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HomeMy WebLinkAboutLUA00-150 - Large Format _| nd NW 1/4, NW_1/4, SEC. 14, TWP_23_N., HGE. 0 E., W.M. REA SS SA AD aera LRT SES A ASR a RT AS an a IN RARER SIS Aas aan me = [am) = see fee oe a __ lt — G ta Wa 938 — —_—— . ” ? Z Sorensen NE ATH ST SCALE: 1 = 40 z . ~ iw - a- __ ae Pac, 9 2 40 80 i i: es Weer st ee PAN = ll N a ee : ee ———g_.\___S* F06 LINEXEDGE OF CONCRETE RoAD \ aq Fusw FiBeR % OPTIC \S eet “ ma hee {~ \ aces Ve ~--——~. YX in MMS Sr eee a ae — g 3 UP OG st ae : Sa ee . : at ( ale 8 S E 1 : ~ pure ONB~+-42"_ REBAR x < | ! ! 2 & ei eeeaene |g 3 - 30 | Nobo ; os a Atl CORNER 1 | | | i ath f u 3 ty OUWNER/APPLICANT Bs 8 \ ig | ane falar ia \ OUNER: gs 3 Vi) ge \ || ca a BENCHMARK DAVID # NANCY JOHNSON 2 2 \| yx \ aye! |S \ 6001 NE 4TH STREET ila AS AS oe \ RENTON, WA. 28059 37 1 Ac Shia) gigiat g Sy BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM a Siew alfsl> | 3 % “AMBERUOOD LLC 1>| : a NL PT4252 = 3" BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (SE. 128TH i<} fle | — recent meron 19129 SE 145TH STREET © ~| jet et Bey EC. 454.11 OR (138.614 METERS) pra pera o 8 Zz I * 8 XR = 1 | | ! PTWZIO3 « BROKEN BRAGS SURFACE DISC. IN THE INT. SE. 26TH ST. 6 ess a = | BOTH AVE SE. 58% oe | is l Ei. Rate ORACETOW PETERS PLANNER/ENGINEER/SURVE TOR Beg > or Sf Brith | CORE DESIGN, INC. 28% 5S 2a X egret ISPS 4205 - 148TH AVE. NE, SUITE 200 ef oO _ 6 / 2 ; se APPROXIMATE LOCATION OF CONTOURS BELLEVUE, WASHINGTON 28007 <5 ii (425) 85-1871 PEN . ( a | te NOT SURVEYED CONTACT: LAFE HERMANSEN-Planner e5k ey . \. _ be a DAVID CAYTON -Engineer ne 8 z _— & ot KEVIN J. VANDERZANDEN -Surveyor seo < aa <\ Bot (ie $$$ Zz st z < SITE STATISTICS = a AREA DISTURBED APPROX. 4.1 ACRES Se . w © APPROX. EARTHWORK rat z PRELIMINARY LIMITS OF CLEARING STRIPPING 1500 CY. cs EXCAVATION 4000 CY. us EMBANKMENT 4000 CY. 5 i). z . dy TREE LEGEND = A ALDER >= AP APPLE yy S c CEDAR lo| = = xX NN CH CHERRY & q Ar COT COTTONWOOD %y S =I , 18 DEC DECIDOUS = Q Ole & F FIR N QO |Nee Lobcelloed | | W O|/S28 to har ve H HEMLOCK a | Y Sz8 42 5 2 a I “x GARAGE L vases = 9 = 0 YON Nw wy S \ % SS aay QBs Le a ly — —— M MAPLE ole, WW Gy s aN ~ ~ ~w SS. ~ S SS Se. NL POP POPLAR ™ => QiSsxs Ts . 5S SS SN TWA TWIN ALDER OLR = are \ AN ly ~ xX SONS Sa TWF TWIN FIR a) S \ S. = Se) Hh JS |w w \ ~~ N Ny SS , \ —— NN] 7 . s x Hl 0 ~ y | eg L a |<! = 97; A / A OO CO e sl oN = & Qo Spt 8 Por HON ~ =|" |S 7 ‘ ie Zz ~ — vA i - \ on — = | X% OY \ F ‘ ~ Ni | 8s Tie aN _ SA ~ 45 | 46 isan - a SS BS | Of oansa TRACT B \ Sag 5 i i E| \ = Q1 5 Lg la i s \ Ss Ss = OH JW FE in RS tal a \ ts N S S|< iS A ~ J & & |Z ‘| : 1 SSIS] | SP —— ; EES S16 Sccascsaswess = — Of ™~. Q Cle go | o— \ etl SO, S|] Sie \_ FOUND 1/2" REBAR 88"16°06" < a _ SPST} a} ele We "DE 28238) ~ Pow op FOUND 1/2” REBAR g) g)=] 8} > 0.3E OF CORNER X S N i : \ | Siu S Yap % /YPC "DEI 28238 | |) 8 _ i | £8 01S OF CORNER O|= A iy NOS = ly ao 47 48 | 3 <| fe) & 49 | 4 59 3 a] al al < 50 53 SHEET OF ion | | 1 i i | aa ; a | Ul Ube LL , eae 7 7 Mt ! fe : Oso. Fo} SA PTE OSE NC IEE ENE TEE IE ESE TL TE SIT I OD CE IESE DOE DE REE TEE TEE MOD. TIME: 10/31/00 07:59 AM DWG NAME: J:\2000\00050\pretim \treeplan.dwg MOD. BY: fak -. 0-150 PLOT DATE: 10/31/00 08:01 AM NW 1/4, NW 1/4, SEC. 14, TWP 23 N., RGE. 5 E,, W.M. U - 1 0 - 0 8 = qj N.E. 4TH ST. t fees SCALE: 1. = 40 Ka a a at 2" WATER MAIN ss Fa -_N 88°21'19" W MEAS 2622.47 MEAS i es q 20 40 80 ia b>: O} = a - —_— OWNER/APPLICANT Bs q 8 OWNER: Bots ll RK DAVID ¢ NANCY JOHNSON : . =) ENCHMA G00! NE 4TH STREET " RENTON, WA. 38059 é — BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM APPLICANT: i Tk Ma PT"852 = 3" BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (SE. 128TH BER reve: Lee i _ ers e BATE Ae Be 19129 SE 145TH STREET © ~ : : RENTON, WA. 88059 % ! EC. 454.11 OR (138614 METERS) rea Eee 9 g Zz a Sy, |: \ q | IN TP bt PTI2I03 = BROKEN BRASS SURFACE DISC. IN THE INT. SE. 128TH ST. ¢ 2a8 & 1 ‘, S, eee! | |e of IBETH AVE SE. aee > ~----> " . \ \ " —_ EL. 54194 OR (167.013 METERS) PLANNER/ENGINEER/SURVETOR ue 8 | . ’ = aot | CORE DESIGN, INC. 26% = sence iO 4205 - 148TH AVE. NE, SUITE 200 é2e a ~~~ APPROXIMATE LOCATION OF CONTOURS pope eee <BR NOT SURVEYED poe le | §=238 . CONTACT: LAFE HERMANSEN-Plamer | SAmK re meseies DAVID CAYTON -Engineer _ 8 3 > COM CRan KEVIN J. VANDERZANDEN -Surveyor S 3 6 o : Say z R/wW 42" R/W - 2 5.0" 16’ c 16" 50° SITE STATISTICS i ‘ ar : } ; a Me <A ’ ’ “Se <4 os iad 70.5 AREA DISTURBED APPROX. 4.1 ACRES & P 7 il ~. . “ 2% 23 2% 2 a Sy | RR i RRR RRA APPROX. EARTHUORK | woz >| ” — q 4” THICK CEMENT TE MN CONCRETE SIDEWALK VERTICAL CURB & GUTTER STRIPING TROCKEE. w | id = EXCAVATION 4000 CY. 7 Se ° S.E. 128TH PL. EMBANKMENT 4,000 CY. a | Ve | LL NO SCALE 6) z , a : wu | Sa | J = x = SS ; e ky STRUCTURAL FILL SLOPE Mi S Sj Se EXTEND ROAD ‘O} uy Sj Me 7O FULL WIDTH MATCH EXISTING . = EXISTING CONCRETE GRADE OR FEATHER ad eS ~v INTO NEW DESIGN GRADE. | BS S i = ike EXISTING GROUND =| = La LINE % Ss Qa Qo | OVEREXCAVATE DITCH AND SHOULDER FS 0 /Gee ‘ Tag. AREA TO PROVDE A SUITABLE SUB-—BASE 5’ CEMENT CONCRETE SIDEWALK N & [way G 8 . Mae (6” THICK IN DRIVEWAYS, T= 7 \ \\ A GEMENT ann VERTICAL CURB © big Haeeee Q° = Le) = xe ‘26! ACCESSATILITY — = a = “= S _Eagerent | Base SECTION A-A BT es ce wy oo S.E. 128TH ST. HALF-STREET IMPROVEMENTS we] S| S%= MOS ~ S SO _ NO SCALE ~/ SQ RS & S ee bas ma . 8s > & ao G sea . Le) ~ oS MO es ie: . . . | . oe & Gy ll | > {& SBE = ~ i u ; e 535° RW N = = i , =e ~ ; 8 28" 1 BS S Ik. E , “[rR2z Si |S % ee Zi tia! =]= |S OL OL I OLA Se y CEMENT CONCRETE CEMENT VERTICAL CURB & GUTTER ROME EUBEIALS. ~S mS SECTION B-B = — =]8 Sle a 162ND AVE. S.E. HALF STREET IMPROVEMENTS }s = w 3 i (i ae _ pig Z a NO SCALE N]} SX] < s < CPN x} S18 315 i Way O ) S/S] | S18 —_FQUND 1/2” REBAR 2 ; a 9S Ww} a S o | WARE "DEDEDE mmm ETENTION J ETROND x FOUND 1/2” REBAR — SIG 2 | OSE OF CORNER | i a a | W/YPC "DEI 28238” Z\/z|o u : u ’ ‘ > | 0.1S OF CORNER w} OS « “9 i i Q i ry) om) oc) o ; i ! i ft} Ww) ee} o I i Q,; a;al| < | SHEET or | I RS . 1 1 | i _ Frey PROJECT NUMBER : 00059 . + OWG NAME: J: \2000\G0059\prelim\Preutil.dwg MOD, TIME: 10/27/00 10:58 AM . BY: fak i _ MOD. PP _O) / 50 PLOT : 10/27/00 11:10 AM NW 1/4, NW 1/4, SEC. 14, TWP_23 N., RGE. 5 E., W.M.