DEB REV. BY: DATE: 4--20-06 SCALE 1 " 30' DRAWING NO. 06071 SHEET 1 OF 2 ,--------------------------------------------~----------------------------·· I I NW1 / 4, ~)&'H /ti~ SE 1 / 4, SEC. 0 METAL PIPE 14.4 TALL r I WATERS 1 0, T. 23 N., R. ('\12"J ,J \ \ \ 5 \ \ E., \ \ W.M. \ \ "' "' ~ ~ • 447.5 \ \ ~ \ \ \ SHED / / • 462.8 / 451 ,.1 12"CONC(N)I E=462.7 12"CPEP(N )IE=4 12"CMP(N)IE=460. , w ',o 0 -,- 0 0 z I ~-=== x--m:-r OH P / .. /1''•:. / .ii~~ / . : . ~ ~OUSE #122 4 .''·· · · '. €.F.=463.02 . ·· ·. / / , ~) N88'20 35 W I I FOUN D 5/8" REBAR ~ri ,,/\'B.R.&H" #6434 SOUTH 0 .02' II (., ANO EAST 0. 15' OF II CALCULATED POSITION (3-17-06) I I -~ ; os9222 fo23 L \ FOUND 3" BRASS SURFA CE MONUMENJ~ FOUND 1 1/2" BRASS W/ PUNCH STAMPED SURFACE MONUMENT 10/15. (3-27 -06) W/ PUNCH. (3-27-06) ~6 ':'.. 1 ': --1981.92' 15 N88"21'09"W 2642.56' -~ ~ 13"F 16"F / ~2 --- --462~, 'z. 'S, /. ,,. · '(,r.:;o _./ " 9F ----x---- X 150.05 "'-' j-~ / ~ 4 59 .7 / / r ) I • <D p ~ 458.':l ,.. a a z X I I /f~)O 'AP I ,_ SL I (~. @ ../ ~)7"AP 461,.,,8,~.,-442!,61;2.8 ""7"77'"'7,'A/ 461. 7 ,.,; .·· , / . ·. ;·, .. / . ' '6' ' " 'l . ~ ... < ' ••• " ·" ~" \ / / GARAG E / / (.'\3 s"M -J460.6 ()2o"M ./ N / . __ ...!]'1TERIOR PARCEL LINE (TYP.L__._ // BUILDING / / 461.2 X CB 1899, TYP E I RIM EL= 9.39 4"CPEP(S)I E=457 . 01 6"PVC (E)IE=456.96 2"P VC (N)IE=456 .89 X /l----X ----j / / / / / / w >-w <( u 0 z w C. w z '3 xU ,· ___ /_/ __ X ----, J' I I I \ ~ I /' / / I /'., / \ I/ \ / \ ·4rl / • 458.0 -, "' I "i \ I \ I \ l \ '... \ " Q24"cw ()s"a tvJC)OR F . . . 4!;,8. I ----. SL @ CB #1902, TYPE I RlM = 58.79 4"CPEP(S)IE=4 56.94 6"CPEP(W)I E=456.59 8"CPEP(E)IE =456.24 " cs '-1 ' 0'3 #12226 WOOD FRAME HOUS E \ ;;I W/ BA SEMENT /\..,,~~ F.F. EL.=456.15 /' POO L AREA I SH ED ~~ @ · I I ,, 4 :1 \ "' u 0 °' ' I I ( ~ / ( / I I I / ()6"8 ,, ( f o "B ~ -·4so.2 / ·--" /( ~~· ~ 453 2 I ( 06"8/,, I . n"B ,f,~9.8 (:) 6"8 : 450 .7 BU ILDI NG F.F .= 459.27 / / / 457.9 \ 8"M --\ 454 • 20" -(f)T4'·\i"M \ ~ 454 2 ... 18"M I 20''M '><- 34"M \ " \ ~' J 19"H ,._//\·,f i:,,ilC'/ 06"8 / / BUILDING F.F.= 459.34 /. / / / \ \ \ / / / / ~ / 452:11;:Y~H j18"H 9"M(:") I 4527 "JI ·\ 'cv/ 1.51.1 \ 4552.,_,..1.,,. X / _$'(~ -'cYCLONE FENCE I ) I 0m.2 2 ' DIA. LI D / / ... / / WALL // / I / SL / / I I / / ® I / I I / / \ \ \ /"\ \", I r I \ / \ \ I • 450.4 • 450. 1 \ SHE~ \ \ / I \/ \\ j 1 ) I / ~ / I I / / /"' SSMH 1683 / \ I ~ , / (~~:;( RIM L= , , \'. )"- ( - SL SL X / / / \ / / \ \ I i / l ' ,y /j / 1 ( I ~ I I / \ ........ I 459.1 "'\ / N88'20'35"W CTR. OF CHANNEL / I _./ / 8"PVC(S)IE =449.17 \ . -- ~~~;"~'·~' ;~~~=~----.... -:~7~~~~@:~~7r=c,~B~O===~~:==~~~N.~L~IN:E;~~P~R~S.:C:.c:. ~N~.~9=0=-=2=-0=0~8-;9F~~:fft;~~;;~~~~:~:;;:=~~f=:;=====~==±~1 456.1 \ 45 0.7 t, " *" 4 .ll l -.4;.,1,, -~~----"C'-""YC~NE FENCE • t>li<J ti X ~------X ---I--_; 48 .8 ~ 10 2 3 0 5 9 2 3 0 / -WV NE c:::. -::rl::'::f s T. N ~· LI NE NE 1/4, SW 1/4, SE 1/4, SEC. 10-23-5 ~FOUND 1;t REBAR / FOUND 5/8" REBAR / -~ n "TRIAD" SOUTH 0.32' AND "8.R.&H " #6434 SOUTH 0.43' ---(i / --EAST 0. 17'{ OF CAI_CULATED AND EAS T 0.3 0' OF SOUTH BOUN DARY LINE IN QUESTI ON I --POSITION , CALCULAT ED POSITION FOUND 4"X4" CONC. MONU•I ENT \1 Q \ SEE NO TE 6 , SHEET 1 / (3-17-06)' (3-17-06) IN CASE W/13/4"BRASS cJ 10 230 59308 I DISC AND PUNCH LS#3755 5 , 1 \ \ ' . sourn o 11· AND EAST o 19' oF ·r , 1 \J · , / I / 0 u <( 5 _J CALCU L ATED POSITION {;' y i r:._ (3 -12::-06) \(_P 3 'U \ \ I --oioo rG · ~ii ii'I i 0 1 o \.i· I Scale 1 " 30' LEGEND : CB FH FVC GA GIP GM GV HB IE LP MB PM p p PPL PPU PTL PTLU PV SOMH SGN SSMH TR WM WV XFMR YL A AP B C CN CFR cw CY D ow E F FR H HO J L LDC LL M MA MG 0 p PR s w [J • . Fl LJ CATCH BASIN FIRE HYDRA NT FACE OF VERTICAL CURB GUY ANCHOR GAS INDICATOR POST GAS ,IETER GAS VALVE HOSE BIB INVERT ELEVATION LAMP POST MAIL BOX POWER METER PO WER POLE POWER POLE W/LIGHT POWER POLE W/U~IDERGROUND POWER POLE W/XFMR&LIGHT POWER