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Home My WebLink AboutLUA02-111 - Large Format SUPp-oa-il] ““B-NICHOLSON SHORT PLAT ae IN ‘HE: S.E: 1/4 OF S.E. 1/4, SECTION 32 TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. "RENTON, KING COUNTY, WASHINGTON . DESCRIPTION ae 't. | THE WEST #1? FEET OF THE LAST 12K? FEET w | a \ 3 \ MEASURED ALONE THE, SOUTH LIME OF TRACT. J. \ a | \ Bol, EXCEPT THAT PORTION, JF AKIP LYING WITHIL pew z \ me wesr ero Feer or sao rracraumecn | ° | \ g * WILLMAMIS LAKE WASHINGTON GARDEN Of LON | Zar 7 & | DV Ma @, RECORDED K/ VOk. 11, Peek 84, R6oS | 18 * ee. . ; FEE ore or Pd annnbe- 1 OF KING CQ, WASH, i ae ee 2 Parca 8 f ARCEL A }° |” 5 me" ok revere” t , a 13 al 3 . . : a H| a ime : _£90.t a . ‘ | § ‘ | ¥j 2 | U { | Teac Be? ! , | | | oa | | | ; CERTIFICATE | __LHEREBY CERTIFY THAT _-_THE UNDERSIGNED, THE OWNER(S) IN FEE SIMPLE OF THE LAND HEREBY PLATTED IN THIS. SHORT PLAT. a SURVEYORS CERTIFICATE , THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER . MY DIRECTION IN CONFORMANCE WITH THE ne oesoery E. THE ‘ APPROVALS. ACKNOWLEDGEMENT SURVEY RECORDING ACT AT THE REQUEST OF_P<4OLeY’_ &, EXAMINED AND APPROVED THIS. anton AD. 19. STATE OF WASHINGTON Micnotsond ‘ “un : $s. 7 V} on a ™ om Tt aD Aeameneniy la toa DIRECTOR, DEPT, OF PUBLIC WORKS HIS 18°TO CERTIFY THAT ON THIS. DAY OF iD, RTIFICATE Nes 19_. BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY EXPIRATION DATE 2-8-8/_ EXAMINED AND APPROVED THIS__.DAY OF A.D, 19__ APPEARED : i : TO ME KNOWN TO B (s) + CERTIFICATE. AND Fc ecmienanh te id ae ee RECORDING CERTIFICATE TRAFFIC ENGINEER eoee aun vatimraey ACT AND DEED. Crten ene MFCARD THIS __DAY ofA BMAD (AAD Pre mn PAY OF —_— APPROVALS: CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS EXAMINED AND APPROVED THIS DAY OF , 20, CERTIFICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOFAND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. STATE OF WASHINGTON COUNTY OF i CERTIFY THAT | KNOW GR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED iT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC DATED MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC DATED MY APPOINTMENT EXPIRES ADMISTRATOR DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ____ DAY OF , 20 RECORDING NO. VOL. / PAGE ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER 334510-—0003 PORTION OF: CITY OF RENTON SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., DEVELOPER/OWNER INFORMATION: BRAD NICHOLSON 2300 N.E. 28TH ST. RENTON, WA 98056 425-445-0658 ZONING, SERVICE & UTILITY INFORMATION: HIPABER OF LOTS: 24 iT PARCEL ZONED: R-8 PROPOSED USE: SINGLE FAMILY RESIDENTIAL SEWER SERVICE PROVIDER: CITY OF RENTON WATER SERVICE PROVIDER: CITY OF RENTON TELEPHONE SERVICE: QWEST POWER SOURCE: PUGET SOUND ENERGY FOR BRAD NICHOLSON KING COUNTY, WASHINGTON FOUND CONCRETE MONUMENT W/ COPPER NAIL IN CASE AT N.E. 28TH ST. & JONES AVE. N.E. (RENTON CONTROL NETWORK ID # 266) N. 1/4 COR. 32 Z | N89 °14'18°W 31! ~N - £& ga ese wi _ gy oe 4 N.T.S. es) iS ; i ~~ | ~ SITE | | | { N. 30TH ST. % 4 by XZ G4 QR 1 o\ N.E. 28TH ST. | ._— Ge a ST. | } | } 1 L || . . | “WD = | = YE |S s : ip R@ J = ze | : g ran’ P-4 : S z = N.T.S. VICINITY MAP SH ? OD - I I ( VO L . /P A G E MGR. SUPT. OF RECORDS SURVEYOR’S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF BRAD NICHOLSON IN Apr. 2004 P.L.S. CERTIFICATE NO. 40016 Cramer Northwest 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) E-MAIL: cni@cramernw.com METHODS AND PROCEEDURES: THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHOD, USING A 3-SECOND GEODIMETER TOTAL STATION. SURVEY ACCURACY MEETS OR EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332-132-100. INDEXING DATA: S.£. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, WM. DRAWN BY: DATE: JOB NO.: O.BH/SJAC. Fri, Apr. 30, 2004 | 2001-220SP CHECKED BY: SCALE: SHEET: O.B.H. N/A 1 OF 3 | RECORDING NO. , VOL. /PAGE CITY OF RENTON CITY OF RENTON SHORT PLAT KING COUNTY, WASHINGTON FOR BRAD NICHOLSON SCALE ; LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, | mon = 2 _ OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON SORTION OF S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. _ _ a a a a _ _ _ N) | E. LN. S.E. 1/4 SEC. 32 NO1‘0129°E 516.90° (CALCD) or a oO - - - - ecrree I ® oe aN ~.__ No0°3038°E 400.51° V_---S é - / fi § / ' t =. ' | a / S ie BASIS OF BEARINGS: rae Noe BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN oS ” CITY OF RENTON CONTROL NETWORK MONUMENT ID NO. 266 AND Zim Z| =; ID NO. 1837 BEING SOUTH 70°21'39” EAST, RECORDS OF THE | ation QS | 50 CITY OF RENTON. (SEE PACE 1 OF 3). in Siz co SY SA = - _ | LEGAL DESCRIPTION: a oli = S > iy { 2 | PER DEED OF TRUST REC. #20010730002801 on 9858 = THE WEST 81.67 FEET OF THE EAST 121.67 FEET, MEASURED ALONG THE SOUTH ol < su S LINE OF TRACT 362, C.D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN DIVISION 5 = eB= | | NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, kesl io! es = PAGE(S) 84, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION, IF ANY, LYING S) ois is tc WITHIN THE WEST 620 FEET OF SAID TRACT. ce) x, % @ | | at gt ka NOTES: x SS 1. MONUMENTS LAST VISITED 9-21-01. / 8 ui = | { 3a) uj} mw “ x REFERENCE SURVEYS: a VG 2 (REC. NO. 