___ | DA T E Sr i ws Ss _ joe. Se ee ee ee as z () . Sl 1a eee N.E. 47H ST. op ) ‘? ) > [— Mm ma n d Il aN 2, RE V I S I O N S — er T % i teat] MMM asco enteeaiaaianay ——— a en NOT SIS_OF BEARINGS 3494) t+ 4961] C40F pO OS ie N88°22'17"W BETWEEN CITY OF RENTON = arf g | =< —— =o pe i CONTROL MONUMENTS NO’S 1851 & 1852. a a ee ? 3 $ « |f\ rt ee X SPU 490 Fi = 7 e RS Lon \ i| * Ry 3 5 SH 5 = e 1 SG) \ rf \ S s on ! { z a oa aq 2 al fm jn! tm \ : recs — < ak tala! beg \ at Ss 4 ss z =Pi feist fe 3 . S 3S ~ Ss » 1 tiptoe oe \ oy 6 2 = & oy = tals! fe LEGEND LEGAL DESCRIPTION : ‘ 2 : WINpoayeN \ / 8 lL alleiul @ \ ow 2] ii digi lS gs \ THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF ” © fasjul Siz | S \ © SANITARY SEWER MANHOLE SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; "4 a i<, 4) [i ' EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER U) Neel fi fe | NL © STORM DRAIN MANHOLE SE eal | . 8 Z| © | ~ _s | ! o CATCH BASIN EXCEPT THE EAST 30 FEET FOR SAID ROAD; g 5 3 a | # | byt a FIRE HYDRANT 8 8 ¢ 2 Sead | 7 anaes a 1 8 Neto | BENCHMARK Hel § Zak x ert USP S~----- « WATER VALVE $22 4 HS 7 1 I li 1 BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM < LEN tof ie 5S . | eS | *. & —_-WATER METER PTgI852 = 3° BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (SE. 128TH ST.) & $ 9 | \ 148TH AVE S.E. ~ ¢ roy Wes _ B TELEPHONE RISER EL. 454.77 OR (138.614 METERS) 8 2 3 z af / to NV a! ‘ S32 = tt qt \ PT#2103 = BROKEN BRASS SURFACE DISC. IN THE INT. SE. 128TH ST. & 156TH AVE Ya Q z a f. ar — e POWER POLE W/UNDERGROUND SE. z - a; © ine Ln sal \ EL. 547.94 OR (167.013 METERS) < ij ; i TatM \. e+ STREET LIGHT 2 ie \ cc ccc APPROXIMATE LOCATION OF CONTOURS z ey Pott IS SA a STREET LIGHT VAULT NOT SURVEYED QO -: t kO | \ 3 f hd ] ~ Oo Wy | $i ‘We \ ROCKERY SURVEY NOTES a Zz de ~", a Sx | \ CONCRETE 1. THE PURPOSE OF THIS DRAWING IS TO PREPARE BOUNDARY AND TOPOGRAPHY SURVEY FOR on lay | BALJINDER BUTTAR AND RASHPAL BUTTAR. Pm 2, FOR ADDITIONAL SURVEY INFORMATION SEE SURVEY BY DODDS ENGINEERS, INC. DATED MAY Zz \ 490 CLF = CHAIN LINK FENCE 9, 1995 AND RECORDED IN BOOK 104 OF SURVEYS, PAGE 62, 62A, UNDER RECORDING NO. ~ —- 9506199001, RECORDS OF KING COUNTY, WASHINGTON. © { HBF = HORIZONTAL BOARD FENCE 3. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM CHICAGO TITLE . 4 INSURANCE COMPANY COMMITMENT NO. 000562809, DATED NOVEMBER 18, 1999. IN PREPARING s VBF VERTICAL BOARD FENCE THIS MAP, DEI HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS DEI AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP ‘ AND DISCLOSED BY THE REFERENCED CHICAGO TITLE INSURANCE COMPANY COMMITMENT. = —— CAS — CASCARA 4. PROPERTY AREA = 183,359 SQUARE FEET (4.2093+ ACRES). . . 8 C CEDAR 5, UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH WwW S Gi EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. » ~j rs UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND lo ly : 5 Ww CH CHERRY CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY IS “i 8 g CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON < oa MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. DE! ASSUMES NO LIABILITY FOR THE elo AN & & COT COTTONWOOD ACCURACY OF PUBLIC RECORDS. a) S = 6. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON > Y S F FIR JANUARY 7, 2000. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS = 482. 486—~ PROJECT IN APRIL OF 1995. % S Q oe 4s H HEMLOCK 7. ALL DISTANCES ARE IN FEET. N} XO |Wre a —~ o HG 8 B N M MAPLE 8 THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND ELECTRONIC. TOTAL STATION . e) RS S WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE Qo x xa CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR Q SS a. GARAGE POP POPLAR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS = So J BEEN CALIBRATED AT AN N.G.S, BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. RIS os & 9. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY. Q & wy . Sy SN S ~ ~ Qe 5] 8 > wre Ss) 7 ESS 7 4 3 =x % 476 \O- 2 ~ Wy Sefer w owes Le . Ni 3 = j to ao God ~ I © Riis SS) [ ead = : = S s/8 |& = ——— tr ee fe} N a oa 474 | = be S —S> \ — = => \ : » \. 9 10 11 Nj SN by “. RENTON ~S > Se. > S SITE Wy O& \. NE 47H. ST. = 8 ¥ rar By ls Ss NX Sy 6 a N WV ‘SY wy N = = $ 476 So ty GREENWOOD z N & s < OS, \ CEMETERY uy Ry SS = __ => 4/74 0’ \ Ly, 5 & S SJE =e = —_— \ 17 WW LgyR re) BOGDSOGOHF & 8 6 ~\ 2 6 bia 2 i Q) klix O|4 aerate 4 > a S12 a W| 88°6’06” ——_ oc 2s rr a _— lt S| S|X <9 Fa 1/2” REBAR SN Wi Ar = wl al & t W/YPC "DET 28258 ~ w iS ¥ FOUND 1/2” REBAR < fl Wu DAR 0.3E OF CORNER SI I W/YPC “OE 28238" aa ee, | | =| ~| 3 x 8 8 O.1S OF CORNER a CNS MAPLEWOOD ww) S) S| & & - GOLF COURSE] Z ty © co al ala] < \ (LT) _VICINITY MAP a ; SHEET | OF , a | WW = S00 7 r | 7 SY nod lo ; \ \ — = PROJECT NUMBER “ ‘ — 00059 _| CE os eee ae SRSE NASER ATS eee een itachi rerun a aa a REE RELI ERT LAE LE I a TSE MOD. TIME: 10/27/00 02:46 PM DWG NAME: J:\2000\00050\prelim \toposurvey.dwg MOD. BY: fak O00 oi PLOT DATE: 10/27/00 02:46 PM OG / - 0 0 - d o SO T / T M as u ne e FI . SH O L A WE S Se NI N O ? wo L A a L i a l H y g : = Y f “F S P /) o N , V J | f i i p r M i s ~ I d W I G h I a g W S W e e ) | | \ a s _ | J ) ) ) I d P a e r t ( S a s \ ) i f | P I g p T A S ) a © | | e | | Fo e a a n a | 4 S p u g r l | f a s g y i f y i — ) O a” > ‘ I d W O F T F S ( F — — — — > U I G E T F S a T d W I 6 E T - ~ | ( o m m m e e e s a , M E T a S T d W I S E T a S | | ~ a T d T I Z E T ] a s . 5 Z I S W I O E T a S a p z ! t s i S | S p l e 8 - 8 : ; ° Z | GX = zy al a > | S 5 i S = r s f 4 S P U Z E L A S l e a : 7 _ _ G - 3 c - 4 | | | t e | | = L | i 4 S W I g Z T a S P o e l ] | ; ) | ee 1 ha H | — | i . C e e e 0 g l g S E a m t 7 | fo | > I e g s t < < om a on @ © h o 2 | e z B L I L | z | ‘ I g | U I P 2 I [ A S A S P e a s | c - a |. be e r s ) s . - | fo ] Q , t L S 2 4 S T 0 2 T a s | 2 r & 3 = m 4 = ss - 8 4 S U I T A S 4 S U I O T T a S = o r Hj > I S W i l a s | @ z 4 S | W E I T a S T X 7/ L M AS U NE Z L Z - LG PP-00-[50 | NW 1/4 ails 4f2" EBA C~*DEI..28238" JUN oe 4h , eg gy AT, CORNER WYP 12002 SF. <p A We | | | | I / ? be m — Ag Ep si by i Z z . 0 0 N a s ee - << ae: |.) an 1441 SF. u y ’ S D O r ’ # D a y P o y a 20 / 9 2 / 0 1 ‘S H a l d x a ON I A F Z A A N S + OD N I N N V I d + DN I A F A I N I O N G 65 0 8 6 WM ‘N O L N I A Ya S V N V W Lo a r o u d b [v a Co r e SA nN e T S I C LS HL G t L FS 62 1 6 1 YI I I N A M VA I IM [e q gr re e EP S L ' S B B ' S T Y XP S L/ B L S 8 8 ° S t Y qa q a O Q7 7 1 d O OM YH A I G w v y Ga A O N d d v 2 e Si , a? 20 0 8 6 vo s B u r y s o , , ‘a n a a y o g G4 7 NM V E C ] - aS ; 4% gy 00 Z @1 I N S FN “A Y WE F L SO z Y GO O M u Y A a a G w v y NA S N Y W A G H d4 v 7 da N o l s a a w ~ [2 9 ] 10 - 8 2 1 si n a A n S A wa a | T me eS er LV T I d AY V N I W I T A U d lo o e 92 Aa v A N Y P av a l ” ) = |& JA F ? WM 39 4 'N &2 GM L FL OF S G/ L MN ‘¢ / L MN a | ‘o s . $ 3 Ba e° = o a cE A B E . 