POLE W/XFMR&LIGHT&UG POWER VAULT STORM DRAIN MANH OLE SIG N SAfllTARY SEW ER MANHOLE TELEP HONE RISER WAT ER METER WATER VALVE TR AN SFORM ER YARD LI GH T ALD ER APPLE BIRCH CEDAR CHESTNUT CONIFER COTTONWOOD CHERRY DEC IDUOUS DOGWOOD ELM FIR FRUIT HEMLOCK HOLLY JUfllPER LARCH LOCUST LAUREL MAPLE MADRONA MAGHOL.IA OAK PINE PO PLA R SPRUC E WILLOW ASPHALT HATCH CONCRET E HATCH GR AVEL HATC H SYMBOLS LEGEND: D ® .0. [QI m E--- D [QI -0- = 0 0 _n_ @ EB txl X -Jt'\ (:") '-,,J ---x-- ___ G -----~---·---- ---SD------- CATCH BASIN ENVIRONM ENTA L TEST PIT(AS flOTED) FIRE HYDRANT GAS/Powrn METER(AS NOTED) GAS VALVE GUY ANCHOR HO SE BIB LIGHT STANDARD MAIL BOX POWER METER POWER POLE(A S NOTED) ROCKERY SA NITAR Y SEW ER CLEAN OU T SANITARY SEWER MANHOLE SIGN STORM DRAIN CULVERT STORM DRAIN c1ANHOLE WATER METER WAT ER VA LVE CONIFER(AS NOTED ) DECIDUOUS(AS NO TED ) FrnCE LlflE AS NO TED GAS LINE OVERHEAD POWER LIN E SAN I TA RY SEIVE R LINE STORM DR A IN LINE WATER LIN E N • r---.. ~ 0 0 VJ co o, 00 ~ 00 0 < < >-. 5 (1) > w ~ ~ __J ::i __J !Z) > = z "O - ~ ~ 0 0 e ..-:l 0 5 -..... ·-(,:$ - C, CJ) i:::: co 0 N '"C . "" VJ X ~ VJ 0 ~ 0) ~ 0 ~ ~ 0 ~ Q_ 'C,< ··-~.~ . u z ...... .. s 0 ~ sj-n 0 co ~ OJ z ~ 0 f- C) z I (/) 0 <( i-1 ',: ~ 0 > z s ~ ::,:: Cl cc ::,:: :;,... IJ..l i-1 c.'.J z <r: i-1 VJ ~ 0 0 <C ~ ~ ~ ~ ~ 0 z <C ~ DRAWN BY: DEB REV. BY DATE: 4-20 -06 SCALE: 1'' = 3 0' DRAW ING NO. 06071 SHEET 2 OF 2 co 0 ~ <D I <D IX) ,tj- ~ lO N ,tj- ~ X c;= N lO N I <D IX) 'T ~ If) N 'T ~ w z 0 I Q_ G:j > n:: ::J (/) u I 0.. <( n:: (.? 0 0.. 0 f-- ~ >-a::: <( 0 z ::J 0 ro 5rr rNlARCft7 5-rRrrfSCAPr----- lANt7SCAPr PlAN 11115 5Hrrf ,ii'....-• 1023059230 ,.--!!!rS .. -. .. lANCilE:Y ME:fOOW5 PROJE:Cf MAP PlANf 5CHf DUlf 5YMBO~ BOfANICAL-NAMI:: / COMMON NAMI:: OUANflfY 51Zr .,. /; ""' . • .., .. I, I~ 1","----1~" . -• --11::.~-r.--·-~~---~-· 10230 9.308 / - NOR1H Rl::MARK5 FINAL 511'8 IMPROVrMt:Nf5 fO Bl: 17rfrRMINrl7 I I C) G C > s: coNcRrre 5117rW/i.K--1---1+------, ~Of 0 ~Of70 P~rus caller~ana / 'RfD5PIRf' flO\/Vt:RINCi Pf.AR 19 l.~?1 cal. fUll / 1/Vt:ll-BRANCHfD / PlANf 2:7 ' O.C. • Rhododendron ;;p, / 'ANN-1 KRU5CHKf ' RHOt71f Calluna sp. / 'Mft:7. PINK' HfAfHfR 18? I 11al lAND5CAPr N01f5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. fUlL / 1/Vt:LL-BRANCHft:7 / PLANf 5011 O.C. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRATOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1 /1 O" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 1 O. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THE( SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITIEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. CONTRACTOR TO PROVIDE A ONE-YEAR WARRANTY ON ALL PLANT lvATERIAL. ~PT • ,w w CD • 0 -t • . ~ -PPT :::: ~c_n b L() 0 z • lOf 4 o ~O"H ~:lviArcHCINnee kl&Hf HOQUIAM AVE: NE: -lAND5CAPE: PlAN * ~ NORfH PPT 0 ~ o z N ~ ,;-- 9 _ _j__-----1'~1 s---L-----r--l''f' O"H MAfCHllN~ - Of 4 *4"F Of I Nss·20'35· w '-------+--FOUND 5/8" REBAR "8 .R.&H" #6434 SOUTH 0. AND EAST 0.15' OF CALCULATED POSITION (3-17-06) ' ,-., c. 0 r; i HOQUIAM AVE: NE: -lAND5CAPE: PlAN 0 20 40 BO NORfH el z Zz = ~~ = = n.w C-.J 'za: U)U--::a;O ...J t~ :::> [DO -, > Ul 0 Call 2 Working Days Before Yau Dig 1 800-424-555 tilities Underground Location Cente (ID,MT,ND,OR, WA) g 0 w 2:'.: w 0 I.I.I a:: CT >--~ -'d ____:; ~ ~ _s:: ~ N > \lo "--' I'- 00 ~~2o £',_ __, (3, "' >--~~~~ ~ '3 I'-' '-\.) ____:; s:: -"--' \lo "--' __, '-\.) ~ -z--'" >-"' > IS\ I:....> TZN > ~ l'-C5" >--' N C) > s: ~ IL ____:; IL ~ I:..., ) > en 3: Oz C <C <C ...J w a. :E ~ >-<C w~ ..JC (!)Z z <C <C ...J ..J SHEET OF LA-01 1 z ~ (!) z -:c en ~ z ~ z w 0::: u. 0 ~ 0 / . 