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LUA00-016 - Large Format
(21 S.P. 477114 Bernis Cr.:1ig 111 5 "' loui e C Meissner • L C. Meissner ( I I ' .. ' I I 12) "" ' ' . • • • -\ ~ - 'S (4) s ,. 0 g 131 I • " '" ' ' J ! • 5 • 'I Fi r.st Wes t ern Co . " C p, 4 94 Ac SP 88105 (31 • 1 "' " " ' - (4) • . ' ' • 10 .1 7 Ac. (3) S.F!' 4S803e ' ~1 I L 102 4W t '-I ~12) 28 J _ R But le r "" 5.06 Ac . J ," 1-6) ~OJI ·1 ~ ~l:..J~ "' I ~ "'El ' 481.15 (S'HII) ' ' -----------, ' ', ' ' , 14 ' ' ' ' ~1 S.P379105 1 s . ' ' . ' ' • , , • 5 ~ ----------~,-59c 8c_,cs ) --·---------, 8 • , ,, _, I" i . ~ .,; f---------,;;.;,s-,---------1·· !,i ~ (~~1 .\2 ) <i. ~ 0 13 ' 0 < D George Um.elman f i rst Western Co. Ne Glad wans _z, A E.5'a-.1 7 ., -' 9.43 Ac. ,__; C '" @ , . \.·A" , .. 9.!a Ac. R. B. Hooper 19 .59 Ac. • Anna L. Owens IOhJAc. • ii • ® JI • 30 29 18 21 • • 2 3 4 6 {4!9.1&) 4%.<o;. (Phl .... U) 1tt11 &a 32 ~ >1'1 OJ 31 JO 19 11 !-----+------ 1 16 2 3 4 5 6 1 ·,·t----1 ~ r------ 25 8 1, 6 ' ---+---) -24 9 24 9 t------>------;----j 13 10 23 10 11 II 22 II t---; w ,----i----- ui 21 ' l2 f-AS-SE 5-S( 20 w t-----j I)) ...~,.. ,, ... 20 13 ------->------1 r---·---- .I ' " 19 14 19 • 1 -- 18 , 15 18 , , IS 1----------t ----- '" 0 ~~--.-j ~-: ,FF--"---~ ~1e-.--1;·-- --------r='---------------"""''''''-_::__ .... _,'l:!, .. ,n,:__...J 13401 \)401 :c I- IC 0 z NElGHBOl. lHOOD - DETAIL _ M -,p -t---~------+------- SCALE: 1"::;200! Sweet 18.24 Ac . R. B. Hooper 13.61 Ac . 0 ~27,7, ro V "' ~ E " :c : -- ll I e'l----1~ "' S.P.1075015 :o (2) r-__ @ • 2.IOAc . @ Lloyd Young u.~ Ac . { I ) S.E . 1-~,~,.~,~,..::.~ ,, • ~-- • 29 • ~ 2 29 ----\AW~ t-T-E-FE 28 ' J " ::c 1----+------,_ ----- 11 ' l{) ' "' 4 11 ----------->--------------, 16 5 " _6H-r--=-L-?- 1 25 ' >--R 6 " 1 24 f------+-------. ~, 23 ' 23 4 :c --. ----- :01 "' -1-, -;- 1----~ ' 8 :i -----, 21 • o------j-------, I • 1-------, ,, m ,-; 2 ~O Ac.. • @ 1:'.8.M H 1241El2 , 8'149 I 9 12 " ----~ .79 Ac . ~ 4.70 A,. @ ,,,.~ (<><Wl"r l''lf.£ ""r-"«r "'r5 3~.01 " @) L'5A, : 4.<:o7 Ac . ® 4 06 Ac . \ \ ' I I i I I J r \ \ \ \ \ \ \. \. \ \ \ \ \ \ I \ \ \ \ \ \ \ i \ I I I I ! -- \ ' \ ' \ \ \ \ \ \ 30' I !M I \ ' \ I \ \ \ \ ,-, \, \ \_, "'- '\, . .,_ ,, • 11 V ~ -~ ' -"' I I -~ ~ \ • \ W 1/2, NW 1/4 SEC. 14, TWP. 23 N., R. 5 E., W.M. \ \ \ \ ' \ \ \ 'i -· .'