1 a ne y =O ER SS ee ic e 8 E 5 3 : ‘ TE E S E x e bb z m <5 3 § Po | VW ) 9 52 6 me l e e yg wo s= | = | § fl ae i H| Me e e . ke t ae 3 —— HW OO } Sy s of 8 a 29 vg > — » a 3 E k \ Q\ | * » Ow e = to s = X i AQ gl id e ge t i e e e S) dy Fa d e s ! i 18 h Fi .9 n d 9 G3 0 Th y , Bo s Y Og bp be c Sf ] 28 3 e9 3 3 4 Mi g e u R TO Y Os FB a 8 4 | al e “W w W Zz r Wi n Sa py > OD 8 o L ~ 2a =a go r a u Ze e wl l Ge e as a | ag a s h gr a b s Al b s a e g = Bl e OB ES S EE 3 EE R a S wy | z ) S 4 9 Zz te e ge . fa / es a" ) g2 3 tg Oh z4 2 g a NN Bo z 82 é2 # 8& 8 ° uB Z Up BZ z 8 5 + 3 Zz yb o 6 & z § re ) a (2 9 rN 0 ] Q) sh e s ez 9 § \a : al = 2 t be d s pe 5S q Ei cs Z u y| + ee ee oe a t a t Xi ; an s S a ww OO S B6 0 UV i c b ae 8 z Z| : = et Sl a g se ME R ER S EB 0 E a8 | <t mw } Fo s 23 e gu e ze 08 + r be g > | fo } Ny B\ la t O Q\ | Su s Wp It ] ? HE 9 ae Zz Ge ° ” al de l e at |B as 8 ag e W Gi l e q mt q] 83 8 86 , QO ] # RE Sg \ uj | Ho e E9 8 Zl gs gt s Bk e S tt ] wk s Se d a . Mi ) ga e s a8 | Be b e ra e = be ) aq Qf S | a i I * i S i aS 1 BI G T2 ° C O N C ! / > Om ma ee te ee Se i w a ai e ie s er e s = E S1 2 6 12 " C O N C ui ou v e Fa W/YPC "DEI 28238” 0.18 OF CORNER D_1/2” REBAR C™ DET 28238 UND mn 0.3E OF CORNER £9 \ 480 ———-—~., . Mm i Sa 1ON steam Mee haantneemsemersntn __ LANG DVIS DWG NAME: J: \2000\,00050\prelim\00059p01.dug NW 1/4, NW 1/4, SEG. 14, TWP. 23 N, BR. 6 E WM. DA T E 1/ 2 6 / 0 1 FOUND 3” BRASS DISK W/PUNCH STAMPED "KING COUNTY MON” (CITY OF RENTON CONTROL PT. #1852) HW “T a l RE V I S I O N S PE R _ C I T Y CO M M E N T S LEGAL DESCRIPTION r THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 5790506. ~ FOUND-t FR REBAR — 3B > — -W/Yre-"pEI_28238" ~ AT CORNER ’ | : sh J F LL L LE B E L ye SN O D , , Z 1 ob L S Sl “O N O D . Z I 1' S 6 4 YO H O N Y AN O / ™ dd fg ” & es Cs) bi} Q XN * & S N 3 2 be N Yt — 49 6 -- BASIS OF BEARINGS N88°22'17"W BETWEEN MONUMENTS #1851 AND #1852 FOUND IN PLACE AND DESCRIBED BELOW PER CITY OF RENTON HORIZONTAL CONTROL NETWORK PUBLISHED NOV. 15, 1994 BENCHMARK % Se BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM ON O O , 2 1 VE S al ON Q 9 , ZL I S TL S Al 9 so r e s fa — 49 4 | | | | | | | | | | SU R V E Y I N G $8B~ a“ oN , ~ PT#1852 = 3” BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (S.E. \ 128TH ST.) & 148TH AVE S.E. EC. 454.77 OR (138.614 METERS) NS PT#2103 = BROKEN BRASS SURFACE DISC. IN THE INT. S.E, 128TH ST. : & 156TH AVE S.E. EL. 547.94 OR (167.013 METERS) a SURVEY NOTES 1. THE PURPOSE OF THIS DRAWING IS TO PREPARE BOUNDARY AND TOPOGRAPHY SURVEY FOR NORTHWEST BROKERS AMBERWOOD L.L.C. 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. 9506199001, RECORDS OF KING COUNTY, WASHINGTON. LEGEN D 3. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM PACIFIC : SS a Se a OO RC Sa \ . it A ESIGN HAS CONDUC 7 SANITARY SEWER MANHOLE NOR IS CORE DESIGN AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED PACIFIC NORTHWEST TITLE COMPANY COMMITMENT. 42 0 5 14 8 t h Av e . N. E . Su i t e 20 0 Be l l e v u e , Wa s h i n g t o n 98 0 0 7 4° BA R B WI R E FE N C E / PL A N N I N G - C O DE S I G N EN G I N E E R I N G CATCH BASIN = g mi e i g 4. PROPERTY AREA = 201,755+ SQUARE FEET (4.63174 ACRES). 5. UTILITIES OfHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF 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 LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 6. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON SEPTEMBER 11, 2000. ALL SURVEY CONTROL INDICATED AS “FOUND” WAS RECOVERED FOR CEDAR THIS PROJECT IN APRIL OF 1995. Ss 7. ALL DISTANCES ARE IN FEET. » CH CHERRY “See om 8. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND ELECTRONIC TOTAL STATION on WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE ~ COT COTTONWOOD WATER METER 7 fi i { } j i } i 43 3 of POWER POLE ROCKERY CONCRETE t [ | i | | | 4’ BA R B WI R E FE N C E oe ee Pe a cm e se GG ic m i e m i o m s 4 oo we AF | i | | | | i | | | | I | | i | | | 48 4 { | NW -go-~~~ OTT SATB = aa ee “E Shemini amma east ae \ ” a Te a ee ee ee si o n : CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR ™, EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS . BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. F FIR 9. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY. EE \ hy a ee ee WA 98 0 5 9 GARAGE a “ HEMLOCK el RE N T O N , M MAPLE AM B E R W O O D NO R T H W E S T BR O K E R S , AM B E R W O O D L. L . C . 19 1 2 9 SE 14 5 T H ST . ™ “~-~->-~ PROPOSED CONTOURS ue PER THE PLAT OF Sa, MAPLEWOOD ESTATES BO U N D A R Y & TO P O G R A P H I C SU R V E Y 3 lo i RENTON a NW 1/ 4 , NW 1/ 4 , SE C . 14 , TW P . 23 N, RK . 5 E, W. M . NE 47H. ST. SITE NE NI L E AV E PR O J E C T MA N A G E R . FOUND 1/2” REBAR - WAP "DET 28238” 0. 3E OF CORNER Fel ~ 0.1S X 30.0W OF CORNER T: = i — of 4 FOUND. EBAR A N Se Ye FOUND 1/2” REBAR“ \ oe eo. | W/YPC "DEI 28238" 4, ‘4 aS <2] MAPLEWOOD GOLF COURSE VICINITY MAP " = 3000's JAN 30 2001 BUILDING DIVISION x DA T E JA N U A R Y 26 , 20 0 1 DE S I G N E D DR A W N LA B AP P R O V E D SHEET OF 7 1 PROJECT NUMBER 00059 _| PP-00-150 NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. | 2" WATER MAIN i Bp — — HN 3 e a G 2 Li g al IS c & — E * NO S E ON ON O 1. DN O D US 3h | LS, enn rene 7-7) 4—U | a No \ 495 sistent 436 NR 43 8 " |, NC E ‘c PROPOSED 8" WATERMAIN (TYP) 4 BA R B WI R E F a BT I E N T = == 7 3 j EXISTING CONCRETE GR A SCALE: 1” = 40’ BENCHMARK BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM PT#1652 = 3" BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (S.E. 1 26TH ST.) € | 48TH AVE S.E. EC. 454.77 OR (138.614 METERS) PT#2103 = BROKEN BRASS SURFACE DISC. IN THE INT. S.E. 1 26TH ST. € | S6TH AVE S.E. EL. 547.94 OR (167.013 METERS) “ THICK CEMENT | CEMENT CONCRETE 4" TACK CoH SIDEWALK VERTICAL CURB & GUTTER TYPICAL ON-SITE ROAD SECTION NO SCALE : ae aye STRUCTURAL FILL SLOPE EXTEND ROAD 7O FULL WDTH MATCH EXISTING GRADE OR FEATHER INTO NEW DESIGN GRADE. OVEREXCAVATE DITCH AND SHOULDER AREA TO PROVIDE A SUITABLE SUB-—BASE —— — — — _ 3° 5 8 " E j ae 7% a mS | ruiecorenna \ \ DRAIN STORM DETENTION » RESTRICTOR 46 cnn LETTE MOD. TIME: 10/27/00 10:58 AM WY i im “PROPOSED a MAX, tipo ar 86 st 48 pe e r AR E 0.1S X 30.0W OF CORNER FOUND 1/2” REBAR ~ NPC "DEL 28238" 93 EXISTING GROUND LINE 5° CEMENT CONCRETE SIDEWALK (6” THICK IN DRIVEWAYS, CEMENT CONCRETE VERTICAL CURB 4" THICK ELSEWHERE) AND GUTTER | SECTION A-A NE. 4TH ST. HALF-STREET IMPROVEMENTS NO SCALE ExHiBit +4 OWNER/APPLICANT DA T E 07 . 