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HomeMy WebLinkAboutLarge FormatSHORT PLAT NO.~~~- KING COUNTY, WASHINGTON FOUND CONCRETf MONUMfNT WITH 1 1/4" BRASS DISK IN c.ASE SSMH ---® JO' RIM = 412.17 SITE BENCHMARK •A• TOP N.£ BOLT ON F.H. a= 411.J9 U.S. FEET CB W/ROUND UD RIM = 4{}9.65 12" RCP S.W.= 405.90 12" DI £= 408.JO CB W/SOUD LJD RIM= 410.64 UNABLE TO OPEN g ~ ~ . ~ 1-. ,m 1-. l I ~ -..:: ; I /12.00' ... I ::. '"·" 1.8.00' r, L.J I r, 1..J r, I..J RECORDING NO. VOL./PAGE DANIEL NGU~"IJ:N SHORT PLAT LOCATED IN THE S. W. 1/4, OF THE S. W. 1/4, SCALE: GRAPHIC SCALE 1" =20' OF SECTION 32, TOWNSHIP ;~3 NORT/-1, RANGE 5 EAST, W.M., KING COUN1"Y, WASHINGTON 1 inch = 20 FT. ~'-*-*----· 20 0 20 1 CB W/SOUD LJD RIM = 410.08 12" ADS £= 406.56 12" DI S. = 406.24 WOOD FENCE IS 0.1'± LOT/ KC.S.P. NO. 3lr.J072 J HOUSE ------.,....... WOOD FENCE IS 0.5'± W. :/ S. OF PROP. COR N. UN£, S. 200', S.£ 1/4, S.W. 1/4, S.W. 1/4 S89 "26'07"E 138.01.' T 0.4'± S. OF PROP. COR. \ ~ . " "'l ~ 18.00' TO BE DEDICATED FOR R-0-W PURPOSES 589 "26 '07"E 58.39' HOUSE F.F. =414.2:I: LOT 1 6,965± SQ. FT. .1 90 '44 '1.6" flada:25 .00 ' Arc=39.59' 33.07' PORllON TO BE DEDICATED FOR R-0-W PURPOSES • T14 1.20.01.. • T15 LOT J 6,521± SQ. FT. L.J •no , ~~, .. l_, ..... L.J SHED TO BE REAIOVfD I r .. ,, Lr---[]- •nJ T1 I @ PORTION Cf CONC. TO BE RE!IOVfD T6* ,..,_._ L.J LOT 2 r, L.J .. .. 17* r L 6.778± SO. FT. QJ :, ..... ~ N89'26'orw tJB.01· / CONC. EXT. CURB 61..62' (r) r, L ~ ) iii vi ~ HOUSE '---·? \ I ('I -'q' LOT2 l(C,.S.P. NO. 3fJ3012 WOOD FENCE IS 0.2'± W. OF PROP. UNE f CB RIM= 411.74 12" RCP W.= 409.19 llllll 12" CMP £ = 409.J4 ASPHALT £DC£ . PORTION OF: TREE LEGEND: • CONIFEROUS TREE • DECIDUOUS TREE T1: 24• JUNIPER T2: 2o" JUNIPER TJ: 2o" HAWTHORN T4: J2!' PINE T5: 1 B" SPRUCE T6: 2o" CEDAR T7: 11' JUNIPER TB: 15• PINE (2) T9: 14• BIRCH (2) T10: 2o" BIRCH T11: 18" PINE T12: 15• FIR TtJ: 1o" CHERRY (J) T14: B" ALDER T15: 12" ALDER BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 102ND AVENUE SOUTHEAST" BEING NORTI-1 01'18'09" £AST, AS SHOWN ON THE PLAT OF HI-VIEW HEIGHTS, RECORDED IN VOLUME 79 OF PLATS, PAGES 75-76, RECORDS OF KING COUNTY, WASHINGTON. REFERENCE SURVEYS: R1: PLAT OF HI-VIEW, VOLUME 79, PAGES 75-76. R2: K.C.S.P. NO. JBJ072, REC. NO. 8410299004. NOTES: 1. MONUMENTS LAST VISITED ON 2-14-06. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 . BENCHMARK: KING COUNTY BENCHMARK NO. RENT1906 FOUND CONCRETE MONUMENT W/ BRASS PIN ON SURFACE AT HOUSE #10020 ON CENTERLINE OF SOUTHEAST 192ND STREE:T. ELEVATION = J74.86 U.S. FEE:T. SITE BENCHMARK: SITE BENCHMARK • A. TOP NORTHEAST BOLT ON FIRE HYDRANT ELEVATION = 411.J9 U.S. FEE:T • SITE BENCHMARK "fl' RIM OF SANITARY SEWER MANHOLE ELEVATION = 414.2J U.S. FEE:T. CONTOUR INTERVAL: 2.00 U.S. FEET TAX LOT #J22J05-9151 20,402± SQ. FT. LEGEND: @ FOUND MONUMENT AS DESCRIBED @ SANITARY SEWER MANHOLE (f) TELEPHONE MANHOLE IDlD CATCH BASIN Ill YARD DRAIN .. FIRE HYDRANT EB WATER VALVE' 181 WATER METER ID G4S METER @ CLEANOUT mil POWER METER :0: UTILITY POLE @ LIGHT POLE e BOLLARD Dil MAJLBOX i CAJ..C'D S.W. ~r I SEC. COR. I 'L ASP/-W..T EDGE g / SSMH (S{(f BENCHw.RK "8") @ RIAi a 414.2J w C) ~~?--654.6J' (CALC'D d: _!!1,_R2....._.,___----~, _ _...::::::::=:-:::=-====~-====-=-====~~===::s~=:==-=--====-==--====~-= -:, ~~~ -~~--~~~ -~~-6 5 $ >ai'Ol'lr(CAJ::.6-D-& R1.82) FOUND CONCRETf MONUMENT WITH 11 4 BRASS DISK IN WE S.E. 192ND ST.·~ Cram,er ~rorthwest Inc. Surveyors Planners & Engineers 945 N. CENTRAL, STE. # 104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) EXPIIES rl/U/'l«A ct. '--_j 0 > INSTRUMENT USED: GEODIME:TER 600 AND/OR NIKON DTM-A 1 OLG METHOD: TRAVERSE EXCEEDING REQU/REME/flS OF WAC. JJ2-1J0-090. INDEXING DATA: s.w. 1/4, S.W. 1/4, SEC. J2, T. 2J NORTI-1, R. 5 fAST, W.IJ. DRAWN BY: DATE: JOB NO.: T.C.M. Fri., May. 11, 2007 2006-001 CHECKED BY: SCALE: SHEET: 0.8.H. 1 inch = 20 FT. 2 OF 2 E-MAIL: cnl@c.~ra;m_:;;er~n~w;;..c~o;m~~~~~-.).!~~~~~~~~~;.::~~~"'!"!.""~~J..:~.=:....,::._:.:_:._:.:_..J.~~~~~~....J L-.-----------------------------------------~P;;;:ROJ~EC~T"'::'NAM~E~: ~Nd,',-_i~"'!"EN-S~H ... ORT-P'!'!"LA~T/.-,.}'!!"CR'!"'!EA!"'!TE~D!"":~Tu-e"'Teb21 08:J5:JO 2006 PREY. PLOT: Fri May 11 11:07:J5 200 PLOTTED: Fri., May. 11, 2007, 11:08:J6 ' ·~ I~ SHORT PLAT NO. ___ _ KING COUNTY, WASHINGTON DEDICATION APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS __ DAY OF MANAGER, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS __ DAY OF DEVELOPMENT ENGINEER ---~--• 20 __ --~---· 20 __ DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE EXAMINED AND APPROVED THIS __ DAY OF _____ ,20 __ SCALE: ASSESSOR N/A DEPUTY ASSESSOR PORTION OF: ACCOUNT NUMBER __ 3_2_2_3_05_-_9_1 5_1 __ S.W. 1 / 4, S. W. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION t-------------------------------------------------......,--------------------------------1 MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING Of SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTllY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS Of THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TffLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS, THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES Of SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME NAME NAME NAME NAME NAME STATE OF WASHINGTON, COUNTY OF ------ I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNTY OF ------·--·-- DATED---------~ SIGNAfURE OF NOTARY PUBLIC ------- PRINTED NAME OF NOTARY PUBLIC ------- MY APPOINTMENT EXPIRES ---- jss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED---------~ SIGNATURE OF NOTARY PUBLIC -----·-- PRINTED NAME Of NOTARY PUBLIC ------- MY APPOINTMENT EXPIRES ___ _ RECORDER'S CERTIFICATE ................... . FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE. ........ AT THE REQUEST OF .. QWI.~ .. J:L. !-!!~.~!:;\ .. I:'.