\ i '\ I ' '11 1, t ' \ \ / \ \ \ \ \ 14 SCALE: 1" 40' r 20 ' 40 BO 1------11 \ \::... -~m- ' ' \ \ ' \ \ \ OUNER/AFPLICANT eun AR. 6ALJ INDER 5 . 4SOI NE 4TI-I. 5T. 5UITE A RENTON, WA. ':l80S6 ( 42:'>) 226-9110 PLANNERIEN<::slNEER/SU~'T"OR DODD5 ENG.INEE~. INC. 420& • 148TI-I AVE. N.E. 5UITE 200 6ELLEV\JE, WA&J.IINGTON 96001 < 42S) ees.-1e11 CONTACT, CU~ TAYLOR-Planner JAME5 A. OL5EN -EngTnl!ler KEVIN J. VANDERZANDEN -5urvo9!:1e>r LEGEND ~LIMINA~ LIMITS OF CLEARING TREE LEGEND A ALDER AP APPLE F FIR LARCI-I LARCI-I M MAPLE POP POPLAR 5 ~E DE\ , or E:H Pl/,1 .... G CITY OF 1-<.ENTON 1 _ l 2.JJ RECEIVED -oo -DI& ,,, z 0 in 5 w 0- ci z ~ ~ ~ ..... ~ prellm\treeplcn 8l - !l::' llJ ~ ~ c:, § Q 0 w z z w 0 ~ ~ ~ (l'. 0 O 0 SHEET 1 "' w ~ C) <( ~ z <( ~ ::;, " f- ~ u w 0 --, c:.., 0 w "' > [L 0 [l'. [l_ [l_ <c OF 1 PROJECT NUMBER 99102 l ~ ... L \ \ ' I I \. ' \ \ \ \ \ . ' 30' 30 ' LJ1 vii \ ' I •. 30' I : l I \ ' •, ' \ \ \, ,, '", ', : \ ""', . .,_ ' \ \ \ k• '{:, ' \ \ \ \ \ \ ' \ -~ \ \ ', \ \ \ \ ' ·, '. \ . \ W 1/2, NW 1/4 SEC. 14, \ \ ' I I \. ..,.•"" f i F OU1';.fD 3 " BH ASS SURFP.CE DISK \ W/PU N H -----_ __,_. - •• ;< ~ :,,: z ::J I z 1.1 ~ u co SHOP BLD G U'.) • I n N I I v 1- &:i U) "'It' ,_ .....__ W/C(l';C FOIJN DATION NOOO & SHEET MITIL ~OING ' \ i \ t l ~, ' ~ .. ' 1'. 1. \ '· \ \' \ '; i \ I I ~tco I M H I I "· ,.j-/ .. J . r·/¢', i LI DS ' ,, \ --------------- TWP. 23 N., R. 5 E., W.M. 11 -14 i LEGEND 0 a M SANITARY SEWER MANHOLE STORM DRAIN MANHOLE CATCH BASIN FIRE HYDRANT WATER VALVE EE WATER METER TELEPHONE RISER • •-¢- a POWER POLE W/UNDERGROUND STREET LI GHT STREET LIGHT VAULT ROCKERY [22-~I CONCRETE CLF CHAIN LI NK FENCE HBF VBF GAS C CH COT F H M POP HORIZONTAL BOARD FENCE VERT ICAL BOARD FENCE CASCARA CEDAR CHERRY COTTONWOOD FIR HEMLOCK MAPLE POPLAR 4 0 5 4 9 REN T ON GREE~lW OOD CEMETERY 3 SCALE: 1" = 40' 80 I BASIS OF BEARINGS N88"22'17"W BETWEEN CITY OF RENTON CON TROL MONUMENTS NO'S 1851 & 1852. LEGAL DESCRIPTION THE NORTIJ 500 FEET OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, \\1LLAMETTE MERIDIAN, IN KING COUtlTY, WASHINGTON: EXCEPT THE EAST 225 FEET THEREOF; AND EXCEPT THE WEST 30 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 632253 FOR SOUTHEAST 128TH. STREET AREA ~ 1B3,359± SQ.FT. {4.2093± ACRES) BENCHMARK BENCH MARKS PER CITY OF RENTON SURVEY ON NAVO 1988 DA TLM PT;f1852 • 3" BRASS SURFACE DISC . IN THE INT. NE 4TH ST. {S.E. 128TH ST.) & 14 8TH A Vr_ S.E. EL. 454.77 OR (138.614 METERS) PT#2103 -BROKEN BRASS SURFACE DISC. IN THE INT. S.E. 128TH ST. & 156TH AVE S.E. EL 547.94 OR (167.013 ME TE RS) SURVEY NOTES 1. THE PURPOSE OF THIS DRAWING IS TO PREPARE BOUNDARY AND TOPOGRAPHY SURVEY FOR BALJINDER BUTIAR AND RASHPAL BUTIAR. 