5 1 . 0 1 RE V I S I O N S RE V I S E D FO R NE W SI T E NO . 7 | PL A N OWNER: DAVID € NANCY JOHNSON 6001 NE 4TH STREET RENTON, WA. 96059 APPLICANT: AMBERWOOD LLC 19129 SE 145TH STREET RENTON, WA. 98059 (253) 770-6100 PLANNER/ENGINEER/SURVEYOR CORE DESIGN, INC. 4205 - | 48TH AVE. N.E., SUITE 200 BELLEVUE, WASHINGTON 98007 (425) 885-7877 CONTACT: LAFE HERMANSEN-Planner DAVID CAYTON -Engineer KEVIN J. VANDERZANDEN -Surveyor SITE STATISTICS AREA DISTURBED APPROX. 4.7 ACRES APPROX. EARTHWORK STRIPPING 7,500 C.Y. EXCAVATION 4,000 CY. EMBANKMENT 4,000 C.Y. LEGEND « FIRE HYDRANT —W— WATER UTILITY an SS—— SANITARY SEWER UTILITY ———SD —- STORM DRAINAGE UTILITY —— 480 ——— PROPOSED CONTOUR ELEVATION —-480—- EXISTING CONTOUR ELEVATION COOO0 — ROCKERY DEVELOPMENT PLANNING CITY OF RENTON JAN 3 1 2001 IE RPE Ries ag Oh DWG NAME: J:\20G0\00050\proilm \Preuti.dwg NW 1/ 4 , NW 1/ 4 , SE C . 14 , TW P . 23 N, R. SE , WM . QURAN Td S289 OF CAE ES Sis WANES RS ord ” Apsis é 0 “4 gs & 2 Rn 8 > gee uy & & > uj gq 4 2 > oF: ” < gsk Tes 0 gfe z Yes =z z < al Qa z 2} . w a z Oe du ly © 2 WW): z ku = Y w ; = ©) a =. |% S QIN... YO G2 =O /Q 5 RS SIE 1 Oxs Sane S Wjs% SO /Sa8 Ne ~~ i S Y = |S S |< = we hie te ~ je 8 S| gals) |&: Sls Ie Rluls| | of XIE} | Sig S}S <2 =] afc] a} Sia Sr w}| CO] S| « <| Glele Qa} aral < SHEET OF 7 7 PROJECT NUMBER 00059 PP-Of-/ 57 /- 3 l - 0 1 W.M. | ” ON I A F Z A A N S + DN I N N V I d - ON I A F A N I O N A — 65 0 8 6 VM ‘N O L N I YS O V N V W Lo s r o d d ir "I US HL G # L FS 67 0 1 6 1 YI D I N A M £ OI V A D rs } ~~ Be ~~ E9 6 L S 8 8 ' S T R XD I L/ B L G 8 E ' S T Y pe n e 2 7 7 (@ f OO M 7. aw Y da A 0 d d d V 2 e Fa n 20 0 8 6 uo I B u I y s o A ‘o n a a i j a g VP N O L V Y Y */ NM V H G is QD O0 z Bu n g FN ‘P A Y WI B F L SO z r qI a O C , GO O M 4 Y A G n v y NE S N Y W S H ad v ? da N o I s a a i ™~ aS a [a v a sa at e ae es ee NV Td QN / Y V 3 A I T I O 4 QN A L L N I FF L 10 0 Z ‘9 2 AY K N N W P Sa l v a ” " ; | WM 39 YN &2 dM L FL OF S G/ L MN $% / E MN : 5 25 & S g 5 Be x q > 3 9 aa a i é 8 £2 8 ¥ ae ee e ue . g Fa a3 ba g 6Q L S Se s a b | eg gt k Ol E 8 | 7 ee he ee e : S| Si e ol e gl 25 BS S El , § ¢ po n 18 h ai 2 s z - m e e 8 E AF aS a E > & x| 35 3 th e t pi g e s b i c e fl e a 9 26 | 28 ea s e Zl e e o e 5 ao § Fg wi g e e s be s e al p e t a e = El g EE S 8 | gl g s s e Ee a 8 e aI R G g e § = GR EB A S IN qu a a ra - ei t & (2 ) g L N Gu m s | + 3 @ oy . ge ? 8 + ll GR & Z : ee 4 ‘ - 9 Be SE ; x< | uj ee g : an d l iS 8 z a a << 6 yg Ww E ©O o- 5 3 ~ q ~ . ra y ” ; g E 3 E Z ¥ : <Q 8 ¥ : = \4 Pa E g t ; le e t ge d Sp a t e s ( Ul ey e 2 § E gf FH S S RE 43 23 fa y SE E ‘ +t ¥ na o no s a a kt OY a do i n QO ) =F 28 6 aa a Gi mj a &o 68 Ou ta r le e Q R+ F Oz $ Ww mM @ es s Es a =! E 14, TWP 23 N., RGE. 5 E. NW 1/4, NW 1/4, SEC. Pi m ee ee s Za c en n cu a ME R C Ua ca m e in ee d rs nf a i i N + i | i (0622.47 MEAS + 4 ional alee 2 7 | H ; | { { +E ry t | TE L . MH i i se an ; p2 4 | i | i | a 1 VP > > +p DB E TS | I SU N K -6 - - eB -- Fg f - eg so f [A | i ye ; i ft Ed | Hi iS i le 4 : Ly al ‘ A 1 ER % 01S X 30.QW_OF——~ FOUND.1/2” REBAR /YPC “DEI 28238" CORNER N.E./ 4TH ST. N 8821'19"/W MEAS SASPHALT SHOULD! Sa aie a, NER AT COR <8 es nm ) oO IN Of “ GP ee e ( Ps an / Re o | i Th o s {2 0 | w fw © Le o ee { La e i j | 5 an a r ia 3 a \ 5 HH & a 8 *y Fé 83 8 i PLOT DATE: 10/31/00 08:01 AM PLOT BY: fok NW 1/4, NW 1/4, SEC. 14, TWP. 23.N,, RGE. 5E, WM. vii ioe. FODND-~1-42" REBAR ~ WAYPCDEI_28238" Aj] CORNER Be e r iF “O N O D , 2 E NO O e E ES ce ) G ~“ GW Qo — a 49 4 SPROPOSED 8! SANITARY SEWER \ \ ON O D , SL LE L S Fl FE N CE ’ iy a va 4’ BA R B WI R E \ \, PROPOSED 12" _ a 61 6 1 1 FUTURE STORM RESTRICTOR 1998 t a i arr ( r be eee Jf MOO. TIME: 10/27/00 10:58 AM D 1/2" REBAR Ce "DEI 38938) 0.3E OF CORNER / na “PROPOSED rece X / os So DZ 0.1S X 30.0W OF CORNER oe) FOUND 1/2” REBAR NPC "DEI 28238" /- 3 1 - 6 1 Sj 4 . q p 7 is} K ' G = ” ? gy ¥ . = 5a SCALE: 1” = 40 a | a6 —~ _ ans iy Ry N a SiS ~ ee” ee g~]\ & . Sy < OWNER/APPLICANT ‘3 awhs AAR : ; CS COpeS oz El OWNER: z 3 bly BENCHMARK. | DAVID & NANCY JOHNSON we, oD 600! NE 4TH STREET Caitas \\.28 RENTON, WA, 96059 rg f BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM APPLICANT: PT#1852 = 3" BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (S.E. | 28TH ST.) ¢ Be Ee yee Tee? 6 ere RENTON, WA. 98059 39 F EC. 454.77 OR (138.614 METERS) (253) 770-8100 g € z Ah >» PT#2 1.03 = BROKEN BRASS SURFACE DISC. IN THE INT. S.E, 128TH ST. ¢ 156TH 283 w cig am oe PLANNER/ENGINEER/SURVEYOR aa 6 7 a7: opts CORE DESIGN, INC. 2 By 5 4205 - | 48TH AVE. N.E., SUITE 200 628 a BELLEVUE, WASHINGTON 98007 < 3p (425) 885-7877 £38 : CONTACT: LAFE HERMANSEN-Planner SAN ro) DAVID CAYTON -Engineer nek z KEVIN J, VANDERZANDEN -Surveyor s22 <Z Ya z Rw 42’ R/W 2 2 eo" 16° é 16° 50" SITE STATISTICS ~ 4” THICK CEMENT CEMENT CONCRETE —| tr? AREA DISTURBED APPROX. 4.7 ACRES 2. APPROX. EARTHWORK STRIPPING 7,500 C.Y. We aN , \ / DE S I G N EN G I N E E R I N G CONCRETE SIDEWALK VERTICAL CURB & GUTTER EXCAVATION 4,000 CY. TYPICAL ON-SITE ROAD SECTION . EMBANKMENT 4,000 CY. NO SCALE 6) . f a RW STRUCTURAL FILL SLOPE LEGEND = EXTEND ROAD z « FIRE HYDRANT wy TO FULL WIDTH 35° 51.5" MATCH EXISTING —w— : EXISTING CONCRETE GRADE OR FEATHER WATER OTT aS Q INTO NEW DESIGN GRADE. —SS—— SANITARY SEWER UTILITY S = d —SD—— STORM DRAINAGE UTILITY NES “J << ee GRUP —480-—— PROPOSED CONTOUR ELEVATION et : — ——480 —- EXISTING CONTOUR ELEVATION Wi} S QIN. 7 AREA TO PROVIDE A SUITABLE SUB-BASE 5’ CEMENT CONCRETE SIDEWALK COCO ROCKERY of O Q m8 l (6” THICK IN DRIVEWAYS, = iS pve cialis IE VERHGAL CURE 4” THICK ELSEWHERE) «| w Q ES sla S|Ve SECTION A-A ws] oo OF 9 SNS NE. 4TH ST. HALF-STREET IMPROVEMENTS NTS Wj > a > . bs S NO SCALE Q = Q) QR S| SS|&as i ~ WRX Sa ES iu a i) Oo) NS S Wy} & al SS L aS Ty] S NE S & y SS S « S| > Sis SIRS Ss ES NE | >|x| | Ig NI 3/2 = &/ uals} | ole x] a|&} | Sis : ce |e J} g{&| Oo] Sie J) a} | $ ZiZ| Oo w| CO} S| w Ee] no] st] ao <| ul a] o Qa; ara] < JAN 31 2001 SHEET | OF RECEIVED 1 7 PROJECT NUMBER 