~~ .. SURVEYOR'S NAME MGR. SUPT. OF RECORDS DANIEL NGUYEN SHORT PLAT LOCATED IN THE S. W. 1 / 4, OF THE S. W. 1 / 4, OF SECTION 32, TOWNSHIP 23 NORTll, RANCE 5 EAST, W.AI., KING COUNTY, WASHINGTON DEVELOPER/OWNER INFORMATION: l'rYl l'-1t)o 1oq /fi s ~ nt.<>-111 ~+- 12-rr1+v n, iN /t ~ 0 000 ZONING, SERVICE & UTIUTY INFOR.MATION: NUMBER OF LOTS: XXX 3 PROPOSED DENSITY: XXX JJ PARENT PARCEL ZONED: XXX K-1' I. . L PROPOSED USE: XXX !;,i~l.e ~hlilv) /2l~d.!Yl1Jlt,, SEWER SERVICE PROVIDER: XXX > ~ DOS [ V..e c 10 ;~Lii/~JX~7ci:R~rfE~ tftn ~ ,5-fri"c+ ~0? FIRE DISTRICT: XXX /CirV") C~. t:?i<;>fri"c..+ 4-0 TELEPHONE SERVICE: XXX QW ( H POWER SOURCE: XXX PS ( LEGAL DESCRIPTION: TH£ SOUTH 200 FEET OF TH£ WEST 150 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION J2, TOWNSHIP 2J NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 12 FEET THEREOF DEEDED TO KING cfJUNTY BY KING COUNTY RECORDING NUMBER 1728889; EXCEPT ROADS. SITUATE IN THE COUNTY OF KING, STATE OF WASHJNGT01\J. Subject to Easements, Restrictions, and Reservations of Record. SURVEYOR'S CERTIFICATE ~Cramer Northwest Inc. THIS SHORT PLAT t.4AP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN Surveyors Planners & Engineers CONFORMANCE WITH THE REQUIREMENTS OF THE ~ t - APPROPRIATE STATE AND LOCAL STATUTES IN ______ Mqy~ 2007 ________ . P.L.S. CERTIFICATE NO. 40016 ---- 945 N. CENTRAL, STE. #104, KENT, WA (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cnl@cramernw.com 98032 S.£ 190TH sr. t <£ ·-: ~ c,j i S.£. 190TH PL ! - N.T.S. ~ "C ~ ~ EJ S.£ I 92ND sr. VICINITY MAP FILE p Y [B) IE I \VJ IE ~ lJll y 22l~ K(B) Lo1Soo3le, w ~ ~ I.J II) i I - " _J 0 > INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A10LG METHOD: TRAvERSE £XCE£D1NG REQUIREMENTS OF W.A.C. JJ2-IJ0-090. INDEXING DATA: S.W. 1/4, s.w. 1/4, SEC. 32, T. 2J NORTH, R. 5 EAST, W.M. DRAWN BY: T.C.M. CHECKED BY: 0.8.H. DATE: Fri., May. 11, 2007 SCALE: N/A JOB NO.: 2006-001 SHEET: 1 OF 2 PROJECT NAME: N,;'JYEN SHORT PLAT//CREATED: Tue Feb 21 OB:J5:JO 2006//PREV. PLOT: Thu Jun 29 14:02:20 200f{/PLOTTED: Fri., Moy. 11, 2007, 11:07:29 C:, TOMS JOBS\2006-001.pro !- ® KING COUNTY DEPARTMENT of ASSESSMENTS -, .. :;i l.ll , 847THST ::i ~/ ------------.. l " ' ' "' ,., ,., s ::::. ' • •ITH ST Renton ···••.~--. f'H.,~v,< _ 1111] The ln1ormaUon included on this rnap haa been compiled by King County staff from a variety of aourcos and l111ubject to ch1mge without notice. King Co~nty mak111 no repreaantatiorn'i or warranties, expreH or Implied, as to accuracy, completfllnaas. tlrnullne88, or rights to use of such Information. King County 111hdll not bo ltablo fur 11r1y general, apeclal, Indirect, Incidental, or comwqu1mtlul dsn1agt11 ltu.ludlng, but not lfmltt>d to. Jost revenues or loat profltt1 re1u.11Ung from the uaa or mlsu&e O'f the Information cont11lned on this map. Anv saloa ot this map or Information on this map Is prohlbltod oxcQpt by written permission of King County. JIJlllll~ . l. LOTl KCSP anoso AEC. 78110008153 .O IC """ ~I' I d ! ti I LDT2 W II--1l[ .11.iC ~I Jo_l IO/ J 1------,-,~--__ _:""":.:;;-1 I ~ ~~G~( l, ,~r ~ mJJ .-, ___ _ CONTROL MAJOR CONTROL MINOR RIOHTOFWAV "-AT ~CBLA S9HCH1 1.11 .i~ ""' 11.11 AC ,, ;t --1~ .. ·" ---------------------__ gt"'~~---------------...UJJ/,,,,--...::.m~·~"-':===========:<~:::~:========om="~'=' :~· ni ,1 ":~t ~ ·:;; '"" II {t I · r:.c-;, ,., . __ --: T.fl,C -. -~ l~~il if ""' " iieirnfit,· TR.B HI f~fU£ ucma~,ur m.uu. LO fl P.082--U 10001 IU ,;>~ ... ~.;~ " 1 ""' 1./IJ AC 1,~.00 9ll7 ~ . ,, 4.10 AC 5 m II070 • ! l JO AC '"' KC OLA l37l0175 97121H006~,'\ ~;,.;i' n LOT1 l!W ~r #' ",~.., KC lll 6110012 BaOJJ11150 • 1.!I .it .._ ________________ _;IIIXl;;;:_~ ""' '., UlAt "'°' ,c: lO zg I .I ........ , .. Ht TRD N~P[ 264140 FREDRldKs .~YfL-11;; 21 ;,: .. ;,,.., 11,1 if 000) l .U KCSP38~12 -.:...,,: 8400210Ei76 Li)f 1 "' ,1' ~>--· 1~11 sr 0000 Ill!~ Sf w.; J ~ w StlOffT Pt.AT IWICEL OHIOINAL PARCB. EASEMENT 1-alJ. JH1( nj-:n.srr- 111.1 ; s ' ~ " .. "! l.!i AC 1 H l!·ll·J1 1 a25(I ) :'"'"-!1.H ll I· 1101111s11 13_,..,, ,j''i i1l.11 ----····-------~----------------------~-------------- SUfl.VcY/LfGAL HYDRO crrv BOUNO,A,RY f'lrcel aaundarv Platted Mljg·r Boundery • !DUI - ' JJ-;_",;10011 ,..., ; !IHI-OJ[ N + s t-1-JI r /U.I 11414 ··' S I --I KC llA mLom ,.11w l>J.IP. ., 11/.l6 "Jlllf om 896660 nu Vl$'Tl\ IJU5 (~) mnf II AC ""' 3 2 KC 8fl 176013 LOT1 SW 32-23-05 KC125 0 100 Scale 1:1200 (1" = 100') ~ IHi'lll If ll AC ... II.ti July 28, 2006 Fil ' • l~l·· ." : ~ OHO 7 i{t t ·" ooo' UIAC Q.: P. . ~ ·~ " Ul lC ;::_ 9t2J 0 .. JBIIS1-/-U ~ff1 OOl1 § ~ i---------------,~,7,,,-::J; f£ET ilOQ I ID) \E t \E ~ \\Jl [E ~ \Jll MAY 2 2 2007 K.C. D.D.E.S. lo7Joo3 1i111 0K0 \,11 <;t~.~ "'" Utt! --·Hfdi~ JI AC """ <JU.ll> 4 BE ·I ;.,tt ,,,,, ¥. i . ' ·" ... -f---U'"W· WI' ~----f ~!UL--,,.---~ ----y~f-1PO W !ol.~ ,-. ... __ H9ll!li.!l.!L'.!'..l.l-·--.- ,, ll1llf ""' 1111 1,..,,""',,,. all '-... ~ ";;~~;~--r; ~--,;~:;,.;; ~iiill-hi~11-- ____ J_~-7=:. ·:.-~~~L..,, :. :.. ~/~,-it\i 11 M " " ,,. N CONCEPTUAL DRAINAGE PLAN DANIEL NGUYEN SJlORT PLAT I TAPER 10 TO 1 TO EXISTING ASPHALT EDGE EX CB W/SOUD LID RIM = 410.08 LOCATED IN THE S. W. 1 / 4, OF THE S. W. 1 / 4, OF SECTION 32, TOWNSHIP 23 NOi~TH, RANGE 5 EAST, KING COUNTY, WA,c;HINGTON W.M., s ~ / ®1 EX SSMH ~ "'" o41W ~ l 20' DRIVEWAY c:, / I START 5' OFF OF 1 I PROPERlY UNE ~ I I I FRONTAGE IMPROVEMENTS DTL 1/1 CURB & GUrTER 5' SIDEWALK * CONIFEROUS TREE @ DECIDUOUS TREE Tl: 24" JUNIPER T2: 20" JUNIPER T3: 20" HAWTHORN T4: 32" PINE T5: 18" SPRUCE T6: 20" CEDAR T7: 8" JUNIPER TB: 15" PINE (2) T9: 14" BIRCH (2) Tl 0: 20" BIRCH TII: 18" PINE T12: 15" FIR T13: 10" CHERRY (3) EX 12" RCP IE=409.00 (TBR) ~. ~· <( . :r: .. Q_ : ' V, . <( . CB3 I ' 18.00' 16 .· 4 .1 • ..• ·•··• 1);:; . I ~ ' .... ' ' . .. m ·1· ... .h-, " 12' ADS E.= 406.56 12' DI S.