2. FOR ADDITIONAL SURVEY INFORMATION SEE SURVEY BY DODDS ENGINEERS , INC . DATED MAY 9, 1995 AND RECORDED IN BOOK 104 OF SURVEYS, PAGE 62, 62A, UNDER RECORDING NO . 95061 99001, RECORDS OF KING COUNTY, WASHINGTON. 3 . ALL 11 LC INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO Tl n..E INSURAN CE COMPANY COMMITMENT NO . 000562809, DATED NOVEMBER 18, 1999. IN PREPARING THIS MAP . DEi HAS CONDUCTED NO INDEPENDENT TllLE SEARCH NOR IS DE i AWARE Of ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISC LOSED BY THE REFERENCED CHICAGO TITLE INSURANCE COMPAN Y COMMITMENT. 4. PROPE RTY AREA = 183,359± SQUARE FEET ( 4.2093± ACRES ). 5. UTILITIE:S OTHER THAN THOSE SHOWN MAY EXIST ON TH IS SITE . ONLY THOSE UTILITIES 111TH EVIDENCE DF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCA TlONS BUT MAY CONTAIN SENDS OR CURVES NOT SHOWN . SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAV[ BEEN TAKEN FROM PUBLIC RECORDS. DEi ASSUMES NO LIABILITY FDR THE ACCURACY OF PUBLIC RECORDS. 6. TH IS SURVEY REPRES ENTS VISIBL E PHYSICAL IM PROVEMENT CONDITIONS EX ISTING ON JANUARY 7, 2000. ALL SURVEY CONTROL IND ICATED AS "FOUND " WAS RECOVERED FOR THIS PROJE CT IN APRIL OF 1995 . 7 . ALL DI STANCES ARE IN FEET. 8 . TH IS rs A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLL ING MONUMENTATION AS SHOWN. CLOSURE RA110S OF THE TRAVERSE MET OR EXCEED ED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE 'MTHIN ONE YEAR or THE DATE OF THIS SURVEY. 9. NO PR OPER TY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY. 2 10 11 16 1 5 14 MAPLE WO OD GOLF CO URS E EB VICINITY MAP N ~~ ,. = 3000'± w, ' ,. 'j ·~•;,-, "" ' PP-00 -0 1-i pre lim \top osun~y w ,_ <( D V, z 0 u5 5 l.d 0 ~ 0 z w f- <( D .. g c:, ~ ~ ~ .... ~ (..l <ti ;::! 0 0 w w > Z Z O 0 ~ a: (/) -i Q_ w Ct n_ 0 0 <( S H E E T 1 OF 1 PR0 0 L CT N U MB E R 99102 I ' ! _,;, I •: ,,., .. .,_.~""~,-,-~:"'<'"=•,m,j/;' \ \ ; .• ' \ ' ' \ \ ' .:;:--r /4,...,. ·. ·-. .•. .· .. ~-., --·-"'."•• ·-· ( I \ , , , , E:, . ,-~- A 1 '·( ,,·. > 16 15 --...___-r- 1 NW 1/4, NW 1/4 SEC. \ •, \ • \ f I i' ,-/ . ' I., i j I~ ( ,.· Lu C). z . ~\ " z ::J I z ~----1.1 ~ 0 <O --';f-;-.-1.2 SHO P elDG \ W/CON C FOU NDAS !lS MJOD /c SH ffT Mfl'l SIDIIG 11.8 k " ) I I .. ,." I , {~::i:~\ ' I •. '·-u :-: U DS .. i .. i \ I '; I ,. I \, 14, \ \ \ J TWP. 23 N., R. 5 E., 16' 5. o' _,..11 -,o.s· 2% 2% " THICK CEMENT CONCRETE SIDEWALK SCALE: 0 20 I I W.M. 1" 40 I 42' f 40' 80 I 16' CEMENT CONCRETE VERTlCAL CURB &-GUTTER · Ii 0 ·~~ R/W 5.o· I '·•·--~ TYPICAL ON-SITE ROAD SECTION EXTEND ROAD TO FULL WIDTH EXISTlNG CONCRETE ROAD--..... NO SCALE 42' 35' 6 " 5' '"-+,::,---=-----! OVEREXCA VA TE DITCH AND SHOULDER....:!)· AREA TO PROVIDE A SUITABLE SUB-BASE R/W 1.5' SlRUClVRAL FILL SLOPE MATCH EXISl7NG GRADE OR FEA THER INTO NEW DESIGN GRADE. OUNER/AFFLICANT 6UTT AR, 6AL.JINDER 5, 4&01 NE 4T~. ST. SU ITE A RENTON,WA.980&6 (42&) 226-9110 FLANNER/ENGINEER/&URv'EYOR DODDS ENG,INEER5, INC. 420& • 145T~ AYE. N.E., SUITE 200 6ELLEVUE, WASHING,TON 98001 (42&) 005-1511 CONTACT, CURT TAYLOR-PlaMer DAVID CAYTON -En91neer KEVIN J. VANDERZANDEN -Surve!:lor LEGEND • -w-- -55- -SD- FIRE HYDRANT WATER UTILITY SANITARY SEWER UTILIT'T" STORM DRAINAGoE UTILIT'T" -480-PROPOSED =NTOUR ELEVATION EXISTING, =NTOUR ELEVATION ROCKERY SITE STATISTICS AREA DISTURBED AFFROXIMATEL Y 42 ACRES APPROXIMATE EART~WOl'<K. ____ /h , •.. ,,_, ___ ----~~--~-"-·····-CEMENT CONCRETE VERTlCAL . CURB AND GUTTER ~--5' CEMENT CONCRETE SIDEWALK {6" THICK IN DRIVEWAYS, 4" THICK ELSEWHERE) STRIFFINCio EXCAVATION EMeANKMENT 6,800 CU61C YARDS 3,&00 CU61C YARDS 3,&00 cue1c YARDS ""·, ('. \ i ' ' ' \ \ \ ', ., \ ' \ \ \ \ \ SEC770N A-A S.E. 128TH ST. HALF-STREET IMPROVEMENTS NO SCALE R/W 60 ' R/W 30' 30 ' i--------------------+----------------~ 74' 16' 16' 2% 5.5 ' 2' r-o·:~ r \ ' ,;;;,; ~1}' 1 0.5 ' CEMENT CONCRETE VERTlCAl CURB & GUTTER ,., .. \_4 • THICK 'c~MENT CONCRETE SIDEWALK SECTlON B-B FUTURE 148TH AVE S.E. (S.E. 128TH ST. TO S.E. NO SCALE (BY OTHERS) 132ND ST.) [)EVi::LOf :~EN T P l/' · ,,,JG CITY OF RENTO N FEP O 1 2uu 3 RECE IV FD p -8 0-0 /& pr el im \p~eut il w ~ < 0 \j l<j Cti ci '>:: 0 _, 0 w w > z Z O l'.l > U1 ~ ~ w Cr'. [L 0 0 < S H EE T 1 O F 1 P RO..J E C T NUMBE R 99102 ! i \ \ ' ! \ ' \ \ \ \ I \ \ \ \ \ ' ' ' \ ! . I \ ' ,, \ ·, ' \ \ \ 30 ' I 3 0' ~I "-I I ··-. ,·.-1-1.--I 30 'i I I ' • l -·--..,_ 1,. ' i i i o' ,. r I \ 'SI:. "" ~ I " .\" (~ 143 \ \ ( ' ' I / . \ ·, ', \ ·, ''.. •. I I I r l i I I I I I I I I I W 112, NW 114 SEC. 14, \ \ \I I I \1 I I \ w , u ', z , I!:' ' \ i FOU~D 3'' BR ASS\ SURFA DI SK .n' ' "' N ' I :s!: I U 1H \ I \I i \ \ \ TWP. 23 N., R. 5 £., W.M. SCALE: 1" = 40' o, .... --j·~o -~T-----IY • LEGAL DESCRIPTION THE NORTH SOO FEET OF Tl-IE WEST HALF OF THE WEST HALF OF Tl-IE NORTHWEST QUARTER OF SECT ION 14, TQUJ\ISH IP 2:3 NORTH, RANC:iE & EAST, UJI LLAME TTE MERIDIAN, IN KINC:i COUNTY, WASHINC:iTON; EXCEPT THE EAST 22S FEET THEREOI', AND EXCEPT Tl-IE UJEST :30 FEET THE l~OF; AND EXCEPT THAT PORTION Tl-!EREOF CONDEMNED IN KINC:i COUNTY SUPERIOR COURT CAUSE NUM6ER 6:3225:3 FOR SOUTHE,~ST 126TH. STREET AREA = 16:3,3S;;)± SQ.FT. < 4.20;;)3± ACRES) 6ENC~MARK 6ENCH MARKS FER C ITY OF RENTON SURVEY ON NAVO I~ DATUM FT"l652 = 3" 6RAS5 &UF<FACE DISC. IN THE INT . NE 4TH ST. (5.E . 126TH ST) 4 146TH AYE 5.E. 5 EC. 4&4.11 OR (136.614 METERS) FTll'.2103 = 6ROKEN 6RA55 5 Ufs:FACE DISC. IN THE INT. S.E. 128TH ST . C 156TH AVE SE. EL. &41.94 OR (161.0 1:3 METl:RS) APPROXIMATE LOCATION OF CONTOURS NOT SURVEYED 4 'l 10 RENTON 2 11 DE\/EL Of'.M Et•T P tAt,,J l,~G CITY OF RENTON FEP O t 200 0 RECE IVED Ou.NER/AFFLICANT 6UTTA~ 6ALJINDER 5. 4S01 NE 4TH. ST. SUITE A RENTON, UJA. ;;)6056 ( 425) 226-;;)11 0 FLANNER/ENGINEER/SURVEYOR DODDS ENC:ilNEERS, INC. 4205 -146TH AYE. N.E., SUITE 200 6ELLEVUE, UJASHINC:iTON ;;)6001 (425) 665-1611 CONTACT : CURT TAYLOR-Flamer JAMES A . OLSEN -En9 lneer KEVIN J. V A NDERZANDEN -Sur v e!,jor 51TE 5TATl5TIC5 5ET6ACK5, TOT AL SITE AREA, PROPOSED U5E, NO. OF LOTS: EXIST ING ZON !Nu, STREl:T AREA: OFEN SPACE/ &TO~ DRAINAGE: FRONT -15' S IDE -5 ', 15' corner lole REAR -20' 16:3,3&;;):1 SF. < 42 ACRE&) &INuLE FAMILY HOMES 11 R-& 30,411 5.F. (16.0% OF 51TE) 16 ,026eF. (8 .1% OF 51Tc ) NE -4T~. ST. " -:i;;·-"' ---· GREENu.t>OD CS1E 1'ER-r MAPLSllk)QD CCU COUR5E 1$ VICINITY M AP 111 • 3 0 0 0 1:t ~ UI d z 'l! 14 NEIGI-IBORI-IOOD DETAIL MAF 1° • 10001 :t ~ ~ ~ "' :t: U) z 0 V5 5 w 0: ~ <>, '.i:' & ~ "-.... fl:' ~ l\1 G ll:l ~ ~ cl 0 c:, w z z C) 5 w <( f-VJ <( w ()'. 0 0 0 S HEE T 0 w > 0 ()'. O_ O_ <( OF 1------------ 1 1 PROJ E CT NUMB E R 99102 ' \ ' ' • - (2) S.P. 477114 •01.f>J 330.!IIS Bemis Craig (I) S.P. 480111 • Louie C. Meissner ., ..... . L. C. Meissner ' " 4 .94 Ac . 0 , i.;:.._ _____ c=~---------l~o ~ ·' £ ($.L 131ST ST.) ESMT, ' J& 53 . w ~ N ~ "'· ttO { I ) (2) ' '" • .,. " i ' I 2 ' ' I • ' -· . -., " "., 15 ~ p'4 J!3 -·- b ' SP. 881051:) (3) , .. 6 ' i " ' 7 ,,. "' , 12 10 • • , S.£: ~-,..• ,_,. · 133RD ST. " ST. - -,, .. " I!',_,. (4) ' . ; • . 9 • • il I J • ' ... • 5 a -~ ,.,. "'~ ~~ 64 63 62 II 60 59 58 ~7 er; I~ • !. ~ : ~ tu .. ( 3) -~~J.J:..;w!!,,_J...,-....J~-~L~-.J. ..... _i_,,,,w.;•!l"!.' 4 CP-':--s(C.1!5..., $1 :i -' T.23N., R.5 E.-" :ii S - ~, 11 I----'""' -.,,JL.._...1,j,, S (4) 3 1&5 ll ~ i11 -,, ,' 1.,\ '· V " 16:;,.77! I 1~sm _(I)~ {I) ~ . (21 (A) ·• r $.e 20003_1_ .. S $.P. 880059R. SP. 574002 (2) ~ ~- Fi est Western Co. 10.\1 Ac. " " g, => w (2) SP. 883036 ! I) ~ ~l 'f' '---'-~:(:2..,) =·i''~~----------. ~al 4!.U 3 00.1 ~ 28 29 ( ~89.1) 32 l.§o "" 0.Gl Ac~:; . o,@; "' ' • J. R. Butler 22 " .. t •• •• 27 DI • 100 "' 5 ... -----,r"'""•"".ssJ~---- 8 h 4 PA 5 6 1_7 K O V. I~ '·--... ST . { CENTRAL AVE.} ' George Umelrnan First Western Co. Ne Glad wan .21 A - 943A c . ·-<f) u., C .c 0 --:, d <! 0 C 2'5 UJ . ;,, .. ® • : 19 4 4 18 16 5 • .- 9 .18 Ac. 11 6 11 -6 26 ~ 1-----+------l ~ 1----?! ~ '!' 1 ·26 ·!· 1 19.59 Ac. ~ ~·t-----1 15 R. 8 . Hooper 8 25 • -9 24 9 13 10 13 10 11 ' II 12 II Anna L Owens I0.,3Ac. • i t----i "' t-----+---1 ,, : tri ' \2 ~t:!-c·--.. NW·~a;;;., __ _ 10 ' ' 13 "'t-----1 ::.~; -----j-----; 19 14 19 1 --·- • ' 14 ',1-------1 I 15 · ISr .-J_ 8 "' ----'\, r----, "'I 18 @) 0 ll 2 ~ ~ 16 11 • ~ • 16 ' ,--,.,,iss'---------f·"cc .. c.··c._ ___________ _,,,.'!,.!-•~•----1_J·!l!Q·o11 _J 1"Wl1 114<11 I ,,,.m ~ S.E. 124TH Pim,,.,(') ST. ~ 1-~,r.,.,;.,,,.;::;., " NElGHBOI IHOOD DETAIL MA, ~ 30 19 • • •• I 'I 1~e>1 .., r~ ..• 60 1 ,., 1)1101 "' ~ I ; 30 ~ ~ 1 ~ 1-~"~'~"~t-~""'~"'--I r-!..'.)4 01_ 1 .. -' 3 "$ 129,2 I -·. C•:•-----j 18 18 ' SCALE: 1"=200.-- 3 t-------1 :,: 1-----t------::c ----- ' ~ , 4 21 • ~I , 4 11 Sam Sweet ! 18.14 Ac. 'II- "' E " :,: .3'8.43 ,n "' >-------l -t----1-------j -i ----- 26, •5 16 .,; ~R7~'~H ~ I.-6 ~1-. %-., --25 • ' I . 1----+-----· - , 14 , , • ~-23 ! t----------~ 23, '~'# ·.,._--+----1 I 11---e 9 2211,8 . · . ejd~ 11-------' 6 R. B. Hooper 19.61 Ac . t--------t ----- 11 ,·"'!_'_1 _ _,· f 1---w-+-_2_1 _-l' i I . 0 io 120 ,~, !I W ,!I , II •• IF-----j f----~ • __ : __ 1_9 --~~ J ~--~2__ G • • 19 'fl,, :16. • 13 II• l ·DD " " ' 11 • • 1~ \I ;,ih ITSr.o !' ll _,. ~!1 : © ; 16 ~ a 15 16S,~ 1~ ri:ts- PAC. /... NW. R.-w. ESMT.