00059 DWG NAME: J:\2000\00056 \prelim\Preutl.dwg PP- 00-/50 W.M. 14, TWP 23 N., RGE. 5 E. NW 1/4, NW 1/4, SEC. | } ig \ /2 \ = il ty ts I} sc h | i: 1} { | 2 | = eg 1 i a) = Le t E | Li s i i it a | 13 LT T= E de b e \ aN | 22 NN bo i \ ON I A Z A A N S + ON I N N V 1 d ~ ON I I F F I N I O N G 65 0 8 6 VM NO L N J e ES E po s e s we l ge | NO I S 3 0 . . . ws HL G # ! FS 67 1 6 1 oO 2g E9 6 L S B B ' S T H XO LL B L S8 8 ST P Ia O 2 7 7 GO O M YA I G W Y Cs A 0 N d d v ze 20 0 8 6 vo I B u i y s o y y ‘o n a a y j o g VN O L V M “J NM V Y G ] _ 5 O0 Z IN S "F T N “P A V “B H L SO T GO O M u Y A a G w v NI S N V N A I H F/ P 7 GS N O I S S G ul ™~ 39 OE Se e to n i NV T d ON I E V A T D 8 ON I U L L N I FA L L0 0 Z ‘9 % AA V N N Y ? _3 1 G ” a WM FA G UN & ‘d M L ~ YL ‘O F S $/ L MN ¢/ L MN " 26 i sf = § g 8 fe % » & Q G 2 oR Ss 5 bi z r ce Ss 9 a= ¥ -y y} ag a a| 85 #8 Q x * 5G a ve y ge e QE ge e t my —_ ae bs Bl ge 26 8 O| * yo Yi > ) FC Pe e r On F al se s de f o Sy u e Ya s & ; : fF qi 4 QF as RS e t LP S : ma ¥ & <j 23 5 Te t S3 9 0 Ol e dy D| at s qe u g e YI R E S g e B x ek Wg s c s le s a Gp e t a e lg FE S g ny La Se a c h Ea a b e al k S8 5 H| pe SG = go & + % 55 Wl Q iz be vw ll = & b 4 : 6u 4 : —- ¢ ti ya z ry } i a, eH Y 2 n Zz aa x 6 3 E Oo o- ra iy Q ra a Tp ) ¥ °3 9 3 & Ss ¥ y = [V 4 PE R G ' pe c be e fg g a s ( Ul ba h 2S 3 QO ) 2 a 8 BR e BE E 5 8s a On 9 —_ 2) ” 9 Sy Wg Y ai q = a” ja pa 0. & 0 & fi a OQ ] = +b -3 3 Gi wi « % & ® o 88 &8 u 2 4 2 8 2 B Ai 0 8- 9 O2 3 9 wv m| # Es e ES d - H } / f | / | ( / J | / / / f d if / j ij ri f 4 - / j / / / | / / / / f | fo f f/ f / / / | / / ae f+ / J | / , we : J A L/ L . ae = ee Z ak ee e es t a a ai l Si d e cO N o \ -USW FIBER OPC T ~~ AS OF CONCRETE - al a a ia “ ag AS an / wv OW OF DEI 28238" . 0.1S X 30. v; ‘ FOUND, 1/2” REBAR W/YPC ae area each yy Ee a _ D 1/2” REBAR DET 28258 0.3E OF CORNER Ft W ee iiion | ae G6 DWG NAME: me PLOT DATE: 10/31/00 08:01 AM MOD, TIME: 10/31/00 07:59 AM PLOT BY: fok MOO, BY: fak -/50 ras FOUND 3” BRASS DISK r W/PUNCH STAMPED = "KING COUNTY MON” (CITY OF RENTON CONTROL PT. #1852) ) Wy __NW 1/4, NW 1/4, SEC. 14, TWP, 23 N, #. 6 EWM. | | I \ 983.43 —~— _ _ \ N 297.80 \ \ \ \ \ AE ea ae Se GE OF CONCRETE ROAD \ \ ‘ ‘, Ky \ Re ee eed lee ‘ _ ~tegesssess “ASPHALT SHOULDER S 7 Ty — — 94 2) T 496 4. ( Bago — — Found-1/2" RESAR | 2 Bk RS 5 > ~~ W/vrc-"bEI_28238" | |B — a a AT CORNER Vis — ss - pha ee SI 8 | pli ” °o oO i \ | \ z Z 2 iS Li 2 2 2 9 \ \ i | “S its Ss ar 2 | |S \ \ | Stl \ is | a \ is { S | t a. AEB mm f c ; as XL ot ce — iP f é ‘A | ~ 7 a He) \ \ \ \ : : _ N y pei a | a f é % \ , ae ae | ~ #92, Oy i | Ni iS oO! [| roe | = | : = | © | \ | I « S| ! V4 7 uA | eh | ea H0- WAN * = x x. = a ~~ $GG_ \ \ { ia { \ \ i l ML lie Ss om, 3 / a ‘H \ i my ‘ uw! | Fe ly i | is } F le i ! ; ) % e|| ii , < |. i * | A i es i \d 4 13 || | | 29 " . - 08 n e h x ad f aw FOUND 1/2” REBAR ~ WAPC "DET 28238” 0.3E OF CORNER ~~ : SN O D . . Z L PL E S Al bo TL S Al wo t VE G Al ON Q ? . ON O D 4 BA R B WI R E FE N C E / 00 ° 2 3 ' 5 8 ” E i € A oa N — CORNER ee s — fe 7 } FE mr i a i ae W/YPC "DEI 28238” 0.1S X 30.0W OF ON G D , ZL EL S al L SCALE: 1” = 40’ 20 40 80 oO LEGEND LEGAL DESCRIPTION THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 5790506. BASIS OF BEARINGS N88'22'17"W BETWEEN MONUMENTS #1851 AND #1852 FOUND IN PLACE AND DESCRIBED BELOW PER CITY OF RENTON HORIZONTAL CONTROL NETWORK PUBLISHED NOV. 15, 1994 BENCHMARK BENCH MARKS PER CITY OF RENTON SURVEY ON NAVD 1988 DATUM PT#1852 = 3” BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (S.E. 128TH ST.) & 148TH AVE S.E. EC. 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 METERS) SURVEY NOTES © SANITARY SEWER MANHOLE o CATCH BASIN WATER METER ° POWER POLE eco ~~ ROCKERY CONCRETE Cc CEDAR CH CHERRY COT COTTONWOOD F FIR H HEMLOCK M MAPLE —-~->-~ PROPOSED CONTOURS PER THE PLAT OF MAPLEWOOD ESTATES 1. THE PURPOSE OF THIS DRAWING IS TO PREPARE BOUNDARY AND TOPOGRAPHY SURVEY FOR NORTHWEST BROKERS AMBERWOOD L.L.C. 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. 9506199001, RECORDS OF KING COUNTY, WASHINGTON, 3. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM PACIFIC NORTHWEST TILE COMPANY SECOND A.L.T.A. COMMITMENT NO. 404131, DATED JANUARY 10, 2001. IN PREPARING THIS MAP, CORE DESIGN HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED PACIFIC NORTHWEST TITLE COMPANY COMMITMENT. 4. PROPERTY (REA 201,755: SQUARE FEET (4.6317: ACRES). 5. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTIUTIES WITH EVIDENCE OF 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 LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 6. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON SEPTEMBER 11, 2000. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN APRIL OF 1995. 7. ALL DISTANSES ARE IN FEET. 8. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. 9. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY. 3 2 yo: wea Be Te - rf his and ay: SITE g 7 fis ie 1B 4 4 VE, jee Xe, | Taos. | Meee - (TD) _VICINITY MAP WN " = 3000's i RECEIVED i ! i 1 JAN 30 2001 | BUILDING DIVISION Ae as Zz ws 33 7a) a? “ec (a) oc i] a. ge a “— Big ee g PA ey wy FEF” Nols ‘g re * ai #3 |e ements C) = “lt, eS Nay Fig g gs & = Sng >» £83 ff BEY > we 8 x ZZ x > ¢Pb 4 < Bh gézs ° ~ $3 10) 8g 2 z C=y = Ya Q z z < ad a C O DE S I G N EN G I N E E R I N G ma n s wa n = > uy IS | & ~ te |x “3 [8 si als N] ST OlDeo J O/Q28 815 S/S55 RIS gig § } SW] SFs S}R glSsé cs] oy S/EEE als Sn J/= 1&8 N aS = R s18 § =a |= N = atl | S 5 < us S| 8) .) &| 9/7] € wu) 3) £] 2 E| al s| 3 QA} ayal < SHEET OF 1 1 PROJECT NUMBER 00059 PF-00-150 SHEET 3 OF 3 LUA-—02-024—FP LND-10-0371 AMBERWOOD A PORTION OF THE NW 1/4, NW 1/4, SEC. 14, TWP. 23 .N., RGE. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON FOUND 3” BRASS SURFACE DISK “KING COUNTY MON” W/PUNCH RENTON CONTROL MON. NO. 1852 SET 3” BRASS DISC W/PUNCH STAMPED "CORE 30427” N.E. 4TH ST. / ot (S.E. 128TH ST.) 2622.47 MEAS 2622.33 (KCAS) N88°21°23"W (KCAS) N88°21'19"W MEAS “45 V 14 1298.17 i a I _ +|-—_____ 11 . ry 1311.23 ae 7 Li S 8 | = ¥ 5 5 + ql Li . FOUND 3” BRASS | bi — —_ __-— a 327.79 ri | SURFACE DISK Ww > . 60.00 60.00 = + _ (BROKEN) W/PUNCH = \ 30.39 AX 25.59 . RO. Ww | ul SASON = POS <x | . 