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Home My WebLink AboutLarge FormatT " I, I 1 D I E i !, "' al Ii 81 l ' \ GAS-·-\- '\ \, GAS----- \ ··------------ t;f}_.l§,~ RIM= 98.04 !E 12."CPP IN N.c::.rJIJ.19' 1c 12"'crJNc our SE.=!Jo.11-' \ CB 7840 72' rYP£-II R{M = 98.52' --A-.\\ fit 12"CONC IN N.=90.87' ,, .. !£ 12"CONC !N S.-"90.57' , \ /£ 12'"COHC our W,""90.57' _,\ , ? 21' STAND PIPE: \ 10P 94.47' / BOTroM (J!).8.2' lrG,HF-: \----\ \ \ \ \ \ \ 40 0 ~r---· -· 20 40 80 L __ _ I ----------j r------------1 I I _/ \ l ____ _ m ' m ~ 0 z DRAINAGE FROM PROPOSED_SHARED DRIVEWAY SHALL CONTINUE TO DRAIN Vlf, GUTIER FLOW TO EXISTING CATCH BASIN LOCATED BETWEEN 607 AND 613 S.3~ND PL. EXISTING GROUND@ , -r---- [ w w (_) i:: :'i ~I n.. _,O -------- ' i ~ I FINltHED GR[UND@-:1 1-· --- ~"-------i----·--···--··+-------·-··-- \j! I :JI __ /:: ________ _ __ rl, _____ --------+---! ------ a. i I T180 +175 1170 I t165 f160 I --+--------ir·--------+-- 0+50 1+00 1+50 0+00 ACCESS WEs-r [SCALE: 1" = I__ 1"= ' 40' HORIZ.1 10' VERT. J I I z 0 ~ ill _J ill --- --- 'i. ! l-------"12:· _'_-8-,::: __ +,-_8'_ 12' ___ _ 0 't Q_ ' ~ ,_ "~t-s< / \ I ~---~-I ,S,s,, -'-;,\~ '~, 1 /2"-" \ \\ \ 4" MIN COMPT DtP !H HMA CLASS /, \ \ 2" MIN. COMP/. DEPTH GHUSJIED SURFACING TOP COU/6£ '\ ~ 4" AHN. COMPT DEPT!! CRUSflED SURFACING BASE COURSE GRAVEL DASL (CLASS "B") MAY BE REOUll?ED Pt_ND1NG SOIL CONDITIONS ACCESS ROAD...S.ECTION __ _ NOT TO SCALE 30 • 29 -----'\- • • • is • ~ + > • + . • / J Know what's below. _I --------------- z 0 U) ~ ------------- g<J <J <J <J <I <J <J <J <J <J <J lJ.J -.I Li: 0 0:: Q a :z: <::( I-:z: <::( <::( -.I ct ~ lJ.J 0:: ~ <:( ~~ -~ ~ ::J a~ QQ :z: <::( ~ :z: -a ~ ~ (..) -.I -.I (/)~ ~ :z: -a -.I 0 l: a ~ C: <I) E <I) OJ cu C cu ~ t5 <I) ·e 0.. OJ C ·c al C ·5, C UJ OJ C ·c C cu 0.. <C C u _J _J -C <I) E 0. 0 g; <I) 0 'O C cu _J ! (/) Q d ::s.i 0:: I- ).. 0 (Q LI.I -J ~ .... ~ -a '"" ,,_ ~ ~ (Cj c:, "" (") STAMP NOT VALID UNLESS SIGNED ANO DATED z 0 f- CJ z I (/) ~ z 0 f-z w Cl:'. LL 0 >-1- u JOB NUMBERRADX-00 1 SHEET NUMBER ii Ill=""""'===_..__-==='""'-=--=-"'--.......... -=-""'~._........--==""""'="""'--............ __ -............. _ ............ _ ==-= .... =~'=""'___..........._ ............. _ ........... _ -_ ..................... _ .......... __ ===="""=-'-_...........--=---=-"""'-......... """"'""""="'=="'-=-=====~""""""""~ Call before you dig. 2 OF 4 ,. r ' GAS ---GAS --"' "'· ::0 7tUO '12" T'JF£-iJ w;t:;.· MW: - E' 1:J"o:tiC !ti M.""1,UJ.87' f: 12"tXNt; if.I 5._,,fW.J:Jl' E 1:roow: oor ~,,,;;IQ.51' 21" ::;(.wt) PH ,r,p %41'/ SOm:M i!!MJi.' '1~G>l7E' \ LEGEND I---------------------..,.-~---------·---··"'''' PROPOSED STORM DRAINAGE -----------------------------------, --•~====== STORM DRAIN PIPE ROOF AND FOOTING DRAIN -·-------BOUNDARY ---LOT LINE ---RIGHT-OF-WAY ======== GUTTER, FLOW, & CURB LINE ----CENTER LINE -----------EASEMENT --------BUILDING SETBACK LINE (BSBL) SWALE OR DITCH --X--X--X-FENCE --------10'CONTOURS ---------2' CONTOURS rz::z::z-r,,..., __ _,._= RETAINING WALL C.LLCCCCU ROCKERY -O[ID{JCKlfl[l{:-1\J-KEYSTONE WALL GUARDRAIL AREA TO I t. BE CLEARED ij!~,tffi¥f1ft!,M TW BW (MEG) FG BARRICADE CLEARING LIMITS TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION MATCH EXISTING GRADE FINISHED GRADE ----------------SAW CUT LINE g CATCH BASIN, TYPE I WITH VANED GRATE II CATCH BASIN, TYPE I WITH SOLID COVER (0 CATCH BASIN, TYPE II WITH VANED GRATE ~) CATCH BASIN, TYPE II WITH SOLID COVER • CLEANOUT 0 YARD DRAIN '* OVERFLOW STRUCTURE -MAILBOX _._ SIGN ASPHALT PAVEMENT !;?~) Lz:'.::C EXISTING PAVEMENT D GRAVEL Cd CONCRETE 01 RIPRAP ....................... _______________________ --! PROPOSED SANITARY SEWER AND WATER -------.................. ------ --=~=~:-:::c:-.:.c.:::..=;;= SEWER MAIN -------SEWER FORCE MAIN SEWER SERVICE --------WATER MAIN -· -------WATER SERVICE fli TEE (FL) T TEE (FLxMJ) 1----{ 11114' BEND (MJ) y-{ 22 112' BEND (MJ) ,..