0 • .. . . . . • E:NLARarD 5fRrrf fRONf Aar LAND5CAPr PLAN • • PlANf 5CHf t?Ulf BOf ANICAl, NAM f COMMON NAMf OfY fRff5 '.n-4rat Japo n ica Japane5e 5nowb ell 14 Betu la Jacquemonti Jacque montii Birch 10 • f raxinu5 ox4carpa ' Ra4woo d ' A5h 148 Cercidiph4lum Japoni cu m Kat5ura 24 Cornu5 5p . Pin k flowerinc:i t7 oc:iwood 20 74 fOfAL, L0f5 X 2 fRff5/ LOf MINIMUM"' 148 fRff 5 RfOUIRft7 lANt?5CAPr: NOff5 226 fRff 5 PROVlt7f t7 5HRUr35 AND CiROUND COVf R Ci5W 5 h4bridu5 Arcto5taph4llo5 uva-ur5i 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IM P ROVEMENTS AND CONDITIONS PRIOR TO STARTING LAN DSC APE WO RK. Roc kro5e Kinnikinnik 2 . CONTRAC TOR SHALL US E CAUT ION WHILE EXCAVATIN G TO AVOID DISTURBING ANY UTILIT IE S ENCOUNTERED. CONTRACTOR IS TO PROM PTLY ADVISE OWNER OF ANY DISTURBED UTILI TI ES. LOCATIO N SERV ICE PHONE 1-800-424-5555 3. CONTRACTOR SHAL L MAINTAIN AND WATER ALL PLAN T MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWN ER. 4. CO NTRATOR SHALL BE RESPON SIB LE FOR COM PUT ING SPECIFIC QUANTITIES OF GROUND COVERS AND PLAN T MATE RIALS UTILIZ ING ON-CENTER SPAC I NG FOR P LAN TS AS STATED ON TH E LANDSCAPE PLAN AND MINIM UM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMB OLS ON THE DRAWINGS. 6. S UBG RADE IS TO BE WITHIN 1 /1 O" OF ONE FOOT AS PROVIDED B'(. OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STIC KS LARGER TH AN 2 DIAMETER. 7. 4" DEPTH NEW TOP SOIL IN NEW BEDS SHOWN. ROTOTILL IN TO TOP 6" OF SOIL. 8. ALL BEDS TO REC EIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATER IAL SHALL BE FER TILIZ ED WITH AGRO TR ANSPLAN T FE RT ILIZ ER 4-2 -2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CO NFORM TO MN STANDARDS FOR NURSERY STOCK, LATE ST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPI CAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMA L GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, ANO HAVE A VIGO ROUS, WEL L DEVELOPED ROOT SYSTEM. ALL PLAN TS SHA LL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN TH E LOCALITY OF THE PROJ ECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SP ECI ES, ANO VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF . FREE OF DISEASE, INJURY , INS EC TS, DECAY, HA RM FUL DEF ECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MAD E WITHOUT WR ITIEN APPROVAL FRO M LANDSCAPE ARCH ITECT OR OWNER. 52 600 11. NO PERMANENT IRRIGATION SYST EM IS PROPOSED. TREES LOCATED ON THE PROPO SED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDER ED 100% DROUGHT TOL ERANT ANO SHALL BE PROVID ED TEMPORARY IRR IGATION FOR TH E FIRST TWO (2) YEAR S . 1 2. HOME B UILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF TH E PRO POSED HOMES. STREETSCAPE PLANT MATER IA L SHALL BE INS TALLED BY DEVELOPER. 51Zf I .r? 1 cal 1.0 11 cal 1.0 11 cal I . :7' 1 cal l,:?'1 cal 2 ciall on I c:ial :=i.,90, l l .OON RfMARK5 full and Matchinc1 fu ll and Makhin ul full and Matc hinul full and Makhinci full and Matc hi nci fu ll and Match in ci full and Matchin01 / Plant 50 1 1 o,c. II W'C w D:'. X f-0 D:'. N Cl. Cl. -<( SPECIFIED TREE STAK E(S) ---- INSTALL "TREE BOOT" OR-~ "ARBORGARD" IN LAWN AREAS. PLANT TR EE 1 "-2" HIGHER -~ THAN IN NURS ERY UNDISTUR BED GROUND _ _,1 12" MIN . FOR WOOD STAKES & 18" FOR REBAR \ lREINFORCED ~UBBER HOSE OR VINYL W/1.6 GA. WI RE TIES DETAIL --PRUNE DISEASED AND BROKEN BRANC HES r-------HOSE & WIRE TIE S, SEE DETAIL ABOVE \ ,---REMOVE BINDING TWINE & TOP 1 1 /3 OF BURLAP. 6" DEEP, FIRM, NATIVE SOIL MOU ND 1 2x ROOTBAL L WIDTH IN HEAVY SOILS, AUGER 8"x6' QEEP D HOLE (OR THROU GH HARDPAN) fill WITH CRUSHED ROCK. VERIFY GOOD DRA INAGE PRIOR TO PLANTIN G. I fRfr PlANfJNc; AND 5f AKJNc; t7ff AIL \ NOT TO SCALE DO NOT PIERCE RO OTBAL L WITH TRE E STAKES, TYPICAL. )-Sa Sa > rn "' ~ ~ ~ "' -C " E C E ~ 0 u 0 -. " E VJ C N B vi 0 :z: -z 0 C -E " 0 ~ fr'. " " C -= :g VJ fr'. 'o "' G'j (J 5 [;] u "' " .E 0 . "' er:: > I'-" u 0 "' '" I "' 0, -~ I "' I'- L " Cl. I'-I'-I'- 0 0 0 w I I I I;,: --0 "' I I I 0 I'-"" - 0 -:z: N "' NORfH >-....µ ~ '-..J N _:, ~ I"- 0 ~ _..s::: CD '-..J e:,, '-i > (13 - 00 Q.) ..:!}_. 