= 406.24 6' ASPHALT PAD SIDEWALK TRANSITION LOT 1 K.C.S.P. NO. 383072 HOUSE \ S89'26'07'E 138.01' 'i .' ,-~-1 --! --- S89'26'07'E 58.39' @ Tl 4 120.01' @ T15 I SHED I 1 L ____ _J I LOT 3 6,521 ± SQ. Fl (TBR) I I ~ I T14: 8" ALDER Tl 5: 12" ALDER ::: _ _ S89'26'07'E 61.62' <2 I 1ll TII ... * z:::; @ Tl2 Ill;. I ···1 .. ~ ,W, .. ·:. ~-.. 1~ CONC. RELOCATE F.H. ¢:p BEHIND SIDEWALK SITE BENCHMARK 'A' TOP N.E. BOLT ON F.H. EL. = 411.39 U.S. FEET EX CB W/ROUND UD RIM = 409.65 12' RCP S.W.= 405.90 12' DI E.= 408.30 C84 REPLACEMENT OF EXISTING CB EX CB W /SOUD UD RIM = 410.64 UNABLE TO OPEN -- li3 ·. I ··~ I ···,····· Ii T5 ·· .•... I.I'.::-* ·>• I~ 1]ge .. \0. ""' ... ii-_.. 1(..) " U) . .. I· II~ lB ,x X I I":' 11'::" :t ii.11~ -, . . u N .... ·L ;;f ~ I 11 _ . I 11 ~t;: · • 1<1 1 • ;a I . I 'I OV) . I i=+I l · II' ""'° . -.. .a um . ·.·. I 1 . :3;;;, .. I 11' 0 . . I II ·• .. I 118' \ IJl· T3~ ' \ ~EXSSMH RIM = 410.79 _.A-__,,6"'-'54.63' (CALC'D & Rl,R&~--~-v $ 30' ROW AFTER DEDICATION HOUSE F.F.=414.2± LOT ·, 6,965± SQ. FT. 690'44'16' RAD=25.00' ARC=39.59' --~- 33.07' --- :;;I TIO @ /.· . ~ _gil / POWER STUB I ~ ;1 cf (TBR) PORTION OF CONG. T9@ ; ~ / I,_/ TO BE REMOVED (TBR) I / CONC. ) / POWER STUB TB*/ vi I I (TBR) 5 / J d ----...... ----...... _ I... ;::: 0 I~ LOT 2 6, 778± SQ. FT. MB TO BE RELOCATED EX CONC EXT. CURB -...-._ -.~T;-rx:-srORM------- Tl~-61.62' N '.;i' I LOT 2 K.C.S.P. NO. 383072 EX CB RIM= 411.74 HOUSE 12' RCP W.= 409.19 12' CMP E.= 409.34 PORTION TO BE DEDICATED 138•01 ' ----;-. ..,..,..~....,.-;-c~~~-~--------~-------·------ ASPHALT EDGE 6' ASPHALT PAD "FOR R-0-W, PURPOSES. .. • ~ C82 R=35' CURB RAMP N89'26 0 W CALC D & R1 ,R2 S.E. 192N.D ST. (NEIGHBORHOOD COl.LECTOR) RELOCATE BY PSE -00 ~ - SIDEWALK TRANSITION 20' DRIVEWAY START 5' OFF OF PROPERlY UNE FRONTAGE IMPROVEMENTS DTL 2/1 CONCEPTUAL DRAINAGE PLAN 1" =20' 30' 12' (EXISTING ROW) 18' DEDICATION 5.5' 8.5' ~ 1------------------+--~~---------i::; 16' w z ::; 6.5' 5.5' ~ w ::;: 20' 18' ALL NEW HOMES SHALL DIRECT IMPERVIOUS RUNOFF TO PERFORATED STUBOUTS PER DTL 3/1 PRIOR TO CONNECTION TO ROAD DRAINAGE SYSTEM TAPER 10 TO 1 DTL NTS 3/1 • TO EXISTING ASPHALT EDGE I-z 2' w RANDOM FILL • <O FILTER FABRIC 4' PERF PIPE 1 1/2' -3/4' WASHED ROCK 24' MIN. TRENCH X-SECTION NTS SLOPE- ~ ; PLAN VIEW OF ROOF NTS TO ROAD DRAINAGE SYSTEM 2' X 10' LEVEL TRENCH W/PERF PIPE J)ERFORA TE'D STUBOUT CONNECTION ;· EX SSMH ' RIM= 414.23 '--SITE BENCHMARK "B" ( I PROPOSED C'B SCHEDULE TYPE RIM INVERT COMMENTS REMOVE SHOULDER & \ REPLACE W/NEW ~ ~ w,_ ____________ _,. _ _, ~ i'5 ~ @ ::;: w ;;: CB1 1 412.00 407.02 GRATE PAVEMENT SECTION 1' SAWCUT -+--+--- 1----~~@4!~--_:_j @FOG LINE WIDTH VARIES 2% 2% 1' MIN. SIDEWALK CONC. VERTICAL CURB & GUTTER 2' ASPHALT CONCRETE 4' ASPHALT TREATED BASE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS, SEE SEC. 4.02 w (L ii (L DTL 1 /1, FRONTAGE IMPROVEMENTS. NTS (102ND AVE SE) w (L ii (L 2% 1' MIN. SIDEWALK CONG. VERTICAL CURB & GUTTER . '! .. ~· • I • O• .• .• 2% ,.... 15 "' I 2' ASPHALT CONCRETE 4' ASPHALT TREATED BASE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS, SEE SEC. 4.02 DTL 2/1. FRONTAGE IMPROVEMENTS • NTS {SE 192ND ST) (L CB2 1 411.59 406.61 GRATE u. 0 CB3 1 409.75 406.40 GRATE w (!) 0 CB4 1 409.65 405.90 GRATE w PROPOSED PIPE SCHEDULE PIPE TYPE LENGTH SLOPE, COMMENTS CB1 TO C82 12' RCP 97' 0.42% CB2 TO CB4 12' RCP 44' 1.61% CB3 TO CB4 12' RCP 156' 0.32% .. I ., SITE ;: TL#:3223059151 '(St ~ ~J ~~ -.. S 200th St !') 10204 5£ 192ND ST 98055 VICINITY MAP LEGAL DESCRIPTION: THE SOUTH 20C FEET OF THE WEST 150 FEET OF THE SOUTHEAST QUARTER OF THE SOUTH~£ST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. EXCEPT THE WEST 12 FEET THEREOF DEEDED TO KING COUNTY BY KING COUNTY RECORDING NUMBER 1728889; EXCEPT ROADS. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS, AND RESERVATIONS OF RECORD. BENCHMARK: KING COUNTY BENCHMARK NO. RENT1906 FOUND CONCRETE MONUMENT W/ BRASS PIN ON SURFACE AT HOUSE #10020 ON CENTERUNE OF SOUTHEAST 192ND S1REET. ELEVATION = 374.86 U.S. FEET. SITE BENCHMARK: SITE BENCHMARK 'A' TOP NORTHEAST BOLT ON FlRE HYDRANT ELEVATION = 4i1.39 U.S. FEET. SITE BENCHMARK 'B' RIM OF SANITARY SEWER MANHOLE ELEVATION = 414.23 U.S. FEET. VERTICAL DATUM: NORTH AMERICAN VERTICAL DA TUM OF 1988 CONTOUR INTERVAL: 2.00 U.S. FEET ABBREVIATIONS BLC BUILDING CORNER C -COMPACT CB -CATCH BASIN CL CLASS CO CLEAN OUT D -STORM DRA!N DDCV -DOUBLE DETECTOR CHECK VALVE DI -DUCTILE IRON DS -DOWNSPOUT D/W -DRIVEWAY EL ELEVATION ESMT EASEMENT FD FOUNDATION DRAIN FDC FIR£ DEPT. CONNECTION FF FINISH FLOOR FHY FIR£ HYDRANT FL FLANGE JOINT H/C -HANDICAP IE -INVERT ELEVATION LF LINEAR FEET L/S -LANDSCAPING LECENll: f)ESCRIPTION NEW' STORM SEWER SANITARY SEWE'R WATER AC PAVING xx.xx r- MH MJ OVHD PL R R/W s SQ FT s/w TC TP U.N.O. s w E N NW SW NE S£ CONG. SIDEWALK SPOT ELEVATJO~S CONTOURS PARKING ---.50-- STORM CATCHBASIN SANITARY SEWER MANHOLE WATER VALVE FIR£ HYDRANT MAI/HOLE MECHANICAL JOINT OVERHEAD -PROP£RTY LINE RADIUS -RIGHT-OF-WAY SANITARY SEWER SQUARE FEET SIDEWALK TOP OF CURB TEST PIT UNLESS NOTED OTHERWISE SOUTH WEST EAST NORTH -NORTHW£ST -S0UTHW£ST NORTHEAST SOUTHEAST EXISTINC [X. STORM ---- [X 5[W[R ---- ='1 ~ XX.XX r- ~~-50-- 0 IIIID UTILITY POLE ...-v DECIDUOUS TREE CON/FE:R TRE:£ LIGHT POLE GUY WIRE WATER METER TELEPHONE MANHOLE YARD DRAIN GAS METER CLEANOUT POWER METER BOLLARD MAILBOX ~~©~~W~[Q)&s AUG O 2 2C07 * KC. D.D.E.S. @ l IZI @ Uill [Il 0 IJ'Ml @) [[D • ~ Cl) s ro ~ u . ~ ~ , .. ,- "'. CtJ ~ ~i'.'.l ~ i.:; lQ E-, Ct) t5 ~ ~~~~ E-, ~ ~ ~~~-~ ""-i ::i:: .. i:i:: CtJ ij Ct)~~~ ~ ..... Cry >,.;' s i.:; (\.j E-, ~. ~Ct)~~ ~ ·~ ::i::o f,;i CtJ u ~ ~ Cj ~ 0 Cj (/) 0::: L.a..J z z ::i CL . (/) 0::: w w z -(.'.) z w rj~~ !--i lit: ~ ~~~~ q ~ (\.j. h "l l]~ 0 C) '-1 ~ u ~ ~ ,..., )( 0 -~ " <o DD I() ci'~ I() Ol ~" ... I " <o N I() ·:~ "' > I-,..., w<( N t') o:: C "' I() ON "'~ Ol ,..., ~ ~ .-~ -E "- .. -0 0 I--(J z O • LtJ .:::.. 3: ,_ ~ 01 E . "' .. .., ~ E 0 0 o -I '-,11, 0 .. t:;:; L,J I V) ;:;; 0 W N •-~ .... --.cc.n V)Oo.._J., 0 .... 0 J "' .J >-"' ~<(11)11 ~ I ::E • .......... 18.-z uJ :ii.:: •• .,. ._ u~ U O W< . z ,..., Ill 0 ... (J Ol .!:! ~ 0 0:, ~ I N Ill "' ,..., . "' Ill N ~ IU UVl 8 -0 D :,,: I -, "' ct,O .,D >-"' a:i ·: zo ~z <( Ill "'0 C -, ! "° ~ 0 0 Cf.2 ~ Q ~ SHORT PLAT NO.~~~- KING COUNTY, WASHINGTON DEDICATION APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS __ DAY OF MANAGER, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS __ DAY OF DEVELOPMENT ENGINEER -----, 20 __ _____ ,20 __ DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE EXAMINED AND APPROVED THIS __ DAY OF _____ ,20 __ SCALE: ASSESSOR N/A DEPUTY ASSESSOR PORTION OF: ACCOUNT NUMBER 322305-9151 S.W. 1 / 4, S.W. 1 / 4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED. HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION l--------------------------~------------------------.11..---------------------------------ft MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC F"OREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON ANO DEDICATE THE USE THEREOF' F"OR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF F"OR PUBLIC HIGHWAY PURPOSES, ANO ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES F"OR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS ANO ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS fOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT ANO IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF' WE SET OUR HANDS AND SEALS. NAME NAME NAME NAME NAME NAME STATE OF WASHINGTON, COUNTY OF ------- jss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNTY OF DATED---------- SIGNATURE OF NOTARY PUBLIC------- PRINTED NAME OF NOTARY PUBLIC--~- MY APPOINTMENT EXPIRES ----- ~ss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED---·--------- SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC-------- MY APPOINTMENT EXPIRES __ _ RECORDER'S CERTIFICATE ................... . FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF .. .QWIN. .. ft .. li!~.~f., .. ~.~~ .. SURVEYOR'S NAME MGR. SUPT. OF RECORDS DANIEL NGUYEN SHORT PLAT LOCA'l'ED IN THE S. W. 1/4, OF THE S. W. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON DEVELOPER/OWNER INFORMATION: DANIEL NGUYEN 10204 S.E. 192ND STREET RENTON, WA 98055 206-369-1061 ZONING, SERVICE & UTIUTY INFORMATION: NUMBER OF LOTS: 3 PROPOSED DENSITY: 3 PARENT PARCEL ZONED: R-8 PROPOSED USE: SINGLE FAMILY RESIDENTIAL SEWER SERVICE PROVIDER: SOOS CREEK WATER SERVICE PROVIDER: SOOS CREEK SCHOOL DISTRICT: RENTON DISTRICT 403 FIRE DISTRICT: KING COUNTY DISTRICT 40 TELEPHONE SERVICE: QWEST POWER SOURCE: P.S.E. LEGAL DESCRIPTION: (PER STEWART TITLE COMPANY GUARANTY COMPANY ORDER NO. 207147218, DATED JANUARY 24, 2007) THE SOUTH 200 FEET OF THE WEST 150 FEET OF TJ--1£ SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUAfiTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING CC:JNTY, WASHINGTON; EXCEPT THE WEST 12 FEET THEREOF DEEDED TO KING '.:'OUNTY BY KING COUNTY RECORDING NUMBER 1 728889; .----> "~- EXCEPT ROADS. SURVEYOR'S CERTIFICATE THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES IN __________ Sep~ 2007 __________ . P.L.S. CERTIFICATE NO. ______ 40016 ________ _ 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cnl@cramernw.com EXPm <r!/'11/Ma ,) S.£. 190TH ST. LJ (lj 11:! S.£. 1901H PL ~ EJ S.£. 192ND ST. VICINITY MAP rl ~;;;;z:~ ij KC. D.D.E.S. I Lt)7S0036 w (_') <( (L .......__ _j 0 > INSTRUMENT USED: G£0DIMIT£R 600 AND/OR NIKON DTM-AIOLG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. J32-130-090. INDEXING DATA: s.w. 1/ 4, S. W; 1/ 4, SEC. 32, T. 2J NORTH, R. 5 EAST, DRAWN BY: DATE: JOB NO.: T.C.M. Wed., Sep. 5, 2007 2006-001 CHECKED BY: SCALE: SHEET: 0.8.H. N/A 1 OF 2 PROJECT NAME: NGJYEN SHORT PLAT CREATED: Tue Feb 21 08:35:30 2006 PREV. PLOT: Fri May 11 11:07:35 200· PLOTTED: Wed., Sep. 5, 2007, 14:46:59 W.M. -------·----.. SHORT PLAT NO. ___ _ KING COUNTY, WASHINGTON FOUND CONCRETE MONUMENT WITH I 1/4• BRASS DISK IN OOE SSMH ___.@ JO' CALC'D S.W. J SEC. COR. RIM= 412.17 4/ IE 12" RCP = 409.00 SITE BENCHIMRK • A" TOP N.£ BOLT ON F.H. EL= 411.J9 U.S. FEET CB W/ROUND LJD RIM= 409.65 12" RCP S.W.= 405.90 12" DI £= 408.JO CB W/SOLJD LJD RIM = 410.64 UNABLE TO OPEN ~ ..... l !.',? ~----A 654.6J' (CALC'D 4c _!!l,_R2 __ _ ~v- FOUND CONCRETE MONUMENT WITH 11 4 BRASS DISK IN 00£ §) ~ . ~ ,m ..... I ; I J 12.00' .... 0 ~ .... !,lJ ~ QJ ;" .... ~ ~ ~ ~ § ,., LJ ,., L.1 T5* . ~ fli \Li OJ p OJ :-1 .... ~ DANIEL NGUYEN SHORT PLAT LOCATED IN THE S. W. 1/4, OF THE S. W. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANCE 5 EAST, W.M., KING COUNTY, WASHINGTON CB W/SOUD UO RIM= 410.08 12" ADS E.= 406.56 12" DI S.= 406.24 WOOD FENCE IS 0.1 '± S. OF PROP. COR 18.00' TO BE DEDICATED FOR R-0-W PURPOSES LOT/ KC.SP. NO. 383012 _J HOUSE --------.- N. UNE, S. 200', S.E. 1/4, S.W. 1/4. S.W. 1/4 S89 '26'07"E 138.01' • T14 120.01' • T15 LOT 3 6,521± SQ. FT. LJ WOOD FENCE IS 0.5'± W. & 0.4 '± S. OF PROP. COR. \ LJ SHED TO BE REMOVED I r, L.J----[J-- S89 '26'07"E 58.39' •nJ @ S89'26'07''E 61.62' •no T/1 LOT 2 @ 6, 778± SQ. FT. Gr/OSTED LOT 2 3,515± SQ. FT. r L ~ 31: c,j ~-.,._, I I '---------- ) HOUSE RECORDING NO. VOL./PAGE SCALE: GRAPHIC SCALE 1"=20' 1 inch = 20 FT. -----'E I ?!I 0 20 PORTION OF: BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 102ND AVENUE SOUTHEAST BEING NORTH 01"18'09" £AST, AS SHOWN ON THE PLAT OF HI-VIEW HEIGHTS, RECORDED IN VOLUME 79 OF PLATS, PAGES 75-76, RECORDS OF KING COUNTY, WASHINGTON. REFERENCE SURVEYS: RI: PLAT OF HI-VIEW, VOLUME 79, PAGES 75-76. R2: K.C.S.P. NO. J8J072, REC. NO. 8410299004. NOTES: 1. MONUMENTS LAST VISITED ON 2-14-06. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARK: KING COUNTY BENCHMARK NO. RENT1906 FOUND CONCRE1E MONUMENT W/ BRASS PIN ON SURFACE AT H0US£ 1/10020 ON CENTERLINE OF SOUTHEAST 192ND STREET. ELEVATION = J74.86 U.S. FEET. SITE BENCHMARK: SITE BENCHMARK "A" TOP NORTHEAST BOLT ON FIRE HYDRANT ELEVATION = 411.39 U.S. FEET. SIT£ BENCHMARK "£1" RIM OF SANITARY SEWER MANHOLE ELEVATION = 414.2J U.S. FEET. CONTOUR INTERVAL: 2.00 U.S. FEET PARENT PARCEL: HOUSE F.F.=414.2± PORTION OF CONC. TO BE REMOVED NB9 '26 ·orw 46.62 · LOT:2 l<.C.S.P . NO. wao-T::1 TREE LEGEND: * CONIFEROUS TREE TAX LOT #322305-9151 23,462± SQ. FT. LEGEND: LOT 1 6,965± SQ. FT. 17.6':I: .d 90 •44 '16" Rad=25.00' Arc=39.59' 33.07' if} DECIDUOUS TREE Gr/OSTED LOT 4 3,263± SQ. FT. CONC. EXT. CURB . .-ttJ2 Tl..,. 46.62' NB9"26'orw 1JB.01· / ASPHALT EDGE 1.5.00' r L r L l WOOD FENCE IS 0.2'± W. OF PROP. UN£ { CB RIM = 411.74 12" RCP W.= 409.19 DIID 12" CMP £.= 409.J4 ASPHALT EDGE T1: T2: TJ: T4: T5: T6: Tl: TB: T9: TIO: Tl I: T/2: T/3: T/4: T/5: ----~------- N89 "26 'Ol"W (CALC 'D & R1,R2) S.E. 192N.D SJ'. \l" ~:!~er Pi~~:th!es~nsi~~· 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cnl@cramernw.com 24" JUNIPER 20" JUNIPER 20" HAWTHORN 32" PINE 18" SPRUCE 20" CEDAR 8" JUNIPER 15" PINE (2) 14" BIRCH (2) 20" BIRCH 18" PINE 15" FIR 1 O" CHERRY (3) 8" ALDER 12" ALDER @ FOUND MONUMENT AS DESCRIBED @ SANITARY SEWER MANHOLE CD TELEPHONE MANHOLE Dllil CATCH BASIN DID YARD DRAIN 6, FIRE HYDRANT fB WATER VALVE 181 WATER MEIER ~ SSMH (SITE BENCHMARK "8") @ RIM = 414.2J m GAS MEIER @ CL£ANOUT mi POWER METER :C= UTILITY POLE @ LIGHT POL£ e BOLLARD [I]] MAILBOX INSTRUMENT USED: GEODIME:TER 600 AND/OR NIKON DTM-A 1 OLG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.AC. JJ2-1J0-090. INDEXING DATA: S.W. 1/4, S.W. 1/4, S£C. J2, T. 2J NORTH, R. 5 EAST. W.M. DRAWN BY: DATE: JOB NO.: T.C.M. Thu., Sep. 20, 2007 2006-001 CHECKED BY: SCALE: SHEET: 0.8.H. 1 inch = 20 FT. 2 OF 2 PROJECT NAME: NGUYEN SHORT PLAT CREATED: Tue Feb 21 08:J5:JO 2006 PR£V. PLOT: Wed Stip 05 14:56:01 200-PWITED: Thu., Sep. 20, 2007, 9:J5:42 N CONCEPTUAL DRAINAGE PLAN DANIEL NGUYEN S'HORT PLAT I TAPER 10 TO 1 TO EXISTING ASPHALT EDGE EX CB W/SOLID LID RIM = 410.08 OF LOCATED IN THE S. W. 1 / 4, OF THE S. W. 1 / 4, SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON s / ®1 iii EX SSMH r;j •• • "'" § l 20' DRIVEWAY ~ I I START 5' OFF OF ~ I PROPERTY LINE ~ I I 12" ADS E. = 406.56 12' DI S.= 406.24 6' ASPHALT PAD SIDEWALK TRANSITION LOT 1 K.C.S.P . NO. 383072 HOUSE ' FRONTAGE IMPROVEMENTS DTL 1/1 CURB & GUTTER 5' SIDEWALK 110 I I ---' 18.00' 'l ---"°\~ --~--~ S89'26'07"E 138.01' 120.01' * CONIFEROUS TREE * DECIDUOUS TREE Tl: 24" JUNIPER T2: 20" JUNIPER EX 12' RCP IE=409.00 (TBR) T3: 20" HAWTHORN T4: 32" PINE T5: 18" SPRUCE T6: 20" CEDAR T7: 8" JUNIPER TB 15" PINE (2) T9 14" BIRCH (2) TIO: 20" BIRCH T11: 18" PINE T12: 15" FIR T13 10" CHERRY (3) T14: 8" ALDER T15: 12" ALDER RELOCATE F.H. ¢ji BEHIND SIDEWALK SITE BENCHMARK 'A" TOP N.E. BOLT ON F.H. EL. = 411.39 U.S. FEET EX CB W/ROUND LID RIM = 409.65 12' RCP S.W.= 405.90 12' DI E.= 408.30 CB4 REPLACEMENT OF EXISTING CB EX CB W/SOLID LID Riili = 410.64 UNABLE TO OPEN ' .. .I., 11::; · 1. · llr:7't-----J ~ ' • • \ S89'26'07"E 58.39' HOUSE F.F.=414.2± LO r I 6,965± SQ. FT. ll90'44'16" RAD=25.00' ARC=39.59' --- 33.07' * Tl 4 * T15 ,-----"-1 I SHED I i_OT 3 6,521 ± SQ. FT. L-~~-J\: (TBR) ~ ;:: _ _ S89'26'o7"E 61.62' <i)s / ill TII .-N< "" ~ T12 ~I ~ I ,Lu TIO @ I "-. ·1 _gi/ / POWER STUB I ~ co / (TBR) * - ·, c / PORTION OF CONC. T9 ~ / \ '--TO BE REMOVED (TBR) ~ !1i I / CONC. 1 / POWER STUB TB* I I I (TBR) 5 I J d ..........._ ---~ '-:::: LOT 2 6.778± SQ. Fr --- r ,,, :;,. \ L---------- LOT 2 K.C.S.P. NO. 383072 EX CB RIM = 411.74 HOUSE 12' RCP W.= 409.19 12' CMP E.= 409.34 t 7'--'-'-v, ·-· -,,.,..,.-;--c--,---'-~ --~ -~--~ ------- ~EXSSMH RIM = 410.79 PORTION TO BE DEDICATED l 38,01' . . 'FO~ R-0-W,PURPO:,ES. . , . . };! CB2 R=35' CURB RAMP N89'26 07 W CALC D & R1,R2 S.E. f 92ND S1'. (NEIGHBORHOOD COU£CTOR) RELOCATE BY PSE • 4.. . 4 . b i:o N ASPHALT EDGE 6' ASPHALT PAD .?I SIDEWALK TRANSITION 20' DRIVEWAY START 5' OFF OF PROPERTY UNE FRONTAGE IMPROVEMENTS DTL 2/1 CONCEPTUAL DRAINAGE PLAN 1" =20' 30' ROW AFTER DEDICATION 12' (EXISTING ROW) 18' DEDICATION 16' 5.5' 8.5' w ~-------...:..:..-------+-""""'--+---"'.C.....-----is REMOVE SHOULDER & \ REPLACE W/NEW PAVEMENT SECTION -+-i-1~' S~AW~C~U_T ~--_g.J;J.,;@.,l!ifil---~ @FOG LINE WIDTH VARIES 2% 1' MIN. SIDEWALK CONC. VERTICAL CURB &: GUTTER 2' ASPHALT CONCRETE 4' ASPHALT TREATED BASE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS, SEE SEC. 4.02 ~ UJ a. ~ 30' 6.5' 5.5' ,_ z UJ :::; UJ ~ a. LL 0 UJ (!) 0 2% UJ 2% .. ! .'.Q' , •. O· .•, . 1' MIN. SIDEWALK CONC. VERTICAL CURB & GUTTER ALL NEW HOMES SHALL DIRECT IMPERVIOUS RUNOFF TO PERFORATED STUBOUTS PER DTL 3/1 PRIOR TO CONNECTION TO ROAD DRAINAGE SYSTEM • co - DTL 3/1 TAPER 10 TO 1 }ITS TO EXISTING ASPHALT EDGE 20' 18' "" 15 c,: I 2' ASPHALT CONCRETE 4' ASPHALT TREATED BASE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS, SEE SEC. 4.02 2' ,_ z UJ :::; UJ i LL 0 UJ (!) 0 UJ RANDOM FILL FILTER FABRIC 4' PERF PIPE 1 1/2" -3/4' WASHED ROCK 24' MIN. TRENCH X-SECTION NTS SLOPE- ~~/ PLAN VIEW OF ROOF NTS TO ROAD DRAINAGE SYSTEM 2' X 10' LEVEL TRENCH W/PERF PIPE J":JERFORATED STUBOUT CONNECTION -EX SSMH RIM = 414.23 SITE BENCHMARK 'B' ( PROPOSED CB SCHEDULE # TYPE RIM INVERT COMMENTS CB1 1 412.00 407.02 GRATE CB2 I 411.59 406.61 GRATE CB3 ·1 409.75 406.40 GRATE CB4 1 409.65 405.90 GRATE PROPOSED PIPE SCHEDULE PIPE TYPE LENGTH SLOPE, COMMENTS CB1 TO CB2 12' RCP 97' 0.42% CB2 TO CB4 12' RCP 44' 1.61% CB3 TO CB4 12' RCP 156' 0.32% DTL 1 /1 p DTL 2/1. FRONTAGE IMPROVEMENTS " FRONTAGE IMPROVEMENTS'. NTS (102ND AVE SE) NTS (SE 192ND ST) 1 1 m 100 SE 187th St SE 188th t ~ 10204 S[ 192ND ST 98055 VICINITY' MAP LEGAL DESCRIPTION: THE SOUTH 200 FEET OF THE WEST 150 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWt:ST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. EXCEPT THE \'ltST 12 FEET THEREOF DEEDED TO KING COUNTY BY KING COUNTY RECORDING NUkiBER 1728889; EXCEPT ROADS. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS, AND RESERVATIONS OF RECORD. BENCHMARK: KING COUNTY BENCHMARK NO. RENT1906 FOUND CONCRETE MONUMENT W/ BRASS PIN ON SURFACE AT HOUSE #10020 ON CENTERLINE OF SOUTHEAST 192ND STREET. ELEVATION = 374.86 U.S. FEET. SITE BENCHMARK: SITE BENCHMARK 'A' TOP NORTHEAST BOLT ON FIRE HYDRANT ELEVATION = 4i1.39 U.S. FEET. SITE BENCHMARK 'B" RIM OF SANITARY SEWER MANHOLE ELEVATION = 414.23 U.S. FEET. VERTICAL DATUM: NORTH AMERICAN vl:RTICAL DATUM OF 1988 CONTOUR INTERVAL: 2.00 U.S. FEET ABBR.EVIA1'IONS BLC BUILDING CORN£R C -COMPACT ca -CATCH BASIN CL -CLASS CO -CLEAN OUT D -STORM DRAIN MH MJ OVHD PL MANHOLE -MECHANICAL JOINT OV£RHE:AD -PROPERTY LINE RADIUS RIGHT-OF-WAY DDCV -DOUBLE DE:TECTOR CHECK VALVE R R/W s -SANITARY SEWER SQUARE FE:E:T SIDEWALK DI -DUCTILE IRON DS DOWNSPOUT 0/W -DRIVEWAY EL -ELEVATION ESMT -E:ASEME:NT FD -FOUNDATION DRAIN FDC -FIRE DEPT. CONNECTION FF -FINISH FLOOR FHY FIRE HYDRANT FL -FLANGE JOINT H/C -HANDICAP IE -INVERT ELEVATION LF -LINEAR FEE:T L/S -!.ANDSCAPII/G LECENIJ: .DESCRIPTION STORM SEWER SANITARY SEW[R WATER AC PAVING SQ FT S/W TC TP U.N.D. s w E N NW SW N[ SE f ,' ',"j ' • ,4' · .. ·. xx.xx r- TOP OF CURB TEST PIT UNLESS NDTE:D OTH£RWISE: -SOUTH WEST £:AST NORTH NORTHWEST SOUTHWEST NORTHEAST SOUTHEAST EXISTING EX STORM EX SEWER -~-- xx.xx r- CO/IC. SIDEWAI.K SPOT ELEVATIONS CONTOURS PARKING ---50--~-· 50-- STORM CA TCHBASIN SANITARY SEWER MANHOLE: WATER VALVE: FIRE HYDRANT UTILITY POL[ DECIDUOUS TREE CONIFER TRE:E LIGHT POLE GUY WIRE WATER ME:T£R TELEPHONE MANHOLE: YARD DRAIN G<\S MITER CLEAi/OUT POWER MITER BOLLARD MAILBOX 0 • 0 0 []]I]] ~ ff, • • lt1~©~~w~~ \ju AUG O 2 20:7 ~ K.C. D.D.E.S. * C8J CD am [I] @ ITO I . ::ii t;i:; e-.· 'SI: C/J ~ ~~ ~ t;i:; lQ e,..V)~ ~ ~~~~ h ~ ~ ~~~~ ::i:: i:i:: C/J ..... C/J1~ ~ ~ ~ ,._·"') . q ~t;i:; ~t ...:i ~vj~§ ~ ~r,q~O C/J I;.) f;l~~ ~ !-.; ,t: ~ i:t, ~~o~ ::;: ...; h ~ q ~~- ~ h "'l 0 23~ ~ 00 "-1 e::: I;.) ~ ~ ~ <;1.) 0 :, ~ en. )( 0 ~ • ... '-' " (0 () (/) 1/l ~~ 0 c:: 1/l 0 '/-~ "' ") ·-~ L.,.J ">t ;:::, ~ z I 1---j N z 1/l ·:Q j IX) >..-,,..., w..,: N l"l IY 0 ,+,J a.. "' 1/l ON IX) '-' w. "' ,,..., (J) ,c( f - ~ <Id ~ ... E '- --0 0 ... -u z O • -,..q Lu~~ ¥ C ,:.: a, .. -IX) ., w ,+,J ..,.. ~ E w (/) 0 0 o :x: ~ c:: -I ._ VI ... -u 0 lllO 0 >-LJ (',I ·-~ 1-,......c(/) w (ll O (J -.J .. z > 0 .... 0 ... co .J )-(\j c:: -''-':;j:Olll ::) ..,: I :I • 0:::: -o ...... (/) ..-I w z w::.:::·· ~ w ._ u~ U O W,c( MAIN riLE COF• :x: u C) Zc, UVl . s (/) 1/l 0 Ct'. ">t " a, 2. w '-' w 0 co z IX) c:, -IX) (J ('.) "<t -~ I 0 z N 0 L.,.J 1/l :.e J, u IX) ,,..., ci'. 0 "' 1/l .. 0 N >-"I ~ .._, CD •: zO ~z ..,: CD "'0 l:J''b C-, I TAPER 10 TO 1 TO EXISTING ASPHALT EDGE EX CB W /SOLID LID RIM = 410.08 CONCEPTUAL DRAINAGE PLAN DANIEL NGUYEN ,~HORT PLAT LOCATED IN THE S. w. 1 / 4, OF THE S. w. 1 / 4, OF SECTION 32, TOWNSHIP 23 NORTH: RANGE 5 EAST, KING COUNTY, WASHINGTON W.M., N w _/®11ii! EX SSMH ~ RIM = 412.17 g I 12" ADS E.= 406.56 12" DI S.= 406.24 5' ASPHALT PAO SIDEWALK TRANSITION LOT I K.C.S.P. NO. 383072 HOUSE s ALL NEW HOMES SHALL DIRECT IMPERVIOUS RUNOFF TO PERFORATED STUBOUTS PER DTL 3/1 PRIOR TO CONNECTION TO ROAD DRAINAGE SYSTEM 20' DRIVEWAY START 5' OFF OF PROPERTY LINE FRONTAGE IMPROVEMENTS DTL 1/1 CURB & GUTTER 5' SIDEWALK * CONIFEROUS fREE if! DECIDUOUS TREE Tl: 24" JUNIPER T2: 20" JUNIPER TJ: 20" HAWTHORN EX 12" RCP IE=409.00 (TBR) 14: 32" PINE 15: 18" SPRUCE 16: 20" CEOAR 17: 8" JUNIPER 18: 15" PINE (2) 19: 14'' BIRCH (2) TIO: 20" BIRCH 111: 18" PINE !12: 15" FIR !13: 10" CHERRY (3) Tl 4: 8" ALDER Tl 5: 12'' ALDER RELUCATE F.H. {) BEHIND SIDEWALK SITE BENCHMARK "A" TOP N.E. BOLT ON F.H. EL = 411.39 U.S. FEET EX CB W/ROUND LID RIM = 409.65 12" RCP S.W.= 405.90 12" DI E.= 408.30 CB4 REPlACEMENT OF EXISTING CB EX CB W/SOLJD LID RIM = 410.64 UNABLE TO OPEN ~ , 1 :i I I Bs I "" I I I S89'26'07'E 138.01' ---120.01' ' 18.00 • I I I 16 . II* Tl 4 if! !15 I.... ----------I .I .. · > I .. • • '4 • . J .. ·. ]';:; ~ S89'26'07'E 58.39' ~cl/I··'- :.!;··· ···1· .·.· r,-. ~ • ·· d .I; CONC. ~ . ·. :;,. I• •>les ·.· · ~I " _11,, c:,,,1---~---_jj_ 0 HOUSE F.F.=414.2± LOT 1 6,965± SQ. FT. ll90'44'16' RA0=25.00' ARC=39.59' ------ LOT 3 6,521± SQ. FT. (TBR) if/ T13 I I ~ I-:::__ _ _ S89'26'07'E 61.62' (;/ I ~ T11.-* "'· Tl 2 !:!1 if!T10 @ I -· t1 5 ~ / POWER STUB I g (TBR) -~ c / PORTION OF CONG. T9 if! l"' / \ '--TO BE REMOVED (TBR) ~ I CONG. ) POWER STUB I I/ (TBR) --..__ --~ )\.- 5 I~ LOT 2 6, 778± SQ. FT. MB TO BE RELOCATED !i! rn* I N :;,: LOT 2 K.C.S.P. NO. 383072 EX CB EX CONC. EXT. CURB RIM = 411.74 HOUSE --12' RCP W.= 409.19 ~~~~21>~~~::a.--0 33 .o7' ___ _,__T1""',Jr'--T2 _ ~· m __ 0.::.RM_.cL..-. ·--·------...-'-... -~-~1-2'_c~-~=-4~9~34 TAPER 10 TO 1 DTL !ITS • ro - 3/1 ' TO EXISTING ASPHALT EDGE PORTION TO BE DEDICATED 138.01' ASPHALT EDGE FOR. ~-o~w PU~~os~ • • • . • . r . • ' • L~5'~A:SP=HA:L~T ~PA:D ____ Lf--------- ® ~EX SSMH RIM = 410.79 ii! C82 R=35' 1o ASPHALT EDGE ~ - ~Airy -~5=54'630 (CALC'D & Rl,R~~""",,---'---$-/-::::E5~====-=2:::t ..• t •• j. N~~g~jis'".~o...,;7~·w .... ·~· .... ·~c~A~L""""c~of&[····~ll'""1~.R"'"';~t~•··""".s. j:J=ffi· ~:-=~~f:~f~ESJ22~::0;,:,.;.;.:.:.:.....:=ch-'"':::::::::::::=---::-:.< ---- S.S. I f).zNJ) ST. i~%1ii6N 12' (EXISTING ROW) 16' DTL 1 /1, NTS CURB RAMP 30' ROW AFTER DEDICATION 18' DEDICATION 5.5' 8.5' 2% 1' MIN. SIDEWALK CONC. VERTICAL CURB & GLITTER 2' ASPHALT CONCRETE 4' ASPHALT TREATED BASE AODmONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS, SEE SEC. 4.02 (NEIGHBORHOOD COLLECTOR) 20 , DRIVEWAY RELOCATE START 5' OFF OF BY PSE PROPERTY LINE FRONTAGE IMPROVEMENTS DTL 2/1 CONCEPTUAL DRAINAGE PLAN t" =20' 30' 8.5' 5.5' w w f--z 5 ::; z w ~ ~ ::;; 0: w w w ?,: a.. a.. a.. 0 0 u. 0: 0: 0 a.. a.. w (!) <(J 0 2% w "'~ .. ! :.o· ' •. O· .• .. 1' MIN. SIDEWALK CONC. VERTICAL CURB & GUTTER 16' 2% 20' 4' (,a.J ~ I 2' ASPHAlr CONCRETE 4' ASPHALT TREATED BASE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS, SEE SEC. 4.02 FRONTAGE IMPROVEMENTS DTL 2/1. FRONTAGE IMPROVEMENTS • (102ND AVE SE) NTS (SE 192ND ST) f--z w ::;; ~ a.. u. 0 w (!) 0 w • "' RANDOM FILL 24" MIN, TRENCH X-SECTION NTS FILTER FABRIC 4' PERF PIPE 1 1/2' -3/4' WASHED ROCK SLOPE - ; PLAN VIEW OF ROOF NTS -TO ROAD DRAINAGE SYSTEM 2' X 10' LEVEL TRENCH W/PERF PIPE PERFORATED STUBOUT CONNECTION EX SSMH RIM = 414.23 SrTE BENCKMARK '8' ( PROPOSED CB SCHEDULE , TYPE RIM INVERT COMMENTS C81 1 412.00 407.02 GRATE C82 1 411.59 406.61 GRATE C83 1 409.75 406.40 GRATE CB4 1 409.65 405.90 GRATE PROPOSED PIPE SCHEDULE PIPE TYPE LENGTH SLOPE, COMMENTS CB1 TO C82 12' RCP 97' 0.42% CB2 TO CB4 12" RCP 46' 1.54% CB3 TO CB4 12' RCP 156' 0.32% E .. > ... I .t0th Pl or se~' ~r\ 's~o~ S 102nd St u ~ SITE TL#:3223059151 10204 SE 192ND ST 98055 VICINITY MAP LEGAL DESCRIPTION: 1~th ~20oeNAVT THE SOUTH!200 FEET OF THE WEST 150 FEET OF THE SOUTHEAST QUARTER OF THE SO\/THWEST QUARTER OF THE SOUTH'M:ST QUARTER OF SECTION 32, TO~SHIP Z3 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. I EXCEPT THE WEST 12 FEET THEREOF DEEDED TO KING COUNTY BY KING COUNTY RECORDING INUMBER 1728889; EXCEPT ROADS. ' SITUATE IN !THE CO'JNiY uF ~iNG, STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS, AND RESERVATIONS OF RECORD. BENCHMARK:· KING COUNl'f BENCHMARK NO. RENT1906 FOUND CONCRETE MONUMENT W/ BRASS PIN ON SURFACE AT HOUSE #10020 ON CENTERLINE OF SOUTHEAST 192ND STREET. ELEVATION = 374.86 U.S. FEET. SITE BBNCHMARK: SITE BENCHMARK 'A' TOP NORTHEAST BOLT ON FIRE HYDRANT ELEVATION = 411.39 U.S. FEET. SITE BENCHMARK "B' RIM OF SAMTARY SEWER MANHOLE ELEVATION = 414.23 U.S. FEET. VERTICAL DATUM: NORTH AMERICAN v'cRTICAL DA TUM OF 1988 CONTOUR INTERVAL: 2.00 U.S. FEET ABBREVIATIONS BLC BUILDING CORNER C COMPACT CB CATCH BASIN CL -CLASS CO CLEAN OUT D -STORM DRAIN DDCV DOUBLE DETECTOR CHECK VALVE DI DUCTILE IRON DS DOWNSPOUT D/W -DRIVEWAY EL -ELEVATION ESMT EASEMENT FD -FOUNDATION DRAIN FDC •· FIRE OEPT. CONNECTION FF -FINISH FLOOR FHY FIRE HYDRANT FL FLANGE JOINT H/C HANDICAP IE -INVERT ELEVATION LF -LINEAR FEET L/S -· LANDSCAPING LECElv.D: .OESCRIE/TION STORM SEWER SANITARY SEWER WATER AC PAVING CONG. SIDEWALK N.EJY xx.xx r--- MH MJ OVHD PL R R/W s SQ FT S/W TC TP U.N.O. s w E N NW SW NE SE SPOT ELEVATIONS CONTOURS PARKING 50-- STORM CA1CHBASIN SANITARY SEWER MANHOLE WATER VAL'•'E FIRE HYDRJ.NT UTILITY POlf: DECIDUOUS I TRff CONIFER ~ff LIGHT POLl GUY WIRE( ' WATER METER TELEPHONE\ MANHOLE YARD DRAIN. GAS METER, CLEANOUT I POWER MEJER BOLLARD i MAILBOX K.C. .s. MANHOLE -MECHANICAL JOINT OVERHEAD PROPERTY LINE RADIUS -RIGHT-OF-WAY -SANITARY SEWER SQUARE FEET SIDEWALK TOP OF CURB TEST PIT UNLESS NOTED OTHERWISE SOUTH WEST EAST NORTH NORTHWEST -SOUTHWEST -NORTHEAST SOUTHEAST EXISTING £X. STOR1VI ---- [X SEWER ---- xx.xx ,- ---~-so~- 0 l!!!IJ 0 [III Lo7.Soo3 ~ ~ ~ ~ ~ ~ C) ~ ~ e,.., ~ ~ t..) • -~ ~ e-; • V) ~~ .,_ J:t:j ~\() E-, ('/) ~ ~~~~ c.;~~t; E-, r:r.. ~ ~ ~ c::, E-; ::i:: ~~~~ :... -r,c' c., :,...· ~~~E-, ~ ~ s, ('/) ~ :::i ~~~c::, '-< 1l:: ~ u "< E-; 1:1::: (.!) t:-1 ~ ~~c::,~ '<~ o...; E-, q ~~- E-; C".) 23~ 00 ...;i ~ c.i ~ r:r.. 0 . : a:i > f--w < 0: 0 ,..., ~ f -;i: ... E .._ .. -0 0 ,_ -0 z 2 · -w '-' l< :><'. C "' .. -00 " -. -E 0 0 c -I '- ""-0 Ii') 0 t;; w I VJ . ~ ·-~ W ,-... C Vl ti;o<>-i~ 0 ..•• O -00 ..J >-"1 -'""<"'II ~.!.::ieo';.._ ,_ I w z w ::::.:::'. .. w .. (.)~ (.) 0 W,< . z,..., Ii') " ,,t 0 "' .5! '-' I (.) (.) VJ ____., 0 SHORT PLAT NO. ___ _ KING COUNTY, WASHINGTON DEDICATION APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS __ DAY OF MANAGER, LAND USE SERVICES DIVISION EXAMINED AND APPROVED THIS __ DAY OF DEVELOPMENT ENGINEER , 20 __ _____ ,20 __ DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE EXAMINED AND APPROVED THIS __ DAY OF ·----· 20 __ SCALE: ASSESSOR N/A DEPUTY ASSESSOR PORTION OF: ACCOUNT NUMBER 322305-9151 S.W. 1/4, S.W. 1/4, SEC. 32, T. 23 NORTH, R. 5 EAST, W.M. KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION l-------------------------~...1'------------------------...11..---------------------------------I MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE Of THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS SHORT PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, IN- CLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS SHORT PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAIN- TENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SHORT SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SHORT SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SHORT SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SHORT SUBDIVISION OR BY ESTABLISHMENT, CON- STRUCTION OR MAINTENANCE or THE ROADS WITHIN THIS SHORT SUBDIVISION. PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE Of KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME NAME NAME NA~E NAME NAME STATE OF WASHINGTON, COUNTY OF __ _ jss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. STATE OF WASHINGTON, COUNTY OF --·--- DATED SIGNATURE OF NOTARY PUBLIC---- PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES ____ _ jss. I CERTIFY OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC ----------- PRINTED NAME OF NOTARY PUBLIC MY APPOINTMENT EXPIRES ___ _ RECORDER'S CERTIFICATE ................... . FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF ... QW.E;N. .. f?, .. H!l-.~~ •. P.~~ .. SURVEYOR'S NAME MGR. SUPT. OF RECORDS DANIEL NGU~l£N SHORT PLAT LOCATED IN THE S. W. 1 /4, OF THE' S. W. 1 /4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, JY.M., KING COUNTY, WASHINGTON DEVELOPER/OWNER INFORMATION: DANIEL NGUYEN 10204 5.E. 192ND STREET RENTON, WA 98055 206-369-1061 ZONING, SERVICE & UTIUTY INFORMATION: NUMBER OF LOTS: 3 PROPOSED DENSITY: J PARENT PARCEL ZONED: R-8 PROPOSED USE: SINGLE FAMILY RESIDENTIAL SEWER SERVICE PROVIDER: SOOS CRffK WATER SERVICE PROVIDER: 5005 CREEK SCHOOL DISTRICT: RENTON DISTRICT 403 FIRE DISTRICT: KING COUNTY DISTRICT 40 TELEPHONE SERVICE: QWEST POWER SOURCE: P.S.E. LEGAL DESCRIPTION: (PER STEWART TITLE COMPANY GUARANTY COMPANY ORl)ER NO. 207147218, DATED JANUARY 24, 2007) THE SOUTH 200 FEET OF THE WEST 150 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUA'?T[R OF SECTION 32, TOWNSHIP 2J NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 12 FEET THEREOF DffDED TO KING COUNTY BY KING COUNTY RECORDING NUMBER 1728889; EXCEPT ROADS. SURVEYOR'S CERTIFICATE THIS SHORT PLAT MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND LOCAL STATUTES IN __________ Sep~ 2007 ___________ . P.L.S. CERTIFICATE NO. ______ 40016 -------- 945 N. CENTRAL, STE. #104, KENT, WA (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)652-4955 (fax) E-MAIL: cnl@cramernw.com 98032 ~ S.£ 190TH ST. l ~ N.T.S. S.E. 190TH ST. ~ ---'~ S.£ 190TH PL ~ S.E. 192ND ST. VICINITY MAP lfi1 I~ CC;~ I W ~ rrt\\ S[ P 2 0 2007 lY ~- KC. 0.D.E.S. I L07S0036 w (.'.) <{ 0.. "' _J 0 > INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM-A10LG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. J32-1J0-090. INDEXING UATA: S.W. 1/4, S.W. 1/4, SEC. 32, T. 2J NORTH, R. 5 EAST, W.M. DRAWN BY: T.C.M. CHECKED BY: 0.8.H. DATE: Wed., Sep. 5, 2007 SCALE: N/A JOB NO.: 2006-001 SHEET: 1 OF 2 PROJECT NAME: W,UYEN SHORT PLAT CREATED: Tue Feb 21 08:35:JO 2006 PREV. PLOT: Fri Moy 11 11 :07:35 200 PLOTTED: Wed., Sep. 5, 2007, 14:46:59 i . I ' J ' J SHORT PLAT NO. ___ _ KING COUNTY, WASHINGTON FOUND CONCREJ£ MONUMENT WITH 1 1/4" BRASS DISK IN CASE SSMH --® 30' RIM = 412.17 IE 12' RCP = 409.00 r, L.J r, L.J DANIEL NGUYEN SHORT PLAT LOCATED IN THE S. W. 1/4, OF THE S. W. 1/4, OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASfIINGTON CB W/SOUD UD RIM = 410.0B 12' ADS £.= 406.56 12' DI S.= 406.24 WOOD FENCE JS 0.1 '± S. OF PROP. COR IB.00' TO 8£ DEDICA1ED FOR R-0-W PURPOSES LOT/ K..C.S.P. NO. 38:3012 _J HOUSE ~ N. UN£, S. 200', S.E. 1/4, S.W. 1/4, S.W. 1/4 S89 "26'07"£ 138.01' .J * T14 L.J L.J 120.01.' * T/5 LOT 3 6,521± SQ. FT. WOOD FENCE JS 0.5'± W. & 0.4'± S. OF PROP. COR. \ ~ L.J SHED TO BE REMOVED I r, L.r--~~[J----- S89'26'07"E 58.39' I I I I ! _________ _ RECORDING NO. VOL/PAGE SCALE: GRAPHIC SCALE f'=20' 1 inch = 20 FT. ~---l __ ____.j 20 0 20 PORTION OF: BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASE:D ON THE CENTERLJNE OF 102ND AVENUE SOUTHEAST BEING NORTH 01'18'09" EAST, AS SHOWN ON THE PLAT OF HI-VIEW HEIGHTS, RECORDED IN VOLUME 79 OF PLATS, PAGES 75-76, RECORDS OF KING COUNTY, WASHINGTON. REFERENCE SURVEYS: R1: PLAT OF HI-VIEW, VOLUME 79, PAGES 75-76. R2: K.C.S.P. NO. JBJ072, REC. NO. 8410299004. NOTES: 1. MONUMENTS LAST VISITED ON 2-14-06. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARK: KING COUNTY BENCHMARK NO. RENT1906 FOUND CONCRETE: MONUMENT W/ BRASS PIN ON SURFACE AT HOUSE #10020 ON CENTERLINE OF SOUTHEAST 192ND STREET. ELEVATION = J74.B6 U.S. FEET. SITE BENCHMARK: ~ £!; • "I- l:.iq ~ ~ *n3 I{~J:/~::,.·-,:.:~-::.--=:.:r: .. +=/-:: .. -=.·=~-::.--\:-..... -: .• ~ .... ~:. 9 .... ~~§si§~r, ~ 1//: : .. : . .. . . .. CQ.N,G ••. :·.a .. S89 "26 'OT'E 61.62' T1I r ' L - :it: vi ) SITE BENCHMARK "A" TOP NORTHEAST BOLT ON FIRE HYDRANT ELEVATION = 411.39 U.S. FEET. SITE BENCHMARK "B" RIM OF SANITARY SEWER MANHOLE ELEVATION = 414.23 U.S. FEET. ff! ~ti # 11 rt.~· ~\'...\ +· 4rY CN.C'D S.W. J S£C. COR. SITE BENCHMARK "A" TOP N.£. BOLT ON F.H. EL= 411.39 U.S. FEET CB W/ROUND UD RIM= 409.65 12" RCP S.W.= 405.90 12" DI E.= 408.JO CB W/SOUD UD RIM = 410.6-1 UNABLE TO OPEN ~_A_654.6J' (CALC'D 4c _!!1,_R2_,...__ rr:;:r-v- FOUND CONCREJ£ MONUMENT WITH 11 4 BRASS DISK IN CASE ('] :it: vjf81vi -.. ~ C/) ~"" -~~ :it: ~-vi lO. ~ E=l 1\1 I ~ ~ &l I L..i ~ (I) ~~ w "'~ ! ttl :-. ll:: ..... ~ ..... C) ~ ..... ~ ~ ttl :-. ..... ~ .;;tr ... :·::·:_·:·:.··:.· .... : .. ":-: .. :.· ·:~ ··;_· '::: :.:_ .. ~\ \ @ HOUSE F.F.=414.2:1: LOT 1 6,965± SQ. FT. 17.6't ..1 90 '44'16" Rad=25.00' Arc=39.59' 33.07' I SSMH @r RIM= 410.79 0 I<) I . , . .... : . : • l. *no LOT 2 @ 6,778± SQ. FT • ~POWER 0 STUB GHOSTED LOT 2 3,515:1: SQ. FT. PORTION OF CONC. TO 8£ REMOVED NB9 °26 'Ol"W 46.62' GHOSTED LOT 4 3,263± SQ. FT. CONC. EXT. CURB _riif.T2 n_.,. 46.62' 15.00' r L r L $ LOT .2 K.C.S.P . NO. ;Jl!JB012 WOOD FENCE IS 0.2'± W. OF PROP. UN£ f CB RIM= 411.74 12' RCP W.= 409.19 mm 12' CMP E.= 409.34 HOUSE TREE LEGEND: * CONIFEROUS m££ * DECIDUOUS mEE T1: 24" JUNIPER T2: 2rJ' JUNIPER T3: 2rJ' HAWTHORN T4: 32" PINE. T5: 18" SPRUCE T6: 20" CEDAR Tl: 8" JUNIPER TB: 15" PINE (2) T9: 14" BIRCH (2) T10: 2o" BIRCH T11: 18" PINE T12: 15" FIR T1J: 10" CHERRY (J) T14: 8" ALDER T15: 12" ALDER NB!f26'07"W 138.0 I' ASPHALT EDGE / ASPHALT £DG£ ----~---- N89 '26 '07 "W (CALC 'D & R1}?2) S.E. 192N.O sr. ~ ~:~Y~er Pi~?.~.th!es~ng~~:· 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cnl@cramernw.com , , CONTOUR INTERVAL: 2.00 U.S. FEET PAJ2ENT PARCEL: TAX LOT #322305-9151 23,462± SQ. FT. LEGEND: @ FOUND MONUMENT AS DESCRIBED ID GAS METER @ SANITARY SEWER MANHOLE @ CLEANOUT Ci) TELEPHONE MANHOLE 1!11 POWER METER mm CATCH BASIN ::(7 UTILJTY POLE DIii YARD DRAIN @ LIGHT POLE .. FIRE HYDRANT • BOLLARD ~ WATER VALVE. OlJ MAILBOX 181 WATER METER / SSMH (SITE BENCHMARK "ff) @ RIM = 414.23 w (9 <{ 0.. '-.. _j 0 > INSTRUt.4ENT USED: GEODIME:TER 600 AND/OR NIKON DTM-A 1 OLG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF WAC. JJ2-1J0-090. INDEXING DATA: s.w. 1/4, S.W. 1/4, SEC. 32, T. 2J NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: T.C.M. Thu., Sep. 20, 2007 2006-001 CHECKED BY: SCALE: SHEET: 0.8.H. 1 inch = 20 Fr. 2 OF 2 PROJECT NAME: /.IGUYEN SHORT PLAT CREATED: Tue Feb 21 08:35:30 2006 PR£V. PLOT: Wed Sep 05 14:56:01 200-Z PLOTTED: Thu., Sep. 20, 2007, 9:35:42