6¢S'O Os = Te es NN z DY 5 2 | z eo, = w || 3s) . Rel 8 © + a # w 8} Ld Is N wn ° +|S glo = fea) Joo N — Ss 4 ale 3 =18 s]9 | @ > N % . = - yeeesr. EIS zener LIS 2 aS 1 2 < jtR. 999 S FS] 7620+ SF. 5] 8707+ SF | HI86 FUTURE 695) S |S 8008 S'S pe PEVELOPMENT] 10" PRIVATE DRAINAGE | p <{ | SEE RESTR. EASEMENT ACROSS SF] GH | & SHT.2 LOTS 3 AND 4 10° UTLITY ESM'T 41744 SF. SEE ESM'T NOTE 7, (P.) Ol; 99 - SHT 2. af : oO <go? lJ —_ = — — 7) 60.00 60.00 a N ¢ . 60.00 < ld NN xr {8s x f xf at Ss ke 10 gb N88°21'19"W 270.54 ee = Ape ‘ 8 atto3 1 57, , oo *. E@ ls N.E. SRD CT. OrFO ee 7 | <x i ao 95.57 ay we | va) ——sa.S = ao : . ise Ze on 10" UTILITY ESM’T fear) = omm (TYP.) Xa Pe r = i JS 2 21" | 20 HO In 5 \ 8 qe 8365+ SF. a 18 S for) [oa] =| GSD zy Be 7377+ SF. = uJ N89°37'19"W Pa » ’ if 120.00 a xk re 48 Sto SCALE: 1 = 40 a 105.62 NS 16 Six ws S~ 83724 SF. “TO () 20 40 80 = 6 "— Gowe> peat, / ° ° _ als 72004 S.F. 2 " = | 612 Gad 8 . if 17 g © © siuj ie 7393+ SF. S oS seam sz ED) L N89°37'19"W « = wo 120.00 j i789 LEGEND ‘ W N89°37'19"W 105.60 A 60.00 ‘ ee eq & TT — sew Fe €B _—sSET. STANDARD CITY OF RENTON ! 10° UTILITY ESM'T w 83.60 Bee NBI'S719"W CONCRETE MONUMENT IN CASE AS - ; gas x S 7 (MP) “1 gf & > 0. EP 82.00 SHOWN UNLESS NOTED OTHERWSE. . ; : ; x g © 7200+ SF. 3 A} O | iN 77 e SET 1/2" X 24” REBAR W/YELLOW a G2 3] > | Sl | » PLASTIC CAP STAMPED “CORE 30427 + z|= o Q Ny ~S | > |{E! . eo} | baa ie) FOUND 1/2” REBAR W//YELILOW PLASTIC = 4, ! Co iF i 15 ul | 14 ; CAP STAMPED AS NOTED. 5 , x 8696+ SF. : © S 10° PRIVATE DRAINAGE 2) | 8884+ SF. 6 ee . * € FSM'T ACROSS | G24 Es) pi o SET TACK IN LEAD W/SHINER "30427 XN (ors 7 AND 2 at | iS} < ON PROPERTY LINE EXTENDED 4.75 FEET a S ma en ae ; 20° PRIVATE UTILITY ol | ‘ aS x IN LIEU OF FRONT LOT CORNERS UNLESS q 10° PRIVATE DRAINAGE uu Zz Ho ETE eee a ie AND ACCESS ESM'T el | coin Ge bs NOTED OTHERWISE. ww xsIo 8 : T \SEE ESM'T NOTE 14, 10' >= 14 AND 15 mM = eG REN ADDR Sa © 7205+ SF. SHT 2. ae Ee UE Ti io TY OF RENTON STREET ADDRESS w | ——'t 4 ! are Ns z § A=1420'434 R=25.00 ooisize" © f 7 —— i 2 L=12.52' Jos A=66'25' 19K, Sareloes | Sz a 4 N_89°37'19" W 1 = L=28.98 52.69 | © 82.00 ui . 118.44 7 Re s0.00 —+- F ui A=1511'46°7 A_99°39'109" +" wae'37'19"w 134.69 5 ui L=13.26 L=25.78 \ 2 ui = © = N89°37'19"W \ 8 : lo} = 2 9 | 16.00 aq742754" «13 i) © 7537+ S.F. A=67°49'58" BB VSo, L=64.91 7441+ SF. 20’ WATER ESM’'T TO J L=59.20 G N22 | WATER DISTRICT 90 GIs> \ RA Sy SEE ESM’'T NOTE 13, Ee ; SHT 2. oe \ A 0=70745'18" /_neg37i9'w} | 127.33 a { N89°37'19"W S L=61.75 59.98 60.04 <x 117.75 \ 13.55 rt am A=40°44'09" ; — 4644 ~ L=35.55\ NOS ee Zhe Z i oO. Lacs es Sat RE ee ee = <_< 504 ___} 4 f-—___ il 20’ SEWER ESM'T TO ~ (2 WIPE = THE CITY OF RENTON S, SEE ESW'T NOTE 12 \N4S10°04E 20° PRIVAIE UTILITY 25° SEWER ESM'T TO 2 SHT 2. / 13.09 AND ACCESS ESN’T THE CITY OF RENTON uy] SEE ESM'T NOTE. 15, SEE ESM'T NOTE 11, 5 SHT2. #3 SHT 2. ~ PRIVATE DRAINAGE |} s]a + = _ 44) ESM'T ACROSS LOTS JA alg S a TRACT 998 = ]}o 10 AND 11 Ae 11 aE 12 $ Nelo STORM DRAINAGE TRACT TO N{= are a NOES: (Z 82724 SF. § 8361+ SF. LEE HOMEOWNERS ASSOCIATION 3|7 C308) GID SEE DEDICATION, SHT. 1 2 10 185684 SF. SS 147.52 los 60.05 60.00 aA —o~ e- : 60.00 N88°16’06"W 327.57 (ME1) ———— — _ FOUND 1/2” REBAR WITH - YELLOW PLASTIC CAP FOUND 1/2” REBAR WITH "CORE 30427” YELLOW PLASTIC CAP | "DE 28238” : TRACT M O18 % G0 OW OF cn 4205 148th Ave. N.E, Suite 100 MAPLEWOOD ESTATES, PHASE 1 CORNER | Bellevue, Washington 98007 VOL. 205 PG(S). 51-62 425.885.7877 Fax 425.885.7963 | | | DESIGN ENGINEERING - PLANNING - SURVEYING SATA TG Uy Ch te TPNH AMBERWOOD OF 3 SHEET 2 TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS, AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION, AND OTHER PROPERTY, WITH UTILITY SERVICES AND SIDEWALKS, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN TOGETHER STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNALS, OR FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 2. THIS SITE IS SUBJECT TO RIGHTS TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS AS GRANTED TO KING COUNTY BY DEED RECORDED UNDER REC. NO. 5790506, RECORDS OF KING COUNTY, WASHINGTON. 3. THIS SITE IS SUBJECT TO CITY OF RENTON ORDINANCE NO. 4612, AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED BY INSTRUMENT RECORDED UNDER REC. NO. 9606210966, RECORDS OF KING COUNTY WASHINGTON. 4, THIS SITE IS SUBJECT TO A LATECOMERS AGREEMENT, AND THE TERMS AND CONDITIONS THEREOF, BETWEEN THE CiTY OF RENTON AND CENTEX HOMES AS DISCLOSED BY INSTRUMENT RECORDED UNDER REC. NO. 20000420000998, RECORDS OF KING COUNTY WASHINGTON. 5. THIS SITE IS SUBJECT TO CITY OF RENTON ORDINANCE NO. 4760, AND THE TERMS AND CONDITIONS THEREOF, AS DISCLOSED BY INSTRUMENT RECORDED UNDER REC. NO. 9904202769, RECORDS OF KING COUNTY, WASHINGTON. 6. TRACT 999 ~ FUTURE DEVELOPMENT TRACT — NO BUILDING PERMIT SHALL BE ISSUED IN CONJUNCTION WITH THIS TRACT UNTIL SUCH TIME THAT IT IS COMBINED WITH OTHER PROPERTY TO MEET MINIMUM DEVELOPMENT STANDARDS IN EFFECT AT THE TIME A LAND USE APPLICATION BECOMES VESTED. THE EASEMENTS DEPICTED ON THE MAP SHEET OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE TO BE CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW. 7. THE PRIVATE DRAINAGE EASEMENT SHOWN ACROSS LOTS 3 AND 4 IS TO THE BENEFIT OF LOTS 2 AND 3. THE OWNERS OF LOTS 2 AND 3 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES SERVING THEIR RESPECTIVE LOTS. 8. THE PRIVATE DRAINAGE EASEMENT SHOWN ACROSS LOTS 7 AND 8 IS TO THE BENEFIT OF LOTS 6 AND 7. THE OWNERS OF LOTS 6 AND 7 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES SERVING THEIR RESPECTIVE LOTS. LUA-—02-—-024-—FP FOUND 3” BRASS SURFACE ~10- DISK "KING COUNTY MON” LND- 10-0371 al Ag RENTON —_ A PORTION OF THE NW 1/4, NW 1/4, SEC. 14, TWP. 23 .N., RGE. 5 E., W.M., — CITY OF RENTON, KING COUNTY, WASHINGTON 2623.87 (MEAS) 2625.86 (CITY OF RENTON) 4 + N88'21'25"W (KCAS) ——8—_} = N88'21'19" i N8822'17°W 1 wren TT TTS NE. 4TH SST. (S.E._128TH ST.) sey we i BASIS OF BEARINGS 1311.24 == ap 2622.47 MEAS i __t 3-1/2" DOMED BRASS SURFACE 327.79 1511.23 14. DISC AT THE CONSTRUCTED \ INTERSECTION OF N.E. 41H ST. (S.E. | _ . 128TH ST.) AND 140TH AVE. S.E. ra FOUND 3” BRASS RENTON CONTROL MON. NO. 1851 | = he oe = SURFACE. DISK aLh ; z (BROKEN) W/PUNCH © \ | UNPLATTED W. LINE, E. 1/2, 2 z -|¢ NE 1/4, NW 1/4, ; “1 | NW 1/4, SEC. s <= ies 14-23-5 > ad Be N | wl ra 2 S = 3 "| N 3 N bl I's) z Zz ob Ne Zs . | 327.57| (CALC) e Lo] = < | N88"i6'06"W SS : Pe PLATTED uy FOUND REBAR WTH 297.56 ME1 a al | . Ss 5 PLASTIC SURVEY CAP < Za " " | o> | = STAMPED "CORE 30427 g = ~ FOUND REBAR WITH rt-2 oo PLASTIC SURVEY CAP a2 = ” ’ | STAMPED "DEI 28238 Sa > SCALE: 1 = 200 ui | ok 2 olon — sow 0 100 200 400 ils < 35 | vom, | Wie, e [oui <\og gg MAPLEWOOD ESTATES, PHASE 1 | aE 5B BK. 205, PG(S). 