0,.. > (13 " 0 >-" '-..J 1 "" ~ \fl " 13 ~ _:, ' ~ "' ~ ~ (13 L '" "' --' '-I"' >-' > ~ \S\ i.l...., N ~ I"-T " ~ ->-ID ~ 7 > "" _:, '-I"' ~ :u.._ ,~ N :u.._ - i.l...., > ) ~(!Jl~ -' __j, STATE OF WASHINGTO~, r-,,-r,, fL D LAND H t£cT ~~EY CERTIF IC ATE No. 774 Ul s: 0 0 <C < w ~ 2 ~ >-u V) w §@ _J =s C) z <C _J JOB NUMBER: DRAWING NAM E: DE SIGN ER : JMV DRAFTING BY: JM V DATE: 5-10-07 SCALE: AS SHOWN JUR ISD ICTION: CITY OF REN TON LA-02 0 20 40 SEE ABOVE FOR ADDI TIONAL SCALED DRAW INGS 80 SH EEf 2 OF 2 Al / cl ' 2. (1) 0 ~ Ul / ~ 0 ~· 0 --(1) ~ / D ~ m I D m ~ ' 0 :, <D (1) '< Os:: (D 0 Q_ 0 " (/) ~ / 0 " <D / V) 3" (D (1) rl- (/) / u u 0 / ' .;:: I Ul 0 ~ Q_ " w Vl 0 0 (1) w m Jun 13, NO, • II .j:>. 0 -1'> en rl o 0 0 (D --., (D (D ,-+- 0 ~ 0 (X) 0 2006 -5:02PM Lost Saved By: vsilvestre REVISION BY •; . ·11 , I @ /[' ,.JI, ' /, .. / ..... ,,, . .,.,,..~I ,_ ~ 10+00 ''<'< '--'- !l' I" 11 @ SlRliETED: I SCM.E: DESIGtEl: 1 "=40' WPH ...... JDZ DNE ""8 I VERTlCAL: ~VD 191'1 HORIZCNTAI... NAD 1993 1191 .,,~c. -..JI. CITY OF RENTON I I CHECKED: AT Flll SCALE IF NOT ONE NCH Planning/Building/Public Works Dept. I DATE \ APPR \ """'°""' ~~~lil.'t WPH -- e G ® ® / -·--- e 8 @ ,, ~ © j --,, -----,- ~f· •<'C "',{ •, , , -\. ' 14+00 , . --··"·", ,.,, .. _,. ·, ' I ~=--., • ., .. ~--·,a,<#%•,<n 13+00 0 ,~ "'· ~ ..... ,~ I . -.. , ,-, ~ .. --....,.-: .. -\'./. ,;00 - ~ ROAD A ® ® ® " ti @ ® l·t l ® © ® .. --• ' --..:!!-,,. .·., @ @ @ :;11L_: ---"------.JL___..._,.,__--L--__._-,-------~ I IL '" ti N EB ...... ,1:1,. I\') z C > rii • CD tn • PROJECT 0 L 0 ~ 0 )> ,, ;o ---'- 0 .i,.. z I\.) s;'z CC) 0 fT1 _)> s::: < ]m S2 fTllm ;;;::: fT1 z uJ -,1 :,ii 'ell ' -, 0 ® ~11 I @ ® '" ' I ® ® .. li ... 0 ® ® ·:i1r---r---r~-r1------J ® ® ----- ,:.-1: -·, Jr II .. '' ~,. " G -··.- C:::00---'- -U fT1 r "' oo )> ' zcVl -UJ CC) UJ ;o ;o o~cri'~ r· "'~ ,.-::-,fTl 0 s::: ,- 0 fT1 0 -U :e: ID z fT1 )> oZi:oV) .::::i O t"l1 Pl -fT1 oz Z-1 0) ' -I>-"' 0 • UJ ' -I ~ )> 0 IJJ UJ -u 0 I ;o )> "' !:::j • 0 0 0 s;: z 0 UJ ;o UJ i::'.j w: fT1 "tl ~ fT1 s::: fT1 z -I 0 ~ UJ ai ' I 8 I G I I I -----I I I I 142ND I I t AVE SE i("J I I I I ;3 J ~ I ~ Pl.; I , s;;: z fT1 33+$4-A.2 "tl ~I"' -I • i;a UJ 0 fT1 \"' ~ . ,- A 0 O! (,J 0 ;o ·~-~--~"--. ~ '-'' ·1·: ® ® ® ® ® ·1_ ® "''-:,_ ,;, .; :,,_,.,,:i:'· ~D ffi ~ 0 )> UJ 0 -u z I 0 )> ;o !:::j fT1 -I fT1 0 0 -u z ~ 0 ;o fT1 ~ s::: fT1 fT1 z -I -u ~ fT1 s:: fT1 z -I ® ® ® @ r,Illl:-1---"""------------+--------------J .. •ff/ © ® 1:.11 .. i---------------t-----_j ~~I ® ® ® ~ .,,., .. ,., ... ·.·.·•··•·•c-··.··"··"··•><·""''· 32+ . ..,, ' -"-~ ® ® ® . ,-, ~:..:..:._ •;;, <J, :-II . I "·--# ',-.. -,. LANGLEY MEADOWS Gl CD '"" I ~ 15 ~ m (f) Site Development Associates, LLC 0 I CLIENT -n m ~ 0 0 ? LANGLEY DEVELOPMENT GROUP, INC. m b -I u, 7l ~ " ~ "' 0 w II 6 al JSHEETCONTENT STREET PLAN 0, 18322 Bothell Way NE; Bothell, Washington 98011 ............ ___________ --~----- Office: 425.486.6533 Fax: 425.486.6593 www.sdaengineer.;.com DESIGNED BY WPH DRAWN BY CHECKED BY JDZ [ EXPIRES n ... , t· 111 'JI LANGLEY MEADOWS RENTON, WASHINGTON I. 'L:1 I ....... CD rg STREET PLAN ® A ~ @ @ ® ® ® -11'••., ® ::0 g 0 ® ® I ® I //\ r~ g. ® © I ® " . ® ® ----- -.,., REV. NO. I DATE -i I I I _J 6/14/2006 AELDBODK: '"'"' DRAWING ND: SP-1 SHEfl~ 1 O:·: ~, DEVELOPMENT PLANNING\ CITY OF RENTON JUL 1 I 2006 RECEIVED DESCRIPTION .:, I ~ ~ I ; ffl ; C/J PJ .P i ~ z .. ~ OI m .. ; • • Jun 13, 2006 5:01PM Lost Saved By: vsilvestre . LANGLEY MEADOWS 6i14/2006 I 00 suo=, = 1"=40' HO~.':'l.~... e11\ :! CITY OF RENTON WASHINGTON REUlBOOIO J WPH ~ RENTO DRANNGNO, / ""'"""' ~ N . ,..., l ::~, JDZ I ,r ::~ I ~ATUM Planning/Building/Public Works Dept. STREET PROFILES I'""'" SP- 0 ~. / IF NOT ONE NCH \ '; ,'.) , _._ SCALE M:'.CCR!:!lNGLY -_§_ NO. REVISION BY DATE APPR ,.,,.,.,..,,. WPH I 0 .... ~ m ~ / 0 -0) I 0 m ~ ,- 0 :, cD (D '< :s:: (I) 0 Q_ 0 "' "' ~ / 0 "' '° / (11 :y (D (D rl- V) / 1J cl 0 / ' :s:: I "D ' 0 0 Q_ " cD Ul n 0 (D .JS. 0 I 0 ::0 N 0 z ,;! r ~ ' II -1'- 0 - "lJ ... ::0 0 "Tl r m :::a . 