-... --"' '"' .... "' 1 • > ---.. -.. -----134.o•--60 -1•-..04 -,3404 ,o . 1)•011 • 0 <( • : I I I ci .., ii $.P 1075015 ::i (2) 2.IOAc. : • ~--@ ---·-@ ,. .. ~· •• ,.,~ ••o - ""·ll~l -'-1:,1 i4· l,.~ PARCEL C V • li ' . ,.. < ~.E. Hl 51 11' IO .w S.P. 678063-R ~ .79Ac. 2 C : 2.'~0 Ac. ::1 ~ ~ z .• , Ac. ZO!.r(. •132Nb S•T ~ 7 8 { I) • @ ' ' .. 9 ----, '' ' a ' "@{ ----- € s' 10 ,, @"65Ac . 4.~7 Ac. ST . ~ ~ -fi. r r: s~ II · 12 13 ' ® 03, ;3~3~ C~Vl , O :i3 .:l N':JJ \13'J .:JO All:) ~r''!' '~ .. =i .. ... • • " :d .l1 •::.i :J0-,..; .... 1\2(1 \ / \ \ I I \ ' ' \ \ I J I \ \ \ \ \ \ ·-. 30' I • I !M W 1/2, NW 1/4 SEC. :,Q' j \ 14, TWP. 23 N., R. 5 E., W.M. ,,., z SCALE: 1" = 4-0L_' __________________ ~ 0 20 40 1--1 -I_I 80 ! LEG:AL DESCRIPTION OUNEFiYAFPLICANT T!-!E NORTJ.I &00 FEET OF TJ.lE WEST J.IALF OF Tl-IE WEST 1-!ALF OF Tl-IE NORTHUEST QUARTER OF SECTION 14, TOILNSHIP 23 NORTJ.I, RANGE !', EAST, WILLAMETTE MERIDIAN, IN KIN<!s COUNTY, WASJ.IINGoTON; BUTT Afit, eALJINDEl't e. 4&01 NE 4T!-!. ST. SUITE A RENTON, WA. ~6 (42&) 226-9110 EXCEPT Tl-IE EAST 22!'> FEET THEREOF, AND EXCEPT Tl-IE WEST 30 FEET Tl-!EREOF, AND EXCEPT THAT PORTION TJ.IEREOF CONDEMNED IN KING, COUNT'r SUPERIOR COURT CAUSE NUMBER 6322&3 FOR SOUTHEAST 128TJ.I. STREET FLANNER/ENGINEEFiY5URV'EYOR DODDS ENG.INEERS, INC. 4205 -14e.TI-! AVE. N.E. SUITE 200 BELLEVUE, WASJ.IINGoTON 98001 AREA • 183,3&9t SQ.FT. ( 42093± ACRES) 6ENC~MARK BENCJ.I MAll<KS PER CITY OF RENTON SURVET ON NAVD 1965 DATUM PT"le,5,2 • 3" BRASS SUF<FACE DISC. IN T!-lE INT. NE 4TJ.I er. (S.E. 128T!-l ST.) t 148TH AVE S.E. EC. 4&4.11 OR <138.614 METERS) FT"2103 • BROKEN 6RAS& 5Uf<FACE DISC. IN T!-lE INT. S.E. 128TH ST. t 1&6 Tl-I AVE S.E. EL. S41.94 OR <IE> 1.013 METER5J APPROXIMATE LOCATION OF CONTOURS NOT SURVEYED 4 '!I 10 RENTON 1<& I& HAA..EWOOD r.ot.F co..,,se VICINITY MAE , .. • 3000':t 2 11 14 ( 42&) e.e.S-1811 CONTACT: CURT TAYLOR-Flanner JAMES A OLSEN -Engineer KEVIN J. VANDERZANDEN -SurvlS\jor SITE STATISTICS SETBACKS, FRONT -IS' 51DE -&', IS' corner lol& REAR -20' TOT AL SITE AREA, 1e3,3S9t SF. ( 42 ACRE&) PROPOSED USE, &INCiLE FAMILY 1-lOMES NO. OF LOTS, 11 EXISTING, ZONING,, R-S STREET AREA: 30,411 SF. <IE>.0% OF SITE) OPEN SPACE/ STORM DRAINAGE 16 ,02f!.eF. ( e..1% OF SITEJ C. L1: I i D -i ..... ,_ J a= -. 1-I :~:;. ; 1 -·--· i • • I! I -- ,.._.... 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