51-62 BLAS <S FOUND 2” BRASS CAP ” ga | W/PUNCH IN CONC. DN. 0.6" IN CASE S5E 0.6" | _ S.E. 132ND ST. | io mee i es Fd N8810'S0"W 2618.65 (CALC) 4 1309.32 J —4— FOUND 1/2” REBAR nh. LINEN 1/2, NW 1/4, SEC. 14-23-5 | WITH PLASTIC SURVEY | wd z CAP "CORE 30427” @ ou 3 SEPTEMBER, 2001 SQ} arr G we YSai | S |= - ti wel FOUN 4727 GER lon FOUND 1-1/2" BRASS s= 98 io to WITH SURVEY CAP uo CAP W/PUNCH IN Se oe Be yt SUE 8A CONC. DN. 1.2' 8 88 won not Ss SEPTEMBER, 2001 ae RENTON ea) = 22 _seARCHED FOR «fee <= Zz HELD FOR CTR. SEC. > SS SR ee | 1307.43 TSS — | a _ 1307.43 1 | 19" ~ — 4 Ne7Se'SW (kcas) 2614.86 MEI S.E. 136TH ST. — 9- f 4413 2615.11 (KCAS) : N87°58'51"W (KCAS) G 2612.96 (KCAS) EASEMENTS AND RESTRICTIONS BASIS OF BEARINGS: 8 FOUND 3” x 3° CONC. o i. hed w 1. AN EASEMENT IS HEREBY RESERVED, GRANTED, AND CONVEYED TO THE CITY OF RENTON, PUGET SRE ee eee Ae Rice Men PUMISED NGRLIEER te Coe re [ W/PUNCHED BRONZE SOUND ENERGY, QWEST COMMUNICATIONS, AT&T BROADBAND, KING COUNTY WATER DISTRICT NO. 90 AND 1 Nee 14%) PLUG ON. 1.1 THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET OF ALL LOTS . AND TRACTS, PARALLEL WTH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHT OF WAY IN WHICH REFERENCE MONUMENTS: 23 NO. 1851 — 3%" DOMED BRASS SURFACE DISC W/PUNCH MARK AT THE CONSTRUCTED | INTERSECTION OF N.E. 4TH ST. (S.E. 128TH ST.) AND 140TH AVE. S.E. NO. 1852 — 3” FLAT BRASS SURFACE DISC AT THE CONSTRUCTED INTERSECTION OF N.E. 4TH ST. (S.E. 128TH ST.) AND 148TH AVE. S.E. SURVEYOR’S NOTES 1) ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM PACIFIC NORTHWEST TITLE COMPANY SECOND PLAT CERTIFICATE ORDER NO. 450446 DATED OCTOBER 12, 2001 AND UPDATED JAHUARY 21, 2002 AND APRIL 8, 2002. IN PREPARING THIS MAP, CORE DESIGN HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED PLAT CERTIFICATE. CORE DESIGN HAS RELIED WHOLLY ON PACIFIC NORTHWEST TITLE INSURANCE COMPANY REPRESENTATIONS OF THE TITLE’S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2) THIS IS A FIELD TRAVERSE SURVEY. A LIETZ SET4C FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN COMPARED AT AN N.G.S. BASELINE WTHIN ONE YEAR OF THE DATE OF THIS SURVEY. 3) ALL DISTANCES ARE IN FEET. 4) ALL MONUMENTS SHOWN AS FOUND WERE FIELD VSITED THE WEEK OF APRIL 17, 1995, EXCEPT AS NOTED. 5) AREA OF ENTIRE SITE: 201,7554 S.F. (4.63174 AC.) REFERENCES 1. SECTION SUBDIVISION PER PLAT OF MAPLEWOOD ESTATES, PHASE 1, (ME1), RECORDED IN VOL 205 OF PLATS, PG. 51 TO 62, RECORDS OF KING COUNTY, WASHINGTON 9. THE PRIVATE DRAINAGE EASEMENT SHOWN ACROSS LOTS 10 AND 11 IS TO THE BENEFIT OF LOTS 11 THROUGH 13. THE OWNERS OF LOTS 11 THROUGH 13 ARE HEREBY RESPONSIBLE FOR THE PRIVATE DRAINAGE FACILITIES SERVING THEIR RESPECTIVE LOTS. 10, THE PRIVATE DRAINAGE EASEMENT SHOWN ACROSS LOTS 14 AND 15 IS TO THE BENEFIT OF LOTS 14, 16 AND 17. THE OWNERS OF LOTS 14, 16 AND 17 ARE HEREBY RESPONSIBLE FOR THE PRIVATE DRAINAGE FACILITIES SERVING THEIR RESPECTIVE LOTS. 11. THE 25.00 FOOT SEWER EASEMENT SHOWN ACROSS LOTS 10 THROUGH 12 IS HEREBY DEDICATED TO THE CITY OF RENTON. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR ALL PUBLIC SEWER FACILITIES WITHIN SAID EASEMENT. 12. THE 20.00 FOOT SEWER EASEMENT SHOWN ACROSS TRACT 998 IS HEREBY DEDICATED TO THE CITY OF RENTON. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR THE PUBLIC SEWER FACILITIES WITHIN SAID EASEMENT. 13. THE 20.00 FOOT WATER EASEMENT SHOWN ACROSS LOTS 10 THROUGH 12 IS HEREBY DEDICATED TO WATER DISTRICT 90. WATER DISTRICT 90 IS HEREBY RESPONSIBLE FOR THE PUBLIC WATER FACILITIES WITHIN SAID EASEMENT. 14, THE PRIVATE UTILITY AND ACCESS EASEMENT SHOWN ACROSS LOT 15 IS TO THE BENEFIT OF LOT 14. THE OWNER OF LOT 14 IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF ALL PRIVATE UTILITY AND ACCESS FACILITES WTHIN SAID EASEMENT. 15. THE PRIVATE UTILITY AND ACCESS EASEMENT SHOWN ACROSS LOTS 10 AND 11 IS TO THE BENEFIT OF LOTS 11 AND 12. THE OWNERS OF LOTS 11 AND 12 ARE HEREBY JOINTLY RESPONSIBLE FOR THE MAINTENANCE OF ALL PRIVATE UTILITY AND ACCESS FACILITIES, EXCEPT DRAINAGE, WITHIN SAID EASEMENT. 2a Wed ead SEN CRAERE NEP NE PESO SAAT SELES) BRL RAGES Hae Pe TA Ee eR TNT Tae | ee Y r a ay Bron a Sa © f 3 Kesh f s 8 10 ws mn : ns INE 4TH. ST. ; er) ‘ Sp, EXPIRES: 10/28/02 GREENWOOD j LLLP CELEEELCEELLE | CEMETERY w —_ 15 J ®& . if 4205 148th Ave. N.E. Suite 100 ee Zz Bellevue, Washington 98007 GLa Ko] | | z= 425.885.7877 Fax 425.885.7963 ASN MAPLEWOOD Le ee Nee DESIGN VICINITY MAP ENGINEERING - PLANNING - SURVEYING N 1” = 4000't JOB NO. OCOOOS2S PP-00-/50 cA NOLES OER DSN PE NN EE ENP WA IES PCE IRS RIES EE EI TEE LT TRIE AMBERWOOD neo A PORTION OF THE NW 1/4, NW 1/4, SEC. 14, TWP. 23 .N., RGE. 5 E., W.M., CITY OF RENTON, LEGAL DESCRIPTION THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 5790506. DEDICATION / CERTIFICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERS'GNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS PLAT AND DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES SHOWN HEREON AND THE USE THEREOF FOR ALL PUBLIC HIGHWAY PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF THE STREETS AND AVENUES SHOWN HEREON, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC, ALL THE EASEMENTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO UNUTIES AND DRAINAGE. TRACT 998 IS HEREBY GRANTED AND CONVEYED TO THE AMBERWOOD HOMEOWNERS ASSOCIATION FOR STORM DETENTION. THE AMBERWOOD HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF ALL PRIVATE STORM DRAIN AND DETENTION FACILITIES WTHIN SAID TRACT. IF THE PROPERTY TO THE EAST IS ANNEXED FROM KING COUNTY, THEN TRACT 999 COULD BE DEVELOPED , AS LONG AS IT MET THE DEVELOPMENT STANDARDS FOR THE ZONE IN EFFECT AT THE TIME A LAND USE APPLICATION BECAME VESTED. KNOW ALL PEOPLE BY THESE PRESENTS, THAT WE THE HEREIN BELOW SIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY SUBDIMDED, HEREBY CERTIFY THAT WE HAVE ESTABLISHED A HOMEOWNERS’ ASSOCIATION, AS DISCLOSED BY INSTRUMENT UNDER KING COUNTY RECORDING NO. IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID HOMEOWNERS’ ASSOCIATION. SAID ASSOCIATION IS SUBJECT TO THE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE PLAT OF AMBERWOOD, AS DISCLOSED BY INSTRUMENT UNDER KING COUNTY RECORDING NO. IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LONG CLASSIC HOMES, LTD. WASHINGTON FEDERAL SAVINGS A WASHINGTON CORPORATION A UNITED STATES CORPORATION ITs: VCE Presid AMBERWOOD L.L.C. A UMITED LIABILITY COMPANY BY: ITS: DECLARATION OF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS LONG PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS LONG PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS LONG PLAT. ACKNOWLEDGMENTS STATE OF WASHINGTON ) county or FLER CE THIS INS Pres QN fey Por Ae THAT Hj NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON MY COMMISSION EXPIRES 5/ 72 9 Dé STATE OF WASHINGTON ) “ ) ss COUNTY OF RYNG ) | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT AMOS Es CA®Y’sicneD THIS HSMN ON ORTH STATED THAT HE WAS_AUTHORIZED TO EXECUTE THE INSTRUMENT AS THE Vs ? aa ACKNOWLEDGED IT TO BE THE FREE AND VOLUNTARY ACT OF SUCH CORPORATION FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. TT XN n0enteeeaogg, pateo: SI UL>/ 20Q% SRNIE hn, oyna 7 ee NS, %, NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON MY COMMISSION EXPIRES Apri! 16 t00S STATE OF WASHINGTON ) ) ss COUNTY OF Si) | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT «SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AS THE OF AND ACKNOWLEDGED IT TO BE THE FREE AND VOLUNTARY ACT OF SUCH CORPORATION FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: 20. BY: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON MY COMMISSION EXPIRES KING COUNTY, WASHINGTON SURVEYOR’S CERTIFICATE |, KEVIN J. VANDERZANDEN, HEREBY CERTIFY THAT THIS PLAT OF AMBERWOOD IS BASED ON AN ACTUAL SURVEY IN SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON; THAT THE COURSES AND DISTANCES ARE SHOWN LOT CORNERS STAKED CORRECTLY ON THE GROUND; AND THAT | HAVE FULLY COMPLIED WITH THE PROMSIONS OF THE PLATTING REGULATIONS. KM inds. KEVIN J. VANDERZANDEN PROFESSIONAL LAND VEYOR LICENSE NO. 30427 STATE OF WASHINGTON RECORDING CERTIFICATE CORRECTLY HEREON, THAT THE MONUMENTS WILL BE SET AND THE we:_Tzzfow FILED FOR RECORD AT THE REQUEST OF CITY OF RENTON THIS DAY OF 20____, AT ____ MINUTES PAST _____ RECORDS OF KING COUNTY, WASHINGTON. M. AND RECORDED IN VOLUME ____ OF PLATS, PAGES MANAGER CITY OF RENTON APPROVALS SUPERINTENDENT OF RECORDS CiTY_OF RENTON PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS DAY OF 20 ADMINISTRATOR CITY OF RENTON MAYOR EXAMINED AND APPROVED THIS DAY OF 20 MAYOR CITY OF RENTON EXAMINED AND APPROVED THIS DAY OF 20. CITY CLERK CITY OF RENTON FINANCE DIRECTOR’S CERTIFICATE | HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL Sr 10 OD- Cana FINANCE Ct KING COUNTY FINANCE DIVISION CERTIFICATE | HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND, THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL. THIS on DAY OF Logus & S Gary Halmes MANAGER, FINANCE DIVISION DEPT. OF ASSESSMENTS EXAMINED AND APPROVED THIS OL pay oF August 2002. Scot+ Noble. KING COUNTY ASSESSOR DEPUTY ASSESSOR [42305- 9020 BXPIRES: 10/26/02 4 LLL ELE ELLE Loh 4205 148th Ave. N.E. Suite 100 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 \, ~” DESIGN ENGINEERING - PLANNING: SURVEYING SOB NO. OCOOSS PP-00-150 NW 1/4, NW_1/4, SEC. 14, TWP. 23 N., RGE. & E., W.M. DA T E 1- 2 6 - 0 1 RE V I S I O N S PE R CI T Y CO M M E N T S 1 NO . if é ) Q H0dg, @ UND~1-Z2".REBAR—” | ff EN EP I II rr rr mm NR Dee te ~-W/YPC~"DEL..28238" RS SON ae : : AT| CORNER OUWNER/APPLICANT » 53 "4 $ : wid\s \ OWNER: ae a: ale \ DAVID 4 NANCY JOHNSON oe, oF \ 6001 NE 4TH STREET titre ce . RENTON, WA. 938059 ‘ey RO Fakca & 3 : ; APPLICANT: Psi oF. k - an Pea VPose 8 p> y AMBERWOOD LLC Sst |S 1@208,.8F. 1620 be, &, \ & FUTURE 19129 SE I45TH STREET 0) . tS. eer | \ c DEVELOPTENT RENTON, WA. 98059 9 z : Lop | i SCALE: 1 ” —_— 40’ a (253) T10-8100 8 & ~ eee oa Le Oe ee : = } 83 > Ls 0 2 40 80 PLANNER/ENGINEER/SURVETOR agg > L f | Ww gy a ' CORE DESIGN, INC. zs > \ 4205 - 148TH AVE. NE, SUITE 200 ses a 5. BELLEVUE, WASHINGTON 98007 zs o (425) 685-1871 ah. CONTACT: LAFE HERMANSEN-Planner Yeh 9 LEGAL DESCRIPTION : DAVID CAYTON -Engineer a g 3 Zz KEVIN J. VANDERZANDEN -Surveyor gs a = Yes z THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST ‘ z QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 < NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, SITE STATISTICS a WASHINGTON; z* SETBACKS: FRONT - 15! QO - EXCEPT THE NORTH 42 FEET THEREOF CONVEYED TO KING COUNTY SIDE - 5', 15' comer lots ~ FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. REAR -20' 4% 0 5120506. z _ TOTAL SITE AREA: 2011551 SF. (4.63 ACRES) o = uj PROPOSED USE: SINGLE FAMILY HOMES OD 1 ~ 4 a 2 18 z ez. NO. OF LOTS: < Wu, BENCHMARK AVERAGE LOT SIZE: 1249 SF. 2 oe us BENCH MARKS FER CITY OF RENTON SURVEY ON NAVD 1988 DATUM PROPOSED DENSITY: 4.18 DUVAC S 0. PTM252 = 3" BRASS SURFACE DISC. IN THE INT. NE 4TH ST. (SE. 128TH PERMITTED DENSITY: 8 DU/AC > ; ST.) ¢ 148TH AVE SE. a : OQ EC, 454.11 OF (138.614 METERS) EXISTING ZONING: — R-5 up | r Ir? PT2103 = BROKEN BRASS SURFACE DISC. IN THE INT. SE. 128TH ST. 4 STREET AREA: 31668 SF, (18.6% OF SITE) | rae IB@TH AVE SE. OPEN SPACE/ ‘© 0 Es EL. 541.94 OR (161.013 METERS) STORM DRAINAGE 18.568 SF. (9.2% OF SITE) a Li ike . g H aon =~ APPROXIMATE LOCATION OF CONTOURS — S K Le) | NOT SURVEYED ~ = x ~j S] a Qi K _ a 8 “58 = N ESSE Vx |S XiOu. vw} > Ww S ~ Qe -- = QiSve ' CS = > iT Ve : ol bes iva) Wy 1 / ; alae (ae sn yr Nad > ¥ 9} a] oo] 8] foe 4 3 ; ee SS es . a: _ fu! i ° LN 2%" \4 Yy “Ett >= aa 2 S or ne = oy AM Ft BLA AMPA EBC a | malt | = N pare ea — ait | fr ¥ | 10 ka h SS a 7 ES A : a AG Oo NTRACT 998 | 5 oot SF. | iy t 3 lo M1 > be a \, STORM DRAINAGE TRACT | | * | “ | | RENTON >]~/ 8 18568 SF. | | | S| = ea \ | | | S| x el o) \ | | | NE 4TH. ST, SITE NTS es / L | | 1 & ~|2 wl a] wy} YG & S Qt x < aREENICOD P & WW Qi2 i lis 4 X} Sim wd ___ FOUND 1/2” REBAR ners z S| “ae ce ~ Whe "ber 26238 ~ \ FOUND 1 /2" REBAR ~*~ \\ @ ° 2 4 = al~) dg “e 0.36 OF CORNER i W/YPC "DEI 28238" \ \ 4 *) Bl B _ . i 0.1S OF CORNER i. w} O] 31 «& A’) 4.8 i | | Keo, FE] a) <] ao | A «4h > | | <} wie] o Po 54 \ iS ™“ MAPLEWOOD OL eyo) < oeiauad \ | GOLF COURSE a S SHEET OF Scoeegeeteeeee es i om, nS (D) _VIGINITY MAP NEIGHBORHOOD DETAIL MAP yi 7 im PA 7 a 3000'2 fc Boos r PROJECT NUMBER a 00059 TT ee a eS Cc aT a TT ea eT UD MBS C2 AOE LSE IEE NE COTTE PP-00-1 80 20 / 9 2 / 0 1 :‘ S H a l d x a ON I A F Z A A N S - ON I N N V 1 d + ON I A F A N I O N G A 6G 0 8 6 VM ‘N O L N I T ¢ Y YS O V N V W Lo a r o d d a ‘ LS HL G # l FS 6C 1 6 ! 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