0 )> 0 )> --0 · 0 :z; ; < l"Tl ::0 -l 5; r ~ ' II Ul - -1'- (/J ~ 0 (/J .., Ul 0 0 0 0 (D (D 0 io -1'--'I U1 0 --+, u --+, (D (I) ~ OJ ~IJ~ 0 0 0 c.... Cl . :z:: 0 )>I G) 0:, -l "' z m z 0 9 . (f) PROJECT 0 I CLIENT ~ ex, + 0 0 -ex, + OJ 0 -er, + a, 0 N 0 + .JS. 0 N -+ N 0 N N + 0 0 t: 0 t 0 .JS. + U1 a, 0 0 MATCHLINE 18+00 · SEE PROFILE ABOVE ::0 l"Tl ox l> en 0 :::j Oz l"Tl G) z -l G) SJ s' 'o z l"Tl l"Tl ~ .j>. U1 0 I I I I I / (. I I I ( . I I I \ ' .I.I I I I I I I ::o ..,, I. ~z I oen I I ot3 I............ ~0 I !;) s' / ro z l"Tl I l"Tll> I _, I I I I \ I . I I I I I I I . BVCS: . 20+04.95 . EJVCE: 456.25 I . I \ \ I \ \ \ \ I I / / \ / ~ 0 0 I~ EV'CS: 21 +54.95 · EVCE: · 456:25 · · ~ 0 LANGLEY MEADOWS m ~ o ,, ~ [/) ~ ~ LANGLEY DEVELOPMENT GROUP, INC. 1J --K;, rn I\J t 0 r . . 0 5 ::E ::E -0 -0<-o-u <-o --0 en z z _j A ;t,-PJ ~ -I -I u, o l"Tl en ~ II • <: 11 ,;! . ~ . § · '-'J II II N !2 ·u,N OIi <aot;+"°11 o OoUl-.Jo . • er, + .j>. . U1 • U1 O~-.Ju, ~ (X) . . . .co. -...J U1 ' \ ', \ + OJ 0 "lJ ~ "Tl r m I ::0 0 )> I~ -0 + 0 0 0 + ex, 0 --+ a, 0 N + b (,I + N 0 .j>. ti 0 l"Tl X ~ z ·(;') . G) s' 0 l"Tl + ' C, 0 .j>. + ex, 0 -U1 + a, 0 ~ I I I J I / I \ / / I ) + a, 0 I ( .\ I I I I I II I I \ \ \ /l.!.. I . !. g ~ r I I I I I I .+ .................................. : ................ / .......... /s b I --.J + N 0 I \ I . I I I I I I \ \ . \ \ \ \ \ \ I I I OJ \ + \" I I I \ I ) '; I I I ~ I, I I I I I I ) I I I I I I \ I \ : \ \ . I I : I I ) I I I I I I ::0 ..,, o-)>z o en I 0 l"Tl l"Tl 0 z -l G) l"Tl ::0 ::0 )> ro z l"Tl l"Tl )> -l § MATCHLINE 18+00 -SEE PROFILE BELOW t ~ 0 0 - Site Development Associates, LLC 18322 Bothell Woy NE; Bothell, Washington 98011 --·--·-···········~···~···· Office: 425.486.6533 Fax: 425.486.6593 www.sdaengineers.com + 0, 0 .JS. a, 0 w 11 g § ISHEETCONTENT STREET PROFILES DESIGNED BY WPH DRAWN BY JDZ CHECKED BY I EXPIRES REV. NO. I DATE .JS. .j>. -.J OJ 0 0 :t ~ 0 0 DESCRIPTION <I) ~ ~ "' Q) _;> 'iii > >, (D u Q) > 0 VJ ~ "' 0 _J :, Q. ~ 0 If) (0 0 0 " <O 0 0 N '-. 11 ~ z (/) 0 3: f-- 0 (.'.) oZ <(I w (/) ~<( >--3: w • _jz (.'.) 0 z f--s ~ Q:'. ;; Q ij Ii 11 % a "' II ' - i I 11- 3 ; I C ,0 r<) ii I ii CL VJ 0 1<) z ~ ~ I ~ i j~, -~! ii ~! i N I 0 [L , 3 I I I C 1i 0:: CL ~ w ~ Cl >-(Il z 0 Ul ~ 0:: 00 1--1-+-+--+---t---a · 480 · 470 .•.. 460 · ... 450 .... 480 ... 470 · · .· · · 460 · 450 · PORTION OF THE NW 1/4, SE 1/4, SEC. 10, TWP 23 N., RGE~ 5 E., W.M. --~· ··-.,:.,,-·· / / / / .. 40+00 •••••••••••••••••••• -:-... c-;....:_ ····40+80 41+60 LOW POINT ELEV = 455.91 LOW POINT STA "' 30+85.58 PVI STA = 30+ 72.88 • PVI ELEV = • 455.66 A.D. = 3.03 K = 24.79 75.00' vc IX) r<) N IXl lli "' r<) .... r<) <O ci o . + If) -,,,. 0 "' + If)· r<) -"'. w r<) cii u w u > Ul 0 > (Il 0 ~· (Il ~ -2.03z 30+00 / .. / .. •/ ? / / EXISTING GRADE • AT ROAD CENTERLINE .. 30+80 - PVI STA = 42+ 14.49 PVI ELEV ;,;, 458.67 A,D . = 1.03 K = 97.55 100.00' vc FINISHED GRADE AT ROAD CENTERLINE ... 42+40 .. · "' 0 O> (0 O> 0 '° + If) ... N "' r<) II II ~ ~ _J w Ul .5. > CL CL FINISHED GRADE ... AT .ROAD. CENTERL:INE 31+60 • PROFILE -ROAD C • EXISTING GRADE AT ROAD CENTERLINE -1.00% ........ 43+20 -~ · 44+00 PROFILE -ROAD B ...... · .. 480 · 470 460 ~.97% • 450 · 32+40 · · LOW POINT ELEV = 455.75 LOW POINT STA = 45+31.24 PVI STA = 45+31.24 PVI ELEV = 455.50 w cii 0 §( ·fii· .. --m --- · 44+80 R/W ·· A.O.· =··2,00 ·· K = 50.00 100.00' vc --- ···* "! 0 -0 IX) (0 + If) If) "' "' w . cii u . •..... ·~·. ·G'.i . --------- ..... 45+60 21' ................ 16' 46+40 SIDEWALK TRAVEL LANE 2% 6" CSTC . . . . 12" GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDENT UPON SOIL CONDITION. 5" SIDEWALK • (TYP.) ... · 480 470 · . 460 · 450 .. 47+20 · . . . . . . . . . . . . I R/W 21' 16 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . 51 TRAVEL LANE SIDEWALK 2% 2" ASPHALT CONCRETE • PAVEMENT CLASS "B" 4" ATB OR 2" CLASS "B" .... • CONCRETE CURB AND GUTIER W_ROAD SECTION V' N.T .S. 5 0 VERTICAL 1 "= 5' 5 10 ti w -, ..... 0 0:: a. Cl) s 0 0 <( w ~ >-w ....I C) z <( ....I DATE JOB NO. f-z llJ :::; u u z -a.. ::, 0 er:: Cf) (!) w I-_J -z LL w 0 ~ er:: a.. a.. 0 I- _J w w w > 0::: w I-0 Cf) >-w _J (!) f-z z UJ <( f-z _J 0 u f- UJ UJ I (/) 0611412006 107-016-06 SP-3 DWG NO. ____ _ scale 40 HORIZONTAL 1 "=40' SHEET feet 80 0 40 z 0 t 0:: u (f) w 0 0 z ~ 0:: ~ U..J..J.~.J.. .. ~~· ~~~~~~~-~~-~"."""~:--'~~~:'77':""'":'.':".':~"'.':':'.':""""~=:::--::~--------------------------------------------------------..... -----------s-c_a_1e __________ f_e_e_t _____________________ .1._....:3:::._o_F __ _:3~_J R:\P roj e cts\ 107(0ffe)\0 1 6 -06 (Lang ley Meodows)\Dwg\Sheets\P Plot\LM -p ro f0 2.dwg -Scale : 40 I. -~ NO. __!,. 0 "Tl __!,. (JJ I m m -i .... :::l (") ::r II c.n 0 (ti' ~ % -SI.RIE'lm:-I SCALE: MEAD GILMAN&:ASSOC DESOIED: DLO DRMrN: vs CHECKED, 1 "=50' ONE INCH AT FULL $CllE V!Rl'IClll.c trMW ,91!1 HORIZONl"Al.: Nli1 1983/111!11 ~R CITY OF RENTON Planning/Building/Public Works Dept. LANGLEY MEADOWS RENTON, WASHINGTON REVISION BY DATE APPR """""""' IF NOT ONE -.ctt SCAI.! 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'-'-7'7., :' ~-' i..<:~:. j;j .... ,._,__ t{~(]J[; 5--'//J.(",.-·:<,}"~ ,/ ·~1-· ·'. /._,-/ l}[{}:~~t};:;:~- ,,,, o, ,·'tf,/i~ ?i{f }i~Jf~; ,··-'··~ ~@clY ;;;Pl;;;;J --~f ,.-1/0·'.."~<>>-1 1ra~(N)E•~;17 4Jff ;:;:~~:.i-, ;:: i ;:::~c.;:;:'.·l '<> /h;,_. _!//, '><<1>-~~ /'><,.-/I ' ® ................ , ......... @\ @ @ w ! .i }f ;.f :if }?(Il:<) "'-·· ,. --· .. -=,. ... ._ --------~-~~· _,, --., ., .. .ar.."" ... 1w I , ~;1_/;·>::T0ww:> L ~ ',.'/,<·'V--///, <I l'i66' m J:) w 1AB a.; ·;..;,?";_s/,•'.,.-~//',';•> . '" ::/?>V:.x:·::_·._:_', 12'tONCtS)t•41et~71:+-':"'777';j ',o; .-0'1-·,:.>,..-;/>'.\I '<;;_)~/< ~· -·;:;.~ 12"a3Nc(N)IE"'481.Cl6," l ,....::...., ,, I I t ~I =1 i )o2":>0S9222 ,02'3os922 1 ,02":>osg,96 PUNCH '&TMPCD 10/16. 'SURFACE WIUIENT W/ "'""',....... l \ . SURFACE IO\ILll[NI ., ;-FOUND 1 vr BUSS 1023059230 (l-17...(16) PU1CH. ()-27-o&) :;_-:-,z~ BCI0.&,4' ; _::-:. 1981.g~· telr21'09"w ; ,,,.,. .vi' -I ;o r, r, V) G) ,.. ;;o ;r -I ~~ )> ~ z C"I iJ ::r: l::j r, -_, () l> (/l ~ () r 2;2 zg mi-n N if ~~ ~oc .. ~ Jq!iM° SIP'!f )> • -1 i ,.. F o r-..... ~-e1> ~ "1::ID -> n r ~"U u,-1 .... ,.,, If ~ ~ ~ i:J: 6 :::iO!CPI C"-)> C rn 8i~J j!i2~m ~a~ ~ e ... ;cO ~ C Ii a-::U -1R "' m~ x'"' i C'l i::!Lll o,.. ~ 'lf! ....._ ?J ro "" ~C -1 V1° r-,., 1ii a:: C: Ill j; -u-m c z>,., lo Q ,..rtn ~ @ @ ' m,s-20·Jsfw FOUND 5/!'" REMt "'a.R.11:N• f&I.H sourN a. .. .,. ANO fAS1 0.:,0' OF CAI.CULATCD FO!mON (J-17-06) @ wn -u ., r i~ ~ -I lll ID _m ~ I~ -(l) i () ~ ~ :c m ~ m 0 I C: r m !l •, oO o , .. m, "'''--" ,,,a,>,u,, .-" ' ' ' ' ,, -----·,~ @ @ _J ---~ ··-o~ ""'"'"'"-o• ,,.,~---a' '""·-··--.. •--.. .,- ......... , ......... , ... , .....• j i "~=- @ '· , ;·.·,;-. ••·········•······ . ' , ... ,,._ Q14J""A. ... -. ··-·· ... ,. ···1 __-rc)JM) ,-x,• CONC, r ~-~ I • MICN.UDII •/ 1 1/2- BRASS DISC AHD l'UICH 50JTH 0.1,t' »I> £:AST 0.21' Cf' CM.CUWta POSITION (J-17--oa) ' )3J"l,I • }2'"11 :s:: I~ ~ 11- --RU,ID 1J2-REilAR ' ~-SOUTH CL)2' NC) EAST o., r or C111.0JUJEO ........ 0-17-06) ,------, ~ \ \.,ilH~ )> (") rn z rn NE 6TH ST. FOUND 4"x<I" OONC. YONVMENT Ill CASE W/ , ~,_.. 8Ri11S5 DISC ~ PUNCH LW7SSS SOUTH 0.11' M\10 ~ D.19' OF CAI.CLLATW POSITION (J-17:,0SJ 5 £ :!'" !" t" "' .-!!l CJI_ >' ~ (/1 :c _, ~ m tn:.u ii!£a:E::o ~ fTI JTt -3: =ii Pl ~ ~~ :gri!,,,J:ra ii z I); Z~Mi> o cal 5i,1lz~b f:i -I :::U fTI ITI l"'I C: Z ~ s~ ~ rnrr1Dl~~ s ..,.,(!.,,-.,<11~, ~ "' ;oil;~il;o~z .. 0 OF (I) :::U --1 :e ,c F :il r u, ~ ..,,., c ~m ~ mrim oc Z fTt Pl IT! ITI ::0 f"1 JTt~~··(ll:::oc~ 8 oz~ !i~ "'16 .., _, -t~C ;;u g rr1 3: ~ "O n g . ..., zz ~ c: ::O>c: o~Tt>< ::o m ;t: ::o m X • CCI ->o :;:u,-_, · -<,, rncvl -..., ~ :;oO ..., .., > cdrri • z ~ z ~:::utnO 0 :!:: 6 ~~s;~ t/1 -::0 l"'lCr; -z z z C -. m rl"'l~ '.! "' 0 ... • ~ i ~ i=~ r ...,_ m "' C, 0 ~ -< X . 