8207089005) VOLUME 32, PAGE 246. Kg 30” le | (REC. NO. 8006249005) VOLUME 24, PAGE 32. \ fe S 7a) w \ qa | ree eae — » \! | * = ~7 774 =e = - \ ie S S | nie — G AS SH 26 nies j= ; | Sa Wu (2 a a «S 3 Ss g ae lw B ES sh =~ mY ag® eis =5 J K i Ne ~~ 2 ! mm & x y x= (ae ww Wo { xu weccctot wy a = ' =x es ‘ 8 = S00°44'37°W 453.49’ _ ¥ = 8 te | wa 1141.49" T — : : —— ‘I =) ‘ . = =e GE ee 3 : / 115.00" | T 7 T9500 | &4+.J, | 30:00 A gs 5. SN | “4 t MW ¢ | | Q : 10.00 f a a by & ' ' to 8 = Is # | ‘} 8 cr | = = Sl | ol eee oe ee _ ’ w : iy Pi tb OME tL _ 52.00 hcg | Ss | B15" x 86.18" ! a S y S Ko ny Ta! ” es toa! WATER EASEMENT ~ = > x = % . Secs x co oe, % Coote at ak aed aiieiatientatindantindientintaatatadiatn teint YW e ma . ~~ & 3 N as i ' Oi i . fe | | & Ios BP iS _ 8 = * S an = 1 it nts Cea \ / 38h . 4s ee ‘ ae pe = ~ ~ 5 ft : SG ; ye Fo “‘B : « S Be by S88 PO [eh 2 a 1 ims = he eo | / oso. cB . S is x <. 6 oe ies) =) ao S , bas 9 Ho. fe: | ! in 5 = “4 boil “ —~ 16 = oS ~ nN N = 85 rs g = | 2 8 “8S 0 BOY Re “8S ea tie + = = fe Nags ) = a * g ‘ aa Bi 6g 5 Is [gs = R fs - fo ae a = 20 Ve 20 8 ee | &s & See Q 5 es . in & = = = 3 {2 5 1 8 | sé “ IZ ® Bu 2 2 = 2 Kb rc D re + | <x 5) 1 / “ 8 S| 2; 3 LL ee Eo L “oy oan © ene — = © 2 92.01° ot Hi _ _| 20.00" _ 10.00 ~ o ‘ © 115.01 ae alleen tt ag & _NO1‘24°47°E 450.75’ \ : 95.04" me i Q \ | an = a \ ee-ce | | > \ | \ = |__E. LINE, W. 620’ TRACT 362 \ | IQ \ C.D. HILLMAN’S LAKE WASH. < ee GARDEN OF EDEN DIV. NO. 6 ey ; > | aa SS | < ! a\ \ | ae | : a & a aw | 2 a | OaS I ~ \ 5 Re a" ~! 2 = | aes S| e Bs S| x% Si rat a S| 8S oi ~ BA Eg | ao | 7. \ a: | : a * 2 of | S.. O 2 \ | a | S =u \ isa _% _— “a \ + =a la es Eee = A eee 3 S \ NE ey Nz8 6 = = . WEST LN. TRACT 362, C.D. HILLMAN’S LAKE [. Sy 0r < Wy SM Eee eee WASHINGTON GARDEN OF ENEN 1} * | Q7S0R 2 pT RFE SIS ES SEB ie asthe SHINGTON GARDEN OF EDEN Div. NO. 6 | | Z>Z=K0 Qa ‘ ; \ eee ee casio SSR cern @ = ee = boo SSuS\ “~ NOM24 27°F I = Rso<¢e i a O \ \ S METHODS AND PROCEEDURES: THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHOD, USING A 3-SECOND GEODIMETER TOTAL STATION. SURVEY ACCURACY MEETS OR . [A “Surveyors Planners & Engineers EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332-132-100. r — C : INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. HOUSE ADDRESS SYSTEM: ¥ 945 N. CENTRAL, STE. #104, KENT, WA 98032 : seamen THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: (253)852-4880 (local) DRAWN BY: DATE: JOB NO.: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE —_ J We Mar. 17, 2004} 2001-220S! 10209. INDIVIDUAL ADDRESSES WiLL BE ASS'GNED TO THE * 1-(800)251-0189 (toll