-i: 45" BEND (MJJ ,r;{ 90" BEND (MJ) ..c REDUCER ~ CONCRETE BLOCKING I [ ADAPTOR (FLxMJ) CAP (MJ) • SEWER MANHOLE • CLEANOUT .'l WATER METER ..,.. FIRE HYDRANT J( AIRNAC RELEASE VALVE ... BLOW OFF K GATE VALVE (FLxMJ) H GATE VALVE (FL) IIK TAPPING TEE ; SEC. 30, TWP. 23N, RGE. 5E W.M. DRAINAGE FROM PROPOSED SHARED DRIVEWAY SHALL CONTINUE TO DRAIN VIA GUTTER FLOW TO EXISTING CATCH BASIN LOCATED BETWEEN 607 AND613 S.32ND PL. _____ / I 50 0 25 50 100 1"~ ---J __ :---j 1''=50' SURVEY LEGEND SYMBOL LEGEND + ...... ~ ~ • 0 [Z_] [ip' _I e E--- D • SYL FVC ElF'lC v:-1,1c Hwrw: SECTION CORNER QUArHER CORNER FOUND PK/_\!AG i1J\IL SET BlNCHMARK FQUNO MONUMENT IN CASE FCUND REBAR 1\ND CAP AS NOl!:.IJ f-'OWt_"R 1RANSFORMER POWER I/AULT POWER METER GUY ANCHCR STREET LIGHT GAS M[TER CABLE rv KISER TELECOMMUNICA l!ONS RISrn POWER POLE W/ fRANSFORMER POWER PUl.[ W/ UNDERCROUND CONDUIT ROCKERY SAl'llTARY SE'NER MAN~·UU.- YAf<:0 l).~AIN CULVERT WETLAND FLAG SIGN SINGLE YELLOW LINE FAC[ OF VER-IICAL ClJl~B lJOARD FENCE VINYL BUAr!O FENCE HOGWlRE FE'-JCE LINE LEGEND ._.,, _________ ss ·-- ---··-SD---- [)I rcH LINE SANITARY scwrn LIN[ STORM DRAIN LINE OVERI IEAD POWER LINE ------··· OT----·-· OVERHEAD rl:-.:..t:.COMMIJNICA 'IONS LINE OVERHl:AD POWER AND TELECOMMUNICATIONS ----GAS ------GAS uNE Pm PSE ASD:JIL TS X-X------X-----CHAl~J LlNK FENCC LINC: -X ·----X --·:< ----WOOD r'lNC'.: LINC ---------+------------WIRE FENCE LINE ~ EXISTING RETAINING W/\c_L HATCH LEGEND G--.. ---3, CONCHE:. rE 0 • P/IViNG --~·-[,,1//2] l:.:_· V V 'I ["'~~:]" ... ~...:..,;' TREE LEGEND 8U;LD1NGS CRAVEL SURFACE (.\ 1:e:_'·1\ r\LDER '-,./ ;fcor CUl J"O!'-;V/UOJ ;"CY C!-•ERRY .2"U DECID:.JOi.,S 7''M MAPLE 2"(:A OREGGN AS"l ASP!IALT ,DA I/INC WETLANDS 30 ?: \, " ~ ~ " '"' \ ) ------ VICINITY MAP NO SCALE GENERAL INFORMATION: DEVELOPER: ENGINEER: SURVEYOR: TAX PARCEL No. ZONING: SITE AREA: LOTS PROPOSED: DENSITY: LOT AREAS: TRACT A: DISTURBED AREA: APPROXIMATE EARTHWORK: FILL SOURCE: DISPOSAL SOURCE: LEGAL DESCRIPTION RAD HOLDINGS, LLC 1040 WEST LAKE SAMMAMISH PARKWAY SE BELLEVUE, WASHINGTON 98008 PHONE: 206-715-4559 CONTACT: RORY DEES LAND DEVELOPMENT ADVISORS, LLC 12865 SE 47TH PLACE BELLEVUE, WASHINGTON 98006 PHONE: 425-466-5203 CONTACT: JON W. NELSON, P.E. AXIS LAND SURVEYING 13005 NE 126TH PLACE KIRKLAND, WA 98034-7723 PHONE: 425-823-5700 CONTACT: MITCH EVANS, PLS 3023059028 R-8 2.29ACRES 2 0.96 DU'S/AC LOT 1: 41,970 SF; LOT 2: 40,200 SF 17,824SF 0.07 ACRES (INCLUDES ON AND OFFSITE) 30 CUBIC YARDS CUT N/A TO BE DETERMINED THAT PORTION OF THE NORTH 100 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH IS NORTH 89°33'31" WEST 1000 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE SOUTH 1'52'12" WEST TO THE SOUTH LINE OF SAID NORTH 100 FEET AND THE TERMINUS OF SAID LINE; TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 12 FEET OF THE NORTH 106 FEET OF THE WEST 275 FEET OF THAT PORTION OF SAID SUBDIVISION LYING EAST OF THE KENT-RENTION ROAD, COUNTY ROAD NO. 80; EXCEPT PORTION LYING WITHIN THE ABOVE DESCRIBED MAIN TRACT. DATUM NAVO '88 SHEET INDEX: 1 2 3 4 COVERSHEET GRADING AND DRAINAGE PLAN AND PROFILE SANITARY SEWER AND WATER PLAN AND PROFILE TREE CUTIING/LAND CLEARING PLAN Know wl!al's below. Call before you dig. i" ~ ~ ~ 0 ~ ~ z ~ ~ 0 9 U) m ~ > I ~ w 3 "' ~ w ~ ~ !;,: 0 § g~ ~ <] <] <] <] <] <] <] <] <] 0.. Lu ::, 0 ci er:: 6-G z "' G ~ iii UJ 0 s: 6 ...., a' w \1 :i: :,, 0 t; w z w CJ , ~ 0 m " 0.. ...., 0 ~ ...., -C Q) E Q) CJ) ro C ro ~ t5 Q) ·a ~ a.. CJ) C ·;:: Q) Q) C ·a, C w CJ) C C C ro a.. 0 ~ " () _J _J i ...., -C Q) E 0. 0 Q) > Q) 0 "O C ro _J 0 w "' () w I () ... -c:, "' :,: w :5 :, ...., 0 STAMP NOT VALID UNLESS SIGNED AND DATED z 0 I- C) z I (/J ~ z 0 1-z w 0::: u.. 0 ;:: () JOB NUMBERRADX-00 1 SHEET NUMBER 1 OF 4 \ ·-"r-·· GAS ---GAS ----GAS ----~, -GAS --'- • VBIT ,,fJ?.11' \ \ \ RJM = 98.52 IE 1Z"CCNC .IN N.-.,,,90.67' ![ 1.2"(,,'0NC IN S.=90.57' !£ t?"CONC our !V.=90.57' 21" STANO PIP£ TOP 94A7'/ BOTTOM 89.62' 8 .. CA1E 40 0 20 ~ I 1 "=40' I I \ 40 80 , ! SEC. 30, TWP. 23N, RGE. 5E W.M. m r m < )> -i 0 z DRAINAGE FROM PROPOSED SHARED DRIVEWAY SHALL CONTINUE TO DRAIN VII\ GUTTER FLOW TO EXISTING CATCH BASIN LOCATED BETWEEN 607 ANO 613 S.32ND PL EXISTING GROUND@ t 18 f~l--· c~~""' ""'f""·~ 17 z a:I , N 17 16 w; ~ "' I z :JI u' ---·-·i---·---·-·---- -If -··----------- ,---------------- 0+00 0+50 1+00 ACCESS WEST I SCALE: 1" = 1" = 40' HORIZ. 10' VERT. 1+50 I 180 175 170 165 160 (/) I O::'. I ' I z 0 f- <( > UJ ...J LU -----·---~-- ~--~--------- --~12.~.---------~-----~12~· 1 8' 8' 1---~--~+-----~ 4" MIN, COAfPl. DFPfH Cl?US!--IED SURFACING' BASE COURSE GRAVEL BASE (CL/ISS "B') MAY DE REQUIRED PE'NDl!')C SOIL COND/7/0NS- ~~A_CCESSROADSECDON NOT TO SCALE I I ' 30 ~- / J Know wlial's below. Call before you dig. z 0 ~ > w a: -------------~ -··--·---- w ';;: Cl g<J <J <J <J <J <J <J <J <J <J <J 0. u.i ::J 0 a.: a: g ('.) z ~ ul (J) w <'. Cl s: ~ lJ.J ...J CT: 0 0:: Q a < <:( < <:( ...J Q lJ.J (!) ~ -~ a a < <:( (!) < -a ~ (!) "' ti -w c:, '.[ "' z ffi <( 2 b b ~ f-w 0 w z lo "' ~ w ~ (9 ~ u ui 0 ui -,lo w 0 :;: O'. w -, " ,: CL -, D -, u -,,o ;;: D I-(.) ~ Cl) <:( ...J Cl ...J ...J d Q Cl} ~ >-a:: (!) I- 0:: < ).. 0 ~ -co a LU ...J ~ -...J ..... ~ 0 C\I -:r: ..... -...J --lJ.J a ~ \"'.? ec: ~ <.O Q Cl -C') 'E (l) (D (l) 00 E Cll 0 (l) a. co CJ) .c: cr, f'l Cll i'.:'. <{ C 0 ro st$ N ~ w ~ lQ t, U) (l) (D lO ? ID (l) CD © "'7° ·e co = I{) N <lJ N (L ~ [(l st CJ) C ·c: (l) (l) .e: CJ) C w u CJ) _J C _J C ~ C Cll 0 a. (/) ·;;: <C "O <{ -C Q) E C 0. 0 (l) > Q) a "O C Cll _J STAMP NOT VALID UNLESS SIGNED ANO DATED -c:, ~ Cl ui ~ ! ~I ~ w -' u: z 0 f- (9 z I (f) ~ z 0 f-z LU Ct'. u. 0 >-f- u JOB NUMElERRADX-00 1 SHEET NUMBER 2 OF 4 i-- 1 ' -GAS--- \ ' 'I N.=95.19' our SE,,,,96. 14' I I 40 0 20 ~---I -1''=40' SEC. 30, TWP. 23N, RGE. 5E W.M. I lfPIHi GAS --GAS ---""'·" \ 40 80 I J 29 \ \ I \ ~I 181 I I 175-t- ' m I r m 170-i- ~ I ' I 0 z w wr-·-·-r-~ EXISTING GROtD@ ~-I ~ ~CINl6HED GRPUND@ < I o--ii! -YI, t= ~ I :==i ~ I .,, I I _!_____ 130 LF J .. @ :::69% 1 --CON~;;-CT O EXIST I 8-INCH SS . T180 t175 I 1170 z 0 I- <( 165 > w ....J w 160 0+00 0+50 1+00 1+50 ACCESS WEST Know what's below. Call before you dig. "' li li u, ~ ··----··-·------ >-li li a, ' ' ~ ~ ~ II ~ z ~ ~ a 0 ~ [ u5 ~ ~ ~ ~ a a ~ a:'. ~ ~ ----- w ~ ~ ~ § ~ 0 ~ § g<zj <;:] <] <] <] <] <] <] <] <] <] (L u..i ::, 0 a.: ct'. ~ <D z <D u:l u5 :2: w 0 s: 6 --, LU -J Ci: 0 ci:: a.. a 2: '::( 2: :5 a.. ci:: ~ ~ a 2: '::( ci:: ~ LU Cf) >- ci:: ~ -2: ~ ii w CJ 0: z ,,. 0: " i:i ~ i:i Qi t, w w <'< I z "' :,.:J w w 12 i:i ~ ~ ~ ~ 0 "' 0 w _,' f-w 0: I ::i I"' CL --, 0 --, 0 --, 0 --, '0 (.) uj I-~ :5 -J Cl -J d a.. Cf)~ ~ a:: >-Q) I- ci:: 2: ).. 0 ~ -co a Ill ...J --J -a ~ ~ 0 C\J -J:: -a ...... u:l ...... a ~ ~ ci:: ~ cc 0 a.. ...... CV) c CJ (0 CJ 00 E cu 0 CJ 0. 00 Ol .c Ol C') cu ;!:'. <( C 0 cu 'St$ N ::;;; w -Lt? ~ (/) CJ (0 0 l{") §; (0 CJ (D Q} 1' ·o co = I.D ~ N CJ N 0. ~ IJ) 'St Ol C ·c (J) CJ C ·5, C w u Ol __J C __J ·1: if) C ~ cu 0 0. if) '> <( -0 <( ~ C Cl> E Q. C 0 ai > (J) 0 -0 C cu __J STAMP NOT VALID UNLESS SIGNED AND DATED -Q ~ aw ~I~ IIZ -1w ~JU: z 0 I- CJ z :r: (/) <( :s: z 0 I-z w O'.'. LL 0 >-I- 0 JOBNUMBERRADX-001 SHEET NUMBER 3 OF 4 ~ ~ ~ ~ " I ~ £ ,, • ) ~ rn I i I ;; i II ;; I ~! 11 ~I ll I ~ i K ____ 1 tESS cNT IMIT I 70 0 10 20 ~-=·-t.~' 1"~20· 40 I NO TREE CUTTING IS PROPOSED AS PART OF THIS DEVELOPEMENT w w w 'V w w 'V -~ 'V w v w c:i w v ,y a ...... v v 'Y w 'V v ~ w co 9 'V ~ a *---__ t. __ + w ...... a v < _______ '1.,-_ -"'- \ I (-)s"c '"-10"( I, \'~ -. .' .:~/c ,_ N•''-', - ' ' ' Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center ID,MT,ND,OR,WA CAUTION: LOC/\Tla°~QF EXISTING Ur!LITIES SHOWN ISAPPROXIM/\TEAND MAY NOT BE ACCURATE ORALLJNCLUS1VE. ff IS THE CONTRACTOR'S RESPONS1[l1Ll1YTO FIELD VERJFY LOCATION AND DEPTH OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION ~ i SURVEY NOTE: § 1 ON THESE DRAWINGS HIIS BEEN PREPARED, IN PART, BASED UPON EXISTING SURVEY FEATUR:5, BOUNDARY AND TOPOGRAPHIC DATA SHOWN ;, INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION JS .: BELIEVED TO BE RELIABLE, LAND DEVELOPMENT AOVlSOR.S CANNOT ENSURE ~ THE ACCURACY /\ND THUS IS NOT RESPONSIBt.fa fOR THE ACCURACY OF ~ z a 0 ~ in [ > h w 3 "' ~ w ~ ~ ~ 0 ~ g<,J <] <] <] <] <] <] <] <] <] <] (L u.i :::, 0 Cl Ct'. g (!) z (!) ~ ui w 0 s: '.2 Q 2: <( ....J a.. (.'.) 2: -0.:: w5 ....J (..) Q 2: <( ~ (.'.) 2: ~ I- ::i (..) ~ ~ "' ii -w c:, '.? "' :'i ffi' "' 0 0 (IJ ti w w ~ z "' ~ w I CD I g I~ w ~ iii 0 !;i w <{ CL -, 0 -, () -, lo '.2 0 I-(..) c,j LU :5 ....J 0 ....J s 6 a.. uf >-a:: (.'.) I-0.:: 2: >-0 ~ -m Q LU ...J -....J ~ ~ 0 ..... ('\j -:r: ..... -.,.. ....J .,.... UJ Q ~ S;2 0.:: ~ (!5 C) a.. .,.. ('<) -(l) CD C: QJ () 0 E $0 (l) (L 00 Ol s: (J) (1J -<( (Y) C: r--s 0 (1J "Sf' N 2: w -'-9 0 U) QJ CD I..() ? c.o (l) (0 0) ~ '5' CO= LO ~ N (l) N (L ~ co "Sf' Ol C: 'C: (l) (l) .s Ol C: LU () Ol -' ,!'; -' C: "' C: ~ (1J 0 (L ({) "> <C ~ -C: QJ E 0. C 0 QJ > (l) 0 "O C: (1J -' STAMP NOT VALID UNLESS SIGNED AND DATED -C) C) 23 l? w I~ LLi z g;: w ---" u: z 0 f- (.'.) z :c (f) <.( $ z 0 f-z w 0:: u. 0 >-f- () JOB NUMBERRAD X-00 1 SHEET NUMBER 4 OF 4 :CC THAT INFORMAl ION OR FOR ANY ERROR.SOR OMISSIONS WHICH MAY H/\VE $ I BEEN INCORPORATED INTO THESE DRAWINGS AS/\ RESULT ~111.... .... _. ................................................................................................................................................................................................... _ .................................................................................................................................................. ~ ................................................................................................................................................................................................................................................... ~""""""""""""'"""'""'"""""""""""""""""""""""""""""""""'"""'"""'"""""~~ .............. _ .... _ ... _ ....... , ................................ .._ (j 11 ..... . ... ~.. . -· ·~ TOPOGRA~PHIC / BOUNDARY SURVEY Axis I GRAPHIC SCALE 30' 15' 0 30' GO' l" = 30' LEGAL DESCRIPTION THAT PORTION OF THE NORTH 100 FEET OF THE NORTHEAST QUARTER OF THE SOU'IHEAST QUARTER IN SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON, LYING EAST OF THE FOLLO'MNG DESCRIBED LINE; BEGlflNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH IS NORTH 89'33' 31" WEST 1000 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE SOUTH 1·52'12" WEST TO THE SOUTH LINE OF SAID NORTH 100 FEET AND fHE TERMINUS OF SAID LINE; TOGE fHER WITH AN EASEMENT FOR ROADWAY OYER THE SOUTH 12 FEET OF THE NORTH 106 FEET OF THE WEST 275 FEET OF THAT PORTION OF SAID SUBDIVISION LYING EAST OF THE KENT-REMTION ROAD, COUNTY ROAD NO. 80; EXCEPT PORTION LYING WITHIN THE ABOVE DESCRIBED MAIN TRACT. DATUM/BASIS OF BEARINGS HELD NORTH 01 '52'08" EAST BETWEEN EAST LINE OF THE SOUTHEAST SECTION CORNER OF SECTION 30, TOWNSHIP 23, RANGE 5 EAST. WGS SURVEY DATA WAREHOUSE DESIGNATION: 3795 CONCRETE MONUMENT Y!TH BRASS CAP (OBLITERATED). WGS SURVEY DATA WAREHOUSE DESIGNATION: RENT1697 MONUMENT IN CASE. (PER R2) ORIGINA llNG BENCHMARK WGS SURVEY DATA WAREHOUSE DESIGNATION: RENT1697 A BRASS DISC IN FLUSH WITH THE STREET SET IN CONCRETE, LOCATED NEAR THE INTERSECTION OF S. 27TH PL. AND TALBOT ROAD S. VERTICAL DA lUM: NA VD '88 ELEVATION: 104.61' lEMPORARY BENCHMARK: 0, TBM-A: SET REBAR & CAP ±14.7' NORTHEASTERLY OF YARD DRAIN AND ±9.0' NORTH OF HOGWIRE FENCE. ELEVATION: 174.04' ~ TBM-B: SET REBAR & CAP ±4.6' NORTH OF GRAVEL DRIVEWAY AND ±60.6' WESTERLY OF BOARD FENCE. ELEVATION: 160.18' REFERENCES R1. CHICAGO TITLE STATUTORY WARRANTY DEED REF. # 1355466-4, RECORDED 20130621002265. R2. Y!NSPEAR Dl'~SION I PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 198903141032 VOL. 144/PG. 92-94. R3. CHOW SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 20020520900001 VOL. 152/PGS. 125 -125A. R4. CHOW RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NUMBER 199810209011 VOL. 125/PG 79. R5. VICTORIA PARK NO. 4 PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 197903160661 VOL. 109/PG. 95-97. R6. riECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NUMBER 9206239007 VOL. 87 /PG. 225. R7. BILL DUNN SHORT PLAT UNDER KING COUNTY RECORDING NUMBER 7908239009 VOL. 20/PG. 09. NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL. POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON FIELD LOCATION OF THE SURUICE EVIDENCE OF EXISTING STRUCTURES. UNDERGROUND UTILITY LOCATION SERVICES WERE NOT PROVIDED FOR THIS TOPOGRAPHY SURVEY AND THE UNDERGROUND ROUTING OF REPORTED BURIED UTILITIES HAS NOT BEEN VERIFIED OR CONFIRMED WITH THE UTILITY PURVEYOR. ADDITIONAL UTILITY LOCATIONS ANO UNDERGROUND UTILITY LOCArlON PAINT MAPPING WILL BE REQUIRED PRIOR TO ANY CONSTRUCTION. REV# DESCRIPTION OF REVISION DATE \ \ CB 7610 RIM = 98.94' IE 12"CONC IN E.=93.21' IE 12"CP OUT N.=93.39' (OUT IS HIGHER) FOUND PUNCH IN 1-1 /2" BRASS DISC IN CONC. DOWN 0.45' IN CASE (7 /13) SCHEDULE B PER CHICAGO TITLE COMPANY IHLE REFERENCE NUMBER: 1355466. DATED JUNE 21, 2013 AT 4: 08 PM. CD @ EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR THE PURPOSE OF A ROADWAY AFFECTING THE SOUTHERLY 6 FEET OF SAID PREMISES, AND OTHER PROPERTY, DATED MARCH 22, 1947. RECORDED UNDER RECORDING #3669076. (PLOTTED) EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER & LIGHT COMPANY FOR THE PURPOSE OF AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM, DATED JULY 11, 1952. RECORDED UNDER RECORDING #4244147 (NOT PLOTTABLE)(AS STAKED) EASEMENT AND THE TERMS AND CONDITIONS THEREOF FOR THE PURPOSE OF A ROADWAY AFFECTING THE SOUTH 20 FEET, DATED MARCH 3, 1964. RECORDED UNDER RECORDING #5705702. (PLOTTED) EASEMENT AND THE TERM1; AND CONDITIONS THEREOF GRANTED TO WASHINGTON NATURAL GAS FOR THE PURPOSE OF GAS PIPELINES DATED JANUARY 4, 1991. RECORDED UNDER RECORDING #9101040242. (PLOTTED) EASEMENT AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER & LIGHT COMPANY FOR THE PURPOSE OF AN ELECTRIC LINE AND ALL NECESSARY APPURTENANCES, DATED NOVEMBER 27, 1963. RECORDED UNDER RECORDING #5669641. (NOT PLOTTABLE)(AS STAKED) 6-9. PERTAINS TO GENERAL TAXES, SPECIAL TAXES, CHARGES AS WELL AS TERMS AND CONDITIONS. SYMBOL LEGEND + SECTION CORNER [:::c()c:::J QUARTER CORNER l& FOUND PK/MAG NAIL ~ SET BENCHMARK EB FOUND MONUMENT IN CASE 0 FOUND REBAR AND CAP AS NOTED lliJ POWER TRANSFORMER [EJ POWER VAULT e POWER METER E---GUY ANCHOR ¢--y STREET LIGHT [QI GAS METER a CABLE TV RISER 0 TELECOMMUNICATIONS RISER -0-PO'MER POLE W / TRANSFORMER -0-PO'MER POLE W/ UNDERGROUND CONDUIT ccco ROCKERY 0 SANITARY SEWER MANHOLE D YARD DRAIN LIN.E LEGEND < CULVERT --D--- F" WETLAND FLAG -----SS----- -----SD----- .J:l. SIGN --OP--- SYL SINGLE YELLOW LINE ----OT----OT- OP-OT--- FVC FACE OF VERTICAL CURB -----G----- BFNC BOARD FENCE -i--x--x--x- VFNC VINYL BOARD FENCE []I----- HWFNC HOGWIRE FENCE BY #1 #2 ADDITIONAL TOPOGRAPHY -ON TALBOT S. (STORM DRAINAGE) 11 /26/13 ERM ----------+-----f---l UPDATED TO 2 SHEET 22"X34" 7 /23/14 JM #4 #5 #6 #7 \ CB 7608 RIM = 99.15' IE 12"CONC IN N.=94.39' IE 12"CONC IN E.=94.23' IE 12"CONC OUT W.=94.15' 1.2"CONC CULVERT IE E. END=94.88' N89'38'39"W (R2) N89"40'03"W (CALC) 2665.30' 1665.30' 12"CONC CULVERT IE N. END=96.45' IE S. END=96.BI' 8"CMP. CULl/lcRT IE N. END=9tl.OO' IE S. END=9;i.28' ' ,,<:• ' \ 9;_i FOUND PK NAIL & WASHER \ '." , "LS DRYCO" (7 /13) ~ • " SSMH 7577 /?· , RIM "' 100.66' ' IE 6"F'VC IN SE=89.05' )E 8"PVC IN N.=89.42' IE 8"1'VC OUT W.=89.42' \ \ \ \ CB 7660 48" T-11 RIM = 97.94' IE 21"CONC IN E.=87.11' IE 12"CONC IN S.=93.59' IE 21"CONC OUT W.=86.95' CB 7665 T-11 RIM = 88.75' IE 21 "CONC IN E.=83.33' IE 21"CONC OUT W.=83.13' DITCH LINE SANITARY SEWER LINE STORM DRAIN LINE OVERHEAD POWER LINE SD OVERHEAD TELECOMMUNICATIONS LINE OVERHEAD POWER AND TELECOMMUNICATIONS GAS LINE PER PSE ASBUILTS CHAIN LINK FENCE LINE WOOD FENCE LINE WIRE FENCE LINE EXISTING RETAINING WALL TPN n II ,,. \ \ "\ .._() \ z CB 7632 , 00 RIM = 98.04 \ ' ' IE 12"CPP IN N.=96.19' ,, ,)E 12"CONC OUT SE.=96.14' ,0""·~ \ CB 7640 72" TYPE-II RIM = 98.52' \;l --------\ HATCH LEGEND IE 12"CONC IN N.=90.67' IE 12"CONC IN S.=90.57' IE 12"CONC OUT W.=90.57' 21" STAND PIPE TOP 94.47'/ BOTTOM 89.62' 8"GATE \__ '8 \ CONCRETE PAVING ASPHALT PAVING vuu)u ") L(('(((/(('"j BUILDINGS TREE LEGEND GRAVEL SURf'ACE X-12"C CEDAR "ff\ 12"F FIR 0 12"M' ' ,J 12"M' CLUSTER -,9' 12"M' Ll\ STUMP SURVEY FOR ('.\ 12"A \ ... ./ 12"COT 12"CY 12"D 12"M 12"0 ALDER COTTONWOOD CHERRY DECIDUOUS MAPLE OREGON ASH 3()23059028 WETLANDS RORY DEES RAD HOLDINGS, LLC ,;25216TrHAVE.SE. llELLEVUE, WA 98006 ©J ~= N89'41 010"0A ; \ \ .. ' " NE 1/4, SE 1/4, SEC.30, TWP.23N., RGE.SE., W.M. CITY OF RENTON, KING COUNTY, vVASHINGTON www.axismap.com Jlxis JOB NO. DATE 13-138 8/28/13 Survey & Mapping DRAWN BY CHECKED BY 13005 NE 126th PL ERM MTSE KIRKLAND, WA 98034 TEL. 425.823-5700 SCALE SHEET FAX 425.823-6700 l" = 30' 1 OF 2 \/ TOPOGRf\.PHIC / BOUNDARY SURVEY FOUND 3/8~~R:S::~NST. -1 FOUND PUNCH IN 1/2" BR;SS- 4"x4" CONG. MON DOWN ~ PIN IN 4"x4" CONG. MON S. 31ST ST. --·--- 0.4' IN CASE. (7 /13) DOWN 0.6' IN CASE. (7 /13) 1ffpi[NJ:®®®®~~ ©~~© & CAP (~/13) FNC. 2.4'N ...... OF LINE FNC. 0.5'N (0 '\ -·-· ...... OF LINE;•' FOUND 1/2" REBAR & CAP (SMASHED) 0.1'N. & 0.l'W. (8/13) ..... n1c. o.1'NI FNC. FNC. 0.5'S 0.7'N ~:;oA 12 .. 0 A OF LINE OF LIN/]]. lO"OA ·"8;0A ., .... / OF LINE, 6"0A lO"OA [ ' .. ; 6 OA .. .. .. ._, :r 6"0A 12 OA "' ~-. v1 ..... >-. '"' -·= FNC. 0.7'N OF LINE ±30" STUMP t: ··-·~- Nas·40'03"w ·~ -~ .. _.! ', 8"0A . {;· + ' C't ·> J · S"OA lO"OA -lO"OA -,J '-..,r<•" '-.:;,' lO"OA' \ 8"0A B"OA 68 ::o0 AA 12"0A 12 .. 0A 12"0A c 1 Q"OA , \ j 0 .0 FOUND 1 /2" REBAR & CAP - ILLEGIBLE 0.4'N. & 0.1 'E, (8/13) YARD DRAIN RIM = 173.54 IE 4"FLEX OUT W.=172.69' 6'BFNC :Y(§) 0'\~/ ii\ Y<';:,"> ,;,~ 1 o"oA'--+-:\'1 ·,:.. \ '...., 8"0A ' ' BIG f\OCK I -"'-,".'\?-' \ / (' \ ,0 ,,,Jl Q"OA '' $-' j X-;,, \ .. ")1o"OA i I 4'HWFNC ON , '-! I ,, T-BAR POSTS :,0 ' ·-., ',.,, FOUND BARE.... FNC. 0.1'S / I FOUND BARE 1/2" ,0qFOUND 1/2" REBAR & FOUND 1/2" REBAR & ~ ' 1/2" REBAR -.... FNC. o.2·s~;'F LINE ;~, \ .IFNC. 0.7's REBAR & CAP 0.3'W. CAP "LS15661-ESM" FNC. 0.3'S CAP "LS15661-ESM" \ J' NO CAP 0,2 'N, OF LINE,,!' ,~ + DECK .. OF LINE . (8/13) ' ' ) OF LINE ' 2'E (8/13) & O.l'W. (8/13) , .... , 1 I 0.9 N. & 0.2 W. (8/13 ~ 0.1 S. & 0. . '' ' ' h h h ,. . '' ., i "'//> 7 J@A "'~" '. ;,a' Ii ~ 7/1(.,6, "IJ;;;o/o) j ~ ' 'c@<?: W'1Z Wq) ( " ' ~A r&k. "@l , @ '2l "- SJ ~o$.' -@'~ ~~~Y[~ ~;~~ .. 1i BUILDING "@@s, q!i'l @i!li' : , l ""1 """'f@ ~@ '?@~ ~ ' ~~ · i (I.Fu w~~w L,;" l~~( i iw'@ \ \ -· .., "' l LAWN I I ' ' '\t;.. +' 12"PLUM / 12" CMP CULVERT E SE. END=199.25' W/ TRASH RACK + ' " " ,, " " w " " " •v " " " " ., " " ACA1 \ \ ~-/ -------- FOUND 1-5/8" BRASS ~-SC~ IN 4"x4" CONC. MON DOWN_/ - 0.45' IN CASE. (7 /13) §.]2ND PL. --- I '\ Dli!l®/5i15(0Jli!J~@ I Cl) I ~ p;;i ~ I I ii I I I I (/j I I + " " " " " " V " ,, V " + " J.O " " " ., + " ., " ., I l 19 20 REV# DESCRIPTION OF REVISION DATE BY ------·-·+--------·---------------f-------1----l # 1 ADDITIONAL TOPOGRAPHY -ON TALBOT S. (STORM DRAINAGE) 11/26/13 ERM #2 UPDATED TO 2 SHEET 22"X34" 7/23/14 JM #4 #5 #6 #7 TPN II II S1URVEY FOR 3023059028 RORY DEES RAD HOLDINGS, LLC 6252 167TH AVE. SE. BELLEVUE, WA 98006 GRAPHIC SCALE 30' 15' 0 30' 60' l" = 30' 1Jlll"11 :®®®®~u @~[;]J@ SECTION CORNER NOT FOUND, OBLITERATED. PLACED PER WGS #3795 [ 129 \ ':q- 0 \ ci 0 ~ / / / NE 1/4, SE 1/4, SEC.30, TWP.23N., RGE.5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON www.axismap.com @l Axis JOB NO. DATE 13-138 8/28/13 Survey & Mapping DRAWN BY CHECKED BY G:)= ER!V1 MTSE 13005 NE 126th PL KIRKL>\ND, WA 98034 SCALE SHEET TEL 425.823 .. 5700 FAX 425.823-6700 l" = 30' 2 OF 2 t1i· !1 c2 i ,, ~I I % ~ .; ~ 1: ' 2 i o, g' tl=SS cNT IMIT 20 CJ I I 10 w---I 1 "=20' )0 I 4-0 j NO TREE CUTTING IS PROPOSED AS PART OF THIS DEVELOPEMENT \ \ i f I X 11 I 1 \ '· --~ v w 'V 'V 'V 0 'V •v v 'V v w 'V v v w v w w w 'V w w 'V 'V w w + + + +_ _.i'.__ _w 'V w ·rf -., 30 'V 29 ,y w 'V . ~ w c:i ,y C) .... v ,j., + w w 'V kW w co s::> w ' f;:1 I o w .... w ~ x--~-"-_,_ \ \ -12 "ii \ I 2 "ii \ \ ' ' ' \ ,i'' -~:· ~ Ca{2Worki~g Days Before You Dig 1-800-424-5555 Utilities Underground Location Center ID,MT,ND,OR,WA CAUTION: i W=N= '; EXISTJNG SURVEY FEATURES, BOUNDARY AND TOPOGRAPHIC DATA SHOWN E ON THESE DHAWINGS HAS BEEN PREPARED, IN PART, BASED UPON 'iJ INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS WCATIQNQ_f'_ EXJST!NG UT!UTIES SHOWN IS APPROXIMATE AND MAY NO r BE AC CURA TE OH ALL INCLUSIVE. If IS THE CO~lTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION /\ND DEPTH OF UTILITIES PR!OR TO PROCEEDING WITH CONSTRUCTION. ---------------- ~ l i z 2 Q@ <J) Q -~ CD 9 "' ~ w ~ ~ ~ D ~ --- 1<zl <] <] <] <] <] <] <] <] <] <] 0. uj ::, 0 Cl a:: ~ (9 z Q ~ (/) w 0 s: ~ --, < <( .....J Q t) < -a:: ~ .....J (.) a < ~ c., < j::: I- :::) (.) lJ.J lJ.J ~ "' ffi -Q "' I fl'] :, ci ci ~ f-w w &l z "' ~ Cl ci ~ ~ ii, ~ ~ &l w w ;/ :c ~ ~ [L --, 0 --, () --, () I-(.) (/) ! <( .....J a .....J .....J c3 Q >--uf ~ a:: t) I-a:: < ).. 0 ~ -0) a LU -.I -.....J -a ~ ~ 0 C\J -:c: ..... --r.d .... a ~ ~ a:: ~ (C) Cl Q .... C") -Q) <O C Q) ()0 E ro o Q) 0.. co OJ .c 0) ro -<( (') C r--s 0 ro 'SI' N ~ w ~ Li? -(/) Q) <O () LO ~ <O Q) c.o (J) "r ·o co= lD ~ N Gl N 0.. ~ co 'SI' OJ C ·c Q) Q) C ·5, C w u OJ _J C _J C i C ro 0 0.. U) ·;;; <( ~ C: Q) E 0. C 0 Q) > Q) 0 "O C ro _J STAMP NOT VALID UNLESS SIGNED AND DATED -Q ~ Cl ~ UJ "' -I <( z Lu e: :':I u: z 0 f- <.9 z I (f) <( s z 0 f-z w 0:: u. 0 >-f- () JOB NUMBERRAD X-00 1 SHEET NUMBER 8 BELIEVED ,o SE RELIASCe, lAND DEVELOPMEN' AOV,SORS CA"'O' E"5URE ~ THE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF u I THAT INFORMATION OR FOR ANY ERRORS OR OMISSJONS WHICH MAY HAVE l~I L ........................................ --........... __ ... __ ... _ ... _ ... _ ......................... """' ......................................................................................................... _ __...~..__ .. _-.......... --....... -....................... ,~..__""_ .. __ ......................................... """' ................................................ """' ............................................................. """" ..... """' .................... """" ..... """' ................. """' ............................... """' ........................................................................................................... """' ...... ~";'N:.:";co;R;,o:RA;,E:o;~~.~::;o.::·f:;,:~_s;E;OAA;:w;,N:;,;G';.;-A;'A;.;R~es;"'~T, ..................... ~ ...... """"' ........... """'""""' ...... """"' .......................... -J 4 OF 4 VALLEY VUE PRELIMINARY PLAT LEGAL DESCRIPTION THAT PORTION OF THE NORTH 100 FEET OF THE NORTI-IEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH IS NORTH 89'33'31» WEST 1,000 FEET FROM THE NORTHEAST CORNER THEREOF: THENCE SOUTH 1 '52'12" WEST TO THE SOUTH LINE OF SAID NORTH 100 FEET AND THE TERMINUS OF SAID LINE; TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTI-1 12 FEET OF THE NORTH 106 FEET OF THE WEST 275 FEET OF TI-IAT PORTION OF SAID SUBDIVISION LYING EAST OF THE KENT-RENTION ROAD, COUNTY ROAD NO. 80; EXCEPT PORTION LYING WITI-IIN THE ABOVE DESCRIBED MAIN TRACT. BASIS OF BEARINGS HELD NORTH 01"52'08» EAST BETWEEN EAST LINE OF TI-IE SOUTHEAST SECTION CORNER OF SECTION 30, TOWNSHIP 23, RANGE 5 EAST. WGS SURVEY DATA WAREHOUSE DESIGNATION: 3795 CONCRETE MONUMENT WITH BRASS CAP (OBLITERATED). WGS SURVEY DATA WAREHOUSE DESIGNATION: RENT1697 MONUMENT IN CASE. (PER R2) REF'ERENCES R1. CHICAGO TITLE STATUTORY WARRANTY DEED REF. # 1355466-4, REC. 20130621002265. R2. WINSPEAR DIVISION 1 PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 198903141032 VOL 144/PG. 92-94. R3. CHOW SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 20020520900001 VOL. 152/PGS. 125 -125A. R4. CHOW RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NUMBER 199810209011 VOL. 125/PG. 79. R5. VICTORIA PARK NO. 4 PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 197903160661 VOL. 109/PG. 95-97. R6. RECORD OF SURVEY RECORDED UNDER KING COUNTY RECORDING NUMBER 9206239007 VOL. 87 /PG. 225. R7. BILL DUNN SHORT PLAT UNDER KING COUNTY REC. NUMBER 7908239009 VOL. 20/PG. 09. NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON FIELD LOCATION OF THE SURFACE EVIDENCE OF EXISTING STRUCTURES. UNDERGROUND UTlblTY LOCATION SERVICES WERE NOT PROVIDED FOR THIS TOPOGRAPHY SURVEY AND TNE UNDERGROUND ROUTING OF REPORTED BURIED UTILITIES HAS NOT BEEN VERIFIED OR CONFIRMED WITH THE UTILITY PURVEYOR. ADDITIONAL UTILITY LOCATIONS AND UNDERGROUND UTILITY LOCATION PAINT MAPPING WILL BE REQUIRED PRIOR TO ANY CONSTRUCTION. PROJECT/CONTACT INFORMATION DEVELOPER: RAD HOLDINGS, LLC 6252 167TH AVE SE BELLEVUE, WASHINGTON 98006 PHONE: (206) 715-4559 CONTACT: RORY DEES ENGINEER: LAND DEVELOPMENT ADVISORS, LLC 12865 SE 47TH PLACE BELLEVUE, WASHINGTON 98006 PHONE: ( 425) 466-5203 CONTACT: JON W. NELSON, P.E. SURVEYOR: AXIS LAND SURVEYING 13005 NE 126TH PL KIRKLAND, WASHINGTON 98034-7723 PHONE: ( 425) 823-5700 CONTACT: MITCH EVANS, PLS SCHEDULE B LEGAL DESCRIPTION AND E'.ASEMENTS SHOWN PER CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. 0019652-06 DATED JULY 9, 2014 AT 8: 00 A.M. THROUGH SUPPLEMENTAL NO. 1 DATED DECEMBER 11, 2015 AT 8:00 A.M •. G) 2. 3. 4. ® EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT REGARDING ROADWAY PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 3669076. {PLOTTED) EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT REGARDING ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 4244147 {NOT PLOTTABLE)(AS STAKED) INTENTIONALLY DELETED EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT REGARDING AN ELECTRIC LINE AND ALL NECESSARY APPURTENANCES PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 9101040242. (NOT PLOTTABLE)(AS STAKED) EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERE\O, AS GRANTED IN A DOCUMENT REGARDING GAS PIPELINE PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 5669641. (PLOTTED) REV# DESCRIPTION OF REVISION DATE BY #1 #3 #4 #6 VALLEY VUE CITY OF RENTON, WA. PRELIMINARY PLAT RAD HOLDINGS, LLC 6252 167TH AVE SE BELLEVUE, WA 98006 SITE DATA TOTAL AREA OF PROPOSED PLAT: TAX PARCEL NUMBER: ZONING: TOTAL NUMBER OF PROPOSED LOTS: LAND IN CRITICAL AREAS: LAND IN CRITICAL AREA BUFFERS: LAND IN PUBUCL Y DEDICATED STREETS: LAND IN PRIVATE ACCESS EASEMENT: DENSITY PROPOSED & DENSITY PERMITTED BY CODE 2.30 ACRES 3023059028 R-8 RESIDENTIAL 2 6,605 SQ. FT. 10,818 SQ. FT. 0 SQ. FT. 1,500 SQ. FT. GROSS AREA OF PROPERTY: 99,994 SQ. FT. ( -) PUBLIC STREETS -0 SQ. FT. (-) PRIVATE ACCESS EASEMENTS -1,500 SQ. FT (-) CRITICAL AREAS -6605 SQ. FT. NET AREA: 91,889 SQ. FT. 2.11 ACRES NUMBER OF DWELLINGS/LOTS PLANNED: 2 LOTS I /-·., NE 1/4, SE 1/4, SEC.30, TWP.23N., RGE.SE., W.M. CITY OF RENTON, KING COUNTY, WAS:HINGTON Axis Survey & Mapping 13005 NE 126th PL KIRKLAND, WA 98034 TEL. 425.823-5700 FAX 425.623-6700 www.axismap.com JOB NO. 13-138 DRAWN BY ERM/JM SCALE N/A DATE 12/22/15 CHECKED BY MTSE SHEET 1 OF 3 VALLEY VUE CB 7608 f~lM = 99. i 5' !E 12~CONC lN N.==94.39' [ IE 12"CONC IN E . .,,94.23' r· lE 1rCDNC OUT W.~•94.15' 1 · 1 IE E. END=-94.88' N89'38'39"W (R2) ---,~ -.,_12"CONC CULVERT }!\ . 1665.30' N89°40'03"W (CALC) 2665.30' W 12"CONC CULVERT iE N .. END""9S.45' . p \ic S. END-90.81' ?,l-FOUND PUNCH IN 1-1/2" Ii BRASS DISC IN CONG. DOWN -~ ·.· \ O~~~~~N ~~~:~:/13) ~ IE N. END=98.00' 11·\ IE S. END=98.23' \ FOUND PK NAIL & WASHER "LS DRYCO" (7 /13) SSMH 7577 /RIM "" 100.66' lE 6"PVC IN SE=89.05' /f. B"PVC IN N.=89.42' IE 8"PVC OUT W.=89,42.' LINE LEGEND \ ----,--01----WOOD FENCE LINE \ \ \ 30' VALLEY VUE CITY OF RENTON, WA. PRELIMINARY PLAT 15' 4'' CONG. CULVERT iE E~£ND=15Uf GRAPHIC SCALE 1 i 0 30' l" == 30' PRELIMINARY PLAT --, '"\ \ ' lJ.01' \ \ \ ' \ \ \ 60' RAD HOLDINGS, LLC 6252 167TH AVE SE BELLEVUE, WA 98006 ----~ ,::;:-- '\ \, '" -~--...... """-. \ \ \ \ " \ "'-., \ "·""' ..._ 'FOUND REBAR & CAP 0.1'N. & 0.1'W. {8/13) FNC. 0.2'N OF LINE '·, ·-.. ... _ FNC. 2.4'N / OF LINE __ _ N89"4()'03"W "'-~ __..,, iE 8°PVC. IN E.cc1 IE 6UPVC. IN NW.•• l 66. 75' IE 8n(;'VC. OUT S.,,,,166.06' 4'H T-8 NE 1/4, SE 1/4, SEC.30, TWP.23N., RGE.SE., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON www. axis map. com JOB NO. DATE Axis 13-138 12/22/15 -DRAWN BY CHECKED BY Survey & Mapping 13005 NE 126th PL ERM/JM MTSE KIRKLAND, WA 98034 SCALE TEL. 425.823-5700 SHEET FAX 425.823-6700 1" =30' 2 OF 3 VALLEY VUE r , 30' 15' 0 30' 60' 111 = 30' FOUND 1 /2" REBAR & CAP (SMASHED) 0.1'N. FNC. 0.6'N & o.1·w. (8/13) OF LINE ~ \ 6~0A 10"0/\ ._ VALLEY VUE CITY OF RENTON, WA. PRELIMINARY PLAT PRELIMINARY PLAT * •,v ·,,_ FOUND 1 /2n REBAR & CAP "LS15661-ESM" FNC. 0.4'S 0.1'S. & 0.2'E. {8/13) OF\LINE ~ \ ~~ ~~ ~ \ 'I/ •J/ '" ,v . .,, ,} 'V ,,,y ·4 .... . .. .... .,, . ., .... ,;, *-'1-'~ -;, .... ~@@ ~ !N £>-"184.93' OIJT W,,,.184.76' 8"PVC lN N ... 185.15' ------ FOUN:1-~~ ;SC~ _§. 32ND PL. IN 4"x4" CONC. MON DOWN J ----- .--------------~0.~45~' ~IN~CASE. (7 /13) . .,, \29 •le '¥ 'V ~ '¥ 0 0 .,, 0 .... "' •y .,,. 'o/ ,j, "' ·¥ l..tJ '¥ II (X) '¥ .. ,., 0 y 'V "' ~ w 'V ,- "' '" 0 z ----'V ..,.. / / I~ I NE 1/4, SE 1/4, SEC.30, TWP.23N., RGE.5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON www. axismap. corn JOB NO. DATE RAD HOLDINGS, LLC Axis 13-138 12/22/15 6252 167TH AVE'SE Survey & Mapping DRAWN BY CHECKED BY BELLEVUE, WA 98006 13005 NE 126th PL ERM/JM MTSE KIRKLAND, WA 98034 SHEET TEL. 425.823-5700 SCALE FAX 425.823-6700 1"=30' 3 OF 3 ~-------------------------------- SEC. 30, TWP. 23N, RGE. SE W.M. I I 1----- 1 f------ z 0 u5 ~ ~ 0 - ~----- g<J <J <J <J <J <] <J <J <J <J <J Q ~ ...J -~ LU a a 0 0 :c 0:: 0 co :c C!) -LU 2.: (.) ~ ...J -.J uf ::ii C!) 2.: >--a II.I ...J 0 ....a :c ....a a § ~ C Q) <.O Q) 0 0 E ll1 o Q) (L co 01 .c: 0) co -<( C') C l'->O CO 'st > N ~ w ·"? ...., (J) ~ CD ~ lf) > ~ •--. (0 (l) I 0 CO = m i.... N Q) N o.. ~ ro <st 01 C ·c: Q) Q) C ·5, C w u cii ....J .S ...J C C ~ CO 0 a.. -~ <t: i E Q. C ~ iv 0 u C (/) a ti 0:: f- 0 ca -J j::: C\I """ .,._ l;2 (0 a .,... (") --1111111111.'.S STAMP NOT VALID UNLESS SIGNED AND DATED z 0 I- C) z I i z 0 I-z w Cl'.'. LL 0 >-I- 0