0 m ~ ... ... -< ,, ~ r 0 ... C'l'CLON£ i'l:NC:£ 1:1 1 · ' ., I l--'IT ..... IC 1/4. Sit t/4. st 1/-. SEC. 1D-:IJ-& "IRIAD'" SOUTH O..l2' NC> ' • I I I ' I SWIH BO~ LNE ft CLESTION SEE Nl)ti 6, SHEET I 1023059308 \, EAST 0.1 r or C'IIII.CUtAJ[I) ........ (J-17-00) ~ ~ ~ z %,\ '*"' C:,. l~ I !i z !" "' ~ 18 CJ L :le 0 Cl CD z z 9 9 ,-., ';.c ~ ~\ '§1, 1 PROJECT CJ ~ r, CLIENT LANGLEY MEADOWS § LANGLEY DEVELOPMENT GROUP ' .., 0 SHEET CONTENT 0 a, TREE PLANT I NG PLAN DESIGNED BY DLO - 0FFE ENGINEERS DRAWN BY 13932 SOUl'HEAST l!WIHPLACB RENTON, WASHINGTON 98058 PHONE: 4'25-260-SM2 CONTACT: DARRELL OFF!!,, P.1!. CHECKED BY vs DLO • L. O;, ~""'········· ~~-~-~t$i~ IIIS!t,~{·.~ ~:ti :. .c:::i. -•• . . . . . • • • ~ --~ ..o·. 27480 <;) .·t:J ~:!f c,sTE\f.~~~ <"ss········ \." ~~N!L.r" [rxPIREs, 12/11/2007 REV. NO. DATE DESCRIPTION 04/12/2006 nnoBOOK: """' ........... SHEET: "'' {/) rn (") -I 0 z ~ 0 ~ -I 0 ~ z {/) I "U N w z 0 ;:a -I I ~ ;;:o ;> z G) rn (J1 rn ;> {/) -I ~ ~ ~ 13 4,501 sq.ft. 1\n 4,501 ~rt. 90' .. / I / NE 7fh STREET AND HOQUIAM AVE. NE NOTES: 1. STRUCTURES ON LOT 4 ARE TO REMAIN. ALL OTHER STRUCTURES Wlll BE REMOVED. 2. ALL ADJACENT PARCELS ARE ZONED R·8 EXISTING ZONING: R-8 PROPOSED LAND USE SINGLE I' AMIL Y RESIDENTIAL GPP DESIGNATION: URBAN RESIDENTIAL WATER PURVEYOR: KING COUNTY DISTRICT #90 SANITARY SEWER PURVEYOR: CITY OF RENTON 50' " M i;c53 7,028 sq.fl. 132' SITE DATA TOTAL SIT[ AREA = 486,261 Sq. Ft./11.16 Acre TOTAL LOTS: 70 ACCESS EASEMENTS: 4,112 sq. ft. RIGHT-OF-WAY: B7,280 sq. ft. TELEPHONE SERVICE: VERIZON POWER SOURCE: P.S.E. ( PUGET SOUND ENERGY) AENP1NARKS ORIGINAL BM: 3 1/2" BRASS DISC WITH PUNCH IBM -A: IBM -B: ON CONC. STREET SURF ACE AT THE CONSTRUCTED INTERSECTION OF NE 4TH ST AND 140TH AVE. SE. ELEV. = 396.55 R.R. SPIKE IN [AST FACE OF P.P. ON WEST SIDE or 142ND ELEV. = 465.24 '+' ON SOUTH RIM OF SSMH, IN SOUTH BOUND DRIVE LANE 142ND ELEV. = 468. 75 NW 1 / 4, 1::, 0 APPLICANT /DEVELOPMENT: LANGLEY DEVELOPMENNT GROUP, INC. 6450 SOUTHC[NTER BLVD. STE. 106 SEA TTL[, WA 98188 PHONE: (2D6)244-0122 FAX: {206)244-1436 TITLE COMPANY: 9' FIRST AMERICAN TITLE INSURANCE COMPANY 3866 S. 74TH ST. TACOMA, WASHINGTON 98409 PHONE: (253) 471 -1234 PLANNER: DARRELL OFF[, OFFE ENGINEERS 13932 SE. 159TH PL. RENTON, WA 96056-7632 PHONE: (425)260-3412 FAX: (425)988-0292 ENGINEER: DARRELL OFFE, OFFE ENGINEERS 13932 SE. 159TH PL. RENTON, WA 98058· 7832 PHONE: {425)260-3412 FAX: ( 425)966-0292 SE 1 / 4, SEC. SURVEYOR: MEAD GILMAN & ASSOCIATES ATTN: SHANE BARNES, PLS 17625-130TH AVENUE NE, SUIT[ 104 WOODINVILLE WA 96072 (425) 466-1252 E-MAIL: SHAN[IIMEADGILMAN.COM 1 0, \ T. 23 N., 50 50' 28 ~ 5,317 sq.ft. 50' 199' 4,501 sq.ft. 50' 201' 58 6,662 sq.fl. 1543.64' 50' \ 5,327 sq.fl. (:,-'i 36' PERSONS HAYING AN OWNERSHIP INTEREST: FRANCIS J. PRUMMER AND ALICE M. PRUMMER THOMAS M. WATERS AND PATRICIA ANN WATERS MONTE MOORE AND KAREN L, MOORE WILLAM GUSTIN AND TIFF ANY GUSTIN JAMES LEE ZERBY AND CYNTHIA L. ZERBY R. 64 5 E., W.M. ,_: ,_: "' "' 0 ... z Vl N ;:::, N -- w w "' "' S\'( 142ND AVE I SE i-: "' i:!: "' N u.J "' VICINI TY MAP N.T.S. cl 'f-J, ~gp':-,,-,----------------··-·-··-······ -r :::; ··UfJNEY BROOKE DIV. 3 <ii .¥' ll · 36 -~-' rfbL. 227, PG. ii ~) z:;~\ , f@UND 4"X4" CONC. MONUMENT IN CASE l.}},W/ .1 3/4" BRASS DJSC ANO PUNCH ,;,L_s_l~'Z555 SOUTH 0.11' AND EAST 0.19' OF, CULATI:O POSITION (~.1 -06) 0/ "Y lg;t,;~;___:__ _____ ,-............... _ .. ,, PL NE FOUND 5/8" REBAR "B.R.&H" #6434 SOUTH 0.43' ANO EAST 0.30' OF CALCULATED POSITION (3-17-06) ci 'in FOUND 4"X4" CONC. MONUMENT IN CASE W/ 1 3/4" BRASS DISC AND PUNCH LS#37555 SOUTH 0.12' AND EAST 0.09' or CALCULATED POSITION (3-17-06) FOUND 1 1/2" BRASS SURFACE MONUMENT W/ PUNCH. (3-27-06) FOUND J" BRASS SURFACE MONUMENT W/ PUNCH STAMPED 10/15. (3-27-06) ..J a. :,: "' "' uJ z 1481h AVE SE Scale 1 " 50' ~z t. l 7 ,.1 () :I ... .. u.J z MERIDIAN ,_: PLAT or MORGAN PLACE VOLUME 205, PAGE 70 a [ w V\ :z in RECORDS OF KING COUNTY, WASHINGTON. CONTOUR INTERVAL = 2' :,: .. ~ OATUM: NAVO BB ·- COVENA~!TS. CONOITIONS & RESTRICTIONS OF RECORO: I, SUBJECT TO AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: FOR INGRESS AND EGRESS FOR ROAD AS RECORDED UNDER RECORDING NO. 4984641 2. SUBJECf TO AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: FOil INGRESS AND EGRESS FOR ROAD AS RECORDED UNDER RECORDING ND. 5715752 3. SUBJECf TO AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED fHEREIN: FOR UTILITIES AS RECORDED UNDER RECORDING NO. 8711230476 4. SUBJECT TO AN EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: FOR ELECTRIC LINES AND APPURTENANCES AS RECORDED UNDER RECORDING NO. 347794. (NOT PLOTTED HEREON) 5. SUBJECT TO AN INSTRUMENT GRANTING THE RIGHT TO ENfER PREMISES TO MAKE REPAIRS AND TH[ RIGHT ro cur BRUSH AND TREES FOR EL[CfRIC fRANSMISSlON LINE, AS RECORDED UNDER RECORDING NO. 2990202 DOCUMENT IS ILLEGIBLE AND CAN NOT BE PLOTTED. I ECAJ Pf5CBlfDPN PRUMMER THE SOUfH 165 FEET OF /HE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUART(R OF SECTION 10, !fOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON EXCEPT THE WEST 30 FEE[ THEREOF CONVEYED TO KING COUNTY FOR ROAD BY INSTRUMENT RECORDED UNDER RECORDING NUMBEI/ 347794, IN KING COUNTY, WASHINGfON. GUSTIN THE WEST 180 FEET OF THE NORTH 102 FEET OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST OUARTERIOF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M .. IN KING COUNTY WASHINGTON EXCEPT THE WEST 30 FEEf FOR ROAD AS CONVEYED TO KING COUNTY UNDER RECORDING NUMBER 3076763. ZERBY THE WEST 300 FEET OF T~E NORTH 132 FEET OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUfHEAST QUARTER!OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON 1 EXCEPT THE WEST 180 FEb ANO TH[ NORTH 102 FEET THEREOF; ALSO EXCEPT THE WEST ~D FEET FOR ROAD AS CONVEYED TO KING COUNTY UNDER RECORDING NUMBER 3076763. ' WATERS BEGINNING AT THE NORTHr,f:ST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF fHE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST,W.M .. IN KING COUNTY, WASHINQTON: THENCE SOUTHERLY ALONG THE EAST LINE 270 FEET; THENCE WESTERLY IN A STRAIGHT LINE TO A POINf ON THE WEST LINE or SAID SUBDIVISION 300 FEET SOUTHERLY OF THE NORTHWEST CORNER or SAID SUBOIVl!jON; THENCE NORTHERLY ALONG SAID W[Sf LINE 168 FEET; THENCE EASTERLY 300 FEET PARALLEL TO PARALLEL TD TH[ NORTH LINE OF SAID SUBDIVISION: THENCE NORTHERLY 132 FEET, PARALLEL TO THE WEST L[NE OF SAID SUBDIVISION TO THE NORTH LINE OF SAID SUBDIVISION; THENCE [ASTERL Y TO THE POINT OF BEGINNING EXCEPT THE WEST 30 FEEr CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 3076763. MOORE THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER or TH[ SOUTHEAST QUARTER DF SECTION 10, TOWNSHIP 23; NORTH, RANGE 5 EAST W.M .. IN KING COUNTY, WASHINGTON, L YlNG SOUTHERLY or A LINE RUNNING FROM A JOINT 270 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SUBDIVISION: ( EXCEPT THE SOUTH 300 F1EET OF THE WEST 180 FEET THEREOF; ANO EXCEPT THE WEST 30 FEET COliYl;;YED TO KIN(; COUNTY FOR RO~D PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 3076763; lll'll:WaQPMENf PLAN EXCEP'I THAT PORTION SE:r FORTH IN JUDGEMENT ENTERED MARCH 19, 1992 UNDER KING COUNTY SUPEffi&RY OF RENTONNJNG COURT CAUSE NUMBER 90-2-00038-9. I THE NOIHH 1/3 OF THE ~ORTH 220 FEET OF THE SOUTH 300 FEET OF THE WEST 180 FEET OF SOUTHEAST QUARTER OF TH[ NPORTHWEST QUARTER OF TH[ SE QUARTER LESS COUNTY ROAD. fHE NOV D 2 2006 RECEIVED N (Xl • r--0 u ~ 0 <O 0 rf.J CX) I (j) (D VJ ;...... (Xl VJ 0 <( .... ~ >. 3:: ~ 1) LO > N w .... ~ ;...... _J '-" :::i _J U'"l X > ii ~ '"d z crj § 0 0 "' s LO .....1 0 "' 3: I -......-< . ,...... ro • (D 0) d i::: OJ 0 N ..... 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