free) OBHy an | Wed, Mor ia 2 ae <_ wal ; L ENTRANCE OF EACH RESIDENCE OR BUILDING iN ACCORDANCE WIT MECKED RY: cr a / cuceT. KING COUNTY CODE 16.08. — — 4955 (fax) CHECKED BY: SCALE: SHEET: @cramernw.com O.B.H. 1 inch = 3O FT. 2 OF 3 RECORDING NO. VOL. //PAGE CITY OF RENTON SHORT PLAT NO. KING COUNTY, WASHINGTON PLAT CITY OF RENTON SHORT FOR BRAD NICHOLSON SCALE: LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, 1 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON GRAPHIC SCALE 0 30 0 30 PORTION OF: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. inch | E. LN. S.E. 1/4 SEC. 32 NO1°0129°E 516.90° (CALCD.) a a ts ae He “NO °30 '38°E 400.51 +—2 ) ‘ (CALC D. / BASIS OF BEARINGS: REFERENCE SURVEYS: LEGEND: fr, & / BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN (REC. NO. 8207089005) VOLUME 32, PAGE 246. EX UTILITY POLE 3 _ / CITY OF RENTON CONTROL NETWORK MONUMENT ID NO. 266 AND oof - we ID NO. 1837 BEING SOUTH 70°21'39" EAST, RECORDS OF THE . Ne SQ) 2 CITY OF RENTON. (SEE PAGE 1 OF 3). VERTICAL DATUM: @ UGHT Post ° “of 5 SP: NAVD 88. ui f lz —3 GUY ANCHOR a , rater i= LEGAL DESCRIPTION: WS \ = a ee ee FOUND CONCRETE MONUMENT WITH COPPER NAIL AT INTERSECTION 15 =e ae THE WEST 81.67 FEET OF THE EAST 121.67 FEET, MEASURED ALONG THE SOUTH 2 ae \ XW S\ wi¥ LINE OF TRACT 362, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION OF’ IVE. 28TH ST. d& JONES AVE. NE. (RENTON CONTROL NETWORK ma WATER METER bs wi % . SE ZSz8 ~ NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, # 266) ELEVATION = 247.87 U.S. @ FIRE HYDRANT \ ug = PAGE(S) 84, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION, IF ANY, LYING \ gS ~ WITHIN THE WEST 620 FEET OF SAID TRACT. SITE BENCHMARK: + @® WATER VALVE me oie SO < NOTES: SET P.K. NAIL AT ENTRANCE OF | iT? 8 2B S | : EAST ASPHALT DRIVEWAY. 0 WATER SPIGOT ie x ez 8 1. MONUMENTS LAST VISITED 9-21-07. ELEV. = 315.35 U.S. FEET. © | = ee) 8 Jf MD CATCH BASIN a en a ea © J/ > CONTOUR INTERVAL: 8 Q | $ boos : LLYI LIL a SANITARY SEWER aw Pe io 5 ® WNWIILLIGE. wt 2.00 U.S. FEET. Pore Fg 8 1 gfe pis MLL LL iad } ows | JL ie ee 3 Tg) oe 2 VM py, fo. GE a8 S ee ee LIVI LMA f PAE oe Sp Sn a a) i so APU LALA LISI L LI Lok pa wy 3 = = lo lew . << © © | me Qa : / . é /f /: rey > = x 5 | = “a ieun> EEE} : / ‘ So. S i 2 ¢ ~ oe LLL hy yy | is <u) 7 en ae ee VAI LSS AP Sf) fy au w we 3 = izzy BoP DELAY ITLL) zr wy Q Ss We \! = | IS a2 } ASKS é VS fi) a= & S x aw . { a _ Gx — ; df. } = SS iS) o§ ree} = _ 7 ee : LO» of OSE OM hh (a : . . — : Oo \ $ Witt. [QM “ : rn © 3. | 3 fO : sss of [eS ; ; ny. N . . : ! | a | = on i DOG Ole - a is s _ x as Q + XS \ ee 77 TiLK SERIES! bh i g/t an - Lon S00°44°37"W 453.49° * a | | - |: IK Po ‘ a fe : a bed 4 ig Se _ eA sae) E 1 ’ i , ' : t ‘ a : hyp ET AL EL ARG CC * — : < ———. = 3 a x an —_ ig DL aq re fy VP} oe > j Hi i i | ee cconsoe 7 lag ELEOUAELTAL TEETER =, ’ KF | te o% Sw OE pee ceanant | - f best Se [aed Q& » @& if = i : /E - a ae co © LEEKS PLE PHP alg a S ~ os I eS | a ASPHALT DRIVE eo} | 8 ee nin toe | Pht a" mies 2 ‘oh ° Ee ne it ee | eee eee nee eee” oe i ne) : | 4 5 Pa raacaen| ie LT EY © wi whiz & St a | = $ 5 { {\ we —~ = | =a OE OGLE he GNA ok St Be BK = Sw Cy “ | & S 5 8 HLLPR & HE NO aN = % 3S ts iy of a | OI e w 3 OL KR Lae e > & #& 3 a os [ i wm FY S S 3 LR BE PL ml \S S§ “\ wee es 68 ee . goun | > rt: ve ue om s\Q WwW ~e & xt 00 S DH 5 : - Ls ue WE Esp Bras 2 “ ee RSS a, M\<s = oso | N wok | N a =e ys ry A N . HS 4 * — oS Ss Ni . 3 WSS zi \, “se Bs x iS 2 abr | o® | - Ge we ecb.) Sh B X fe) x \ | ALS) Qh- | Q | ~ za a oa a Qa tt (o) 6 8a vant ie OS : 8 BN on , |e SE 8 ee | Wn 3 ~ —_— Q a WL NC Se > Sar § so yyy aneu ¥ OVERHANG tr nial \ ar e aS 78 AVA F ( a ~ * “6 2 " - \ ‘ | & WG pl oO eat & E. LINE, W. 620’ TRACT 362 NO1°24’47°E 450.75’ N.S ‘ a = ok oo BS. . 2 =< FH . go. C <a | cs 200 | = Eq 14 o C.D. HILLMAN’S LAKE WASH. <a) : =U a Vets 17 ---@ <S8Ss= L man) . = GARDEN OF EDEN DIV. NO. 6 ‘ -—--7 |“ I | <2 wo . a ads cane on ' os | | . 99 Sx 5 4 oS B a / Ning _~---7 | aa | iW GY wo ) & i ork _—_- - | . EF wa 5 wo a ty 2 / 7 RA Ok So a 5 G | € § ~~ | NN EB Lat SE 8 a § PE UNG oT 1 ee 2 | 4 8h 28 ca ; \o | yl \iof | oo o Qa fa wo Ny E 8) O 2) . HN > = Oo <9 * N we xo vtoawy € | wba Sa re + : Mi st Ge oa) Wo an _—— > \ ; (=) vi Qual & ! (@) i \ . Sk © i+ rz ' mS a XY Nw you a F oO > me eo % ; 1a cy ; GSS N i - 2 zz ! LN i ss te) ! | rus bh ; cop | Ht ; \ ‘ €@ 50" fo | ed \ / , SS) . | ey, ¥ é Siz * i = <= * / ORRE \ } i ss ly | BH 1 fade ER SS L329" i HLS Lid O WEST LN. TRACT j Nei 2 . Vee! iN TeAe | 362, C.D_ HILLMAN’S LAKE !' J gmx < \ SS Se ee ee ee + ASTUNGTON GARDEN OF EDEN DIV. NO. 6 ' / 2226 aa NY SSUES Ge Ee ee ee Se ee ea , > lyr NO124'27"E a J PI$s2> j ah : \ —— SY HOUSE ADDRESS SYSTEM: THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE RANGE OF 10209 TO 10299. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. Cramer Northwest Inc. & 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cni@cramernw.com Surveyors Planners Engineers METHODS AND PROCE EDURES: THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHOD, USING A 3-SECOND GEODIMETER TOTAL STATION. SURVEY ACCURACY MEETS OR EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332-132-100. INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. EXPIRES 07/22/20. SISSWOARAAVAOAII2AG DRAWN BY: DATE: JOB NO.: 0.B.H./J.A.C. Wed., Mor. 17, 2004] 2001-—220SP CHECKED BY: SCALE: SHEET: O.BH. 1 inch = 30 FT. 3 OF CD : LS K 1" = 3 0 ° PA P E R SP A C E : YE S ST A : JO B NO : 10 / 0 8 / 2 0 0 2 PL O T SC A L E : PL O T DA T E : :\ C R A M E R \ 20 0 1 —2 2 0 \ XF B A S E XR E F : FI L E N A M E : 20 0 1 — 2 2 0 £ 1 N 5 » a -e «| — Arom61.82" | SN =) 8h eH a N bre 150 . i | 3 — | Ro i : 2" Sa ae ee MAPLE-—~-— CEDAR i - et eee . | : Ss 2 — Dwi 74 —_—— CLO near OhSy-—ttp o. mo es ee ee ALL NEW HOMES SHALL ROUTE ROOF AND DRIVEWAY RUNOFF TO INFILTRATION TRENCHES = ———— pais Se (DETAIL BELOW). 25 LINEAR FEET OF TRENCH IS REQUIRED PER 1000 SF OF IMPERVIOUS , CEDAR rt al SURFACE. a 4 22 — a of AT CEDAR ¥ i Se ee ee 32 8 re aw Ls = 12"CEDAR my veh ; NO SCALE yaa oe ‘aon mo N © O <C | 5 10,850 SQ. FT. | ~ OBSERVATION PIPE 4” RIGIO OR 6" FLEXIBLE te > & | to (0.25 ACRE) p—-f- eS pm snc ~ PERFORATED _PIPE GRAPHIC sc 1"=30" C5 | ) FF=296 © | | = } mel J 7 20: 4 y foi eS aan oe Se eens Oo & | / sume 30 0 30 os MO wy CE VEY 6 ] J INFILTRATION TRENCH W/SOUD UD [=) _ ' Crry ME, BO one a or 2 TY OE NEPLAN iy _ FRONT SBTBACR™ LEGAL DESCRIPTION: BO = ac ON S26" CEDAR ) a PER DEED OF TRUST REC. #20010730002801 i, = Ts 2 — — N89°08'28"H 1 “VS 77,72" - PROFILE VIEW DRAIN THE WEST 81.67 FEET OF THE EAST 121.67 FEET, MEASURED ALONG THE SOUTH a cL R 02 L, 24" ceoan he | | LINE OF TRACT 362, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION as CEly ; = ahs Io, NO SCALE NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF-PLATS, Cal Ep ear deiaieisias vile OVERFLOW: PAGE(S) 84, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION, IF ANY, LYING FRONT SETBACK Hy. PERFORATED PIPE MOLE SPLASH BLOCK , WITHIN THE WEST 620 FEET OF SND TRACT. 296 i: : —RRRRRRR | 72004 SQ. FT j e" vt maaan " BENCHMARK: : (0.16% ACRE) AN e ) SET P.K. NAIL AT ENTRANCE OF | FP=298 em | % =a EAST ASPHALT DRIVEWAY. 50. P Odare 1" /IMIN ‘ / Gal |wasHeo rock Losses + | 5.0° MIN ELEV. = 300.00’ (ASSUMED) an - | \ LS 12 ans 1 1/2°-3/4" “ERB as . : {1'j ok Be rm) fe | .. “ 4! SS SE oe ee eee MESH ; ~ MP W/ #3 j Diners at eae: Li a Su ta CONTOUR INTERVAL: tr, Os ye , A 2.00 U.S. FEET > 3 oy CREAR SETBACK O Z £¢ woe ee he / *i ABBREVIATIONS © Ps | / : | OBSERVATION PIPE mi < \ | Fs X 4-6" PVC PERF PIPE BLC ~ BUILDING CORNER MH - MANHOLE > Q \ N89'08'24'W Cc - COMPACT MJ —- MECHANICAL JOINT Za Bul \ _ — __ 78.78 COMPACT BACKFILL CB - CATCH BASIN OVHD = OVERHEAD Efe] Pa tee ' CL - CLASS PLO - PROPERTY LINE a 4 4" RIGID OR 6° FLEXIBLE for) - CLEAN OUT R - — RADIUS CRS as S PERFORATED PIPE D ~- STORM DRAIN R/W - RIGHT-OF-WAY S£ REAR DDCV = DOUBLE DECTOR CHECK VALVE S ~ SANITARY SEWER SE of DECK | serBack DI - DUCTILE IRON =i - SQUARE FEET 5 a DS - DOWNSPOUT - @eE 2 || j@ * | ie ara D/W = _ DRIVEWAY 7c - TOP OF CURB “SE / le - a | . EL ~ — ELEVATION 7P - TEST PIT aN ff 5 Sg _WRAP_ GRAVEL ENTIRELY ESMT = —_EASMENT UNO. = UNLESS NOTED OTHERWISE . =. 620 y, HOUSE ‘| ; WITH FILTER FABRIC FD ~ FOUNDATION DRAIN s - SOUTH oy) iL Eo Z | fo | 7 FDC ~- FIRE DEPT. CONNECTION " - West So 7 : “F. Elm 6 FF ~ FINISH FLOOR - 05 f a Vii ee 299.9" FHY - FIRE HYDRANT N - NORTH C 3 LOT 2 F SECTION A FL - FLANGE JOINT NW ~ NORTHWEST 5 | 913 NO SCALE H/C - HANDICAP sw ~- SOUTHWEST 8 / JA ‘0 a ee IE — INVERT ELEVATION NE ~ NORTHEAST gS 4 , ‘14 ACRE) LF ~ LINEAR FEET SE ~ SOUTHEAST s if L/L A | . } L/S = _LANDSCAPING 22 Cm re AA) |e DTL 1/1, INFILTRATION TRENCH v i Z eae: |_--— UNI- GROUP. ECOSTONE NTS ’ : PERMEABLE PAVING, TYP nl - - : OTL 2/' LECEND: Cy ¥ 7 | ; T, oa etn DESCRIPTION NEW EXISTING ;. LF 2 2 5 iH Q fos STORM SEWER - FX STORM 2 é 25 " SANITARY SEWER 5 _£X, SEWER 3 : | WATER ie EX WATER #e [~~ REAR” SETBACK | AC PAVING SHED % 5 a CONC. SIDEWALK z os BS Lor, | 4 DETENTION POND —_eX)| < at & BRR 76664 if J DIRECT FLOW INTO SUBGRADE pele emacs pare, =! %| X| & S ow (ote! Olga} S/S > Ty ACRE) | | SURTACE WATER FLOW CONTOURS 50 ; : | &| FF=300 | ca AT z i" s 3 we THICKNESS g | | EH — UNIECO-STONE PARKING Oe | | 4' 40" NF LTR T ee EL cory eh <= fi SR STE On| cara CEL ©) oa a = Hy 4x40) INFILTRATION TRENCH ILL@- T a I \ ce ae SETAE PER DTL 3/1 (EXCEPT WIDTH) ae, oan, a Maen e 6 ; — QCRPA IPOD _ 620.04 ~ TYPE CBN ; ae | SIE BENCHWARK: | ANDIOR STORAGE STORM CATCHBASIN | FE #96 a? YS “ad Re ee cee (ELev. = 300.00 (ASSUMED +3 ¢ SANITARY SEWER MANHOLE = __ _ _GRAVEL __ be297 t “kee eee St <) a ; Le — BEAM FABLE WATER VALVE Ne - A Meade teen yy, I ian HATER : spa 148 \ an GRAVEL Hei FIRE HYDRANT ‘v NE. 28th ST. a EEE a, STREET LIGHT He / WASPH.~» 5 — — — — — — ~~ Fy 2” t,o Sree 2) oe ASPH, EX 8 WATER N —-—-5 Oo UTILITY POLE es f = — x oe ASPHALT PAVEMENT | eo GRAVEL V Sno I ~ / ay 2, 0 = DTL 2/1, PERMEABLE PAVING TELEPHONE MANHOLE ® | Ld NTS N69°08'28"W 1522.71’ (MEAS.) (B.0.B.) 1322.56" (REC.) 400 FOUND CASE MON DK DECIDUOUS TREE 5 BENCHMARK x a Q Wn 2 DRAINAGE & GRADING PLA eh idee. & 1"=30Q’ ae 1 DRAINAGE & GRADING PLAN 2 UTILITIES PLAN ears CONPLIGY NOT STREET PROFILES & SECTIONS C r am eC r N O r thwe S t In Cc THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, $ ode ‘ DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON SAA aT CSRRENC ee, MS ANS, ENGINEERS, SURVEYORS & PLANNERS \ SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN $255 Cree TO PHYSICALLY VERIFY WHETHER OR NOT CONPLIGTS EXIST “LOCATIONS OF ft g ‘ on “ = a: 7 liege! SCGDENT GIES Gal das) es *reyyere (05°? SUC 15 VaoN toners Steutt eon Ae Cone Ahod o (253)852—4880 (local) or 1~-(800)251-0189 (toll free) (253)852-4955 (fax) [pees (20 os SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS __ E-MAIL: cni@cramernw.com wend PRIOR TO PROCEEDING WITH CONSTRUCTION, i LS K JO B NO : NI C H O L S O N SH O R T PL A T C D : YE S ST A : PA P E R SP A C E : 20 ° 10 / 0 8 / 2 0 0 2 PL O T SC A L E : PL O T DA T E : FI L E N A M E : 20 0 1 - — 2 2 0 E 3 PRIOR TO PROCEEDING WITH CONSTRUCTION. S S ” £ ait fee 6 S> vase eas a ae & e~iee Gr io > | gO Ts a 2 & 5 & —CY MG S lay | / x fall ii Ss 310 — CH) ze ae, /- i im = ie 306 [— ek UY) o|F me +10 Be wef © |a. Siz als 1] uD] eS Siz. Sig AE ule ES ri oe3 g b Slt “af 21a) - O oO du. g Il S$ ~ a nl: ne ee 302 |-- is o1> ate Sl, at oe ed a : iL. om -0,37 ¥ |. . |. hy : a} s ei .) ‘ad cy anal oe a 73 — ‘ ous |. 7 NEW GRADE. Q ° ” " Y) aa ~~ eats, ee >|> es a re oO. |. —— roe og ; O | iy ‘Ripe r pe 298 |—- wis 0 en 289 x a = 12) 1s = EX GRADE Be ee: eer 0]. NID. ? ee Reet =o - Sn eae set Bt eae ca — 097-4 Lit kon 131’ 8° DI } ol “ Ties oa ve pelts Ot - a. elk wales 294 fT ola alo Vo) e « SF in| Ov 3/8. S au Ciag a ioe q AIS > qu} Uae m2) HI. | Shy Sire | a bs >i P| ao Oo > {iu at > ae os Jie I. . pla £|4 Al} H12, Pp} iz éld aick mire . plo 290 [| — bos Edin al ” a2 as -( propdsep ss fy Z, ne IE=297.61 cS “a4 | a © sf 286 aon ik 0+00 1+00 2+00 3+00 ae a i — Oo. ; ripe Se SHORT PLAT ROAD PROFILE 4 E 1"=20' HORIZ. 50 1"=4' VERT. me SE Phy on oo a 6 lw uw = =“ l= = 26' EASEMENT fom te 20' EASEMENT ie a tes be VARIES 20' ROAD (PAVERS = | 12' GRAVEL DRIVEWAY | 2 le fi Me < | ‘a 53 = TT ae wi 5 i fem I Z Epos ne z 5 =i 4 = ud ne | ; Oe SEE PAVING SECTION BELOW SEE PAVING SECTION BELOW = ! . . CONCRETE GRID PAVERS-FIRELANE, 30' EX ROW | 10' DEDICATION je us DRIVEWAY & INTERMITTANT PARKING | “s 55) ot Bl: AL # 4 ' O feo <i aad : COMPACTED SOILAT PERMETER t | ow SOD PLUGS OR GRASS SEED ' | 4" SAWCUT oO. EX, PAVEMENT O. TOPSOIL IN OPENINGS ba FILL 142" (13 Mi) BELOW SURFACE ! WIDTH VARIES rm rE /—— CONCRETE GRID PAVER e. te : j Siew Ge ey rR CoS ‘ =I Py TO 1 1/2" (25-38 MM) BEDDING SAND Ol — COMPACTED AGGREGATE BASE bay x — SIDEWALK PER COR {ET M=! |) — COMPACTED SUBGRADE TD PLAN FR-02 vain CONC. CURB & GUTTER GEOTEXTILE AS REQUIRED COR STD PLAN F-01 TURN UP @ SIDES L— 4" MIN. COMPACTED DEPTH CLASS B ASPHALT CONC. NOTE: 1. BASE THICKNESS VARIES WITH TRAFFIC, CLMATE, AND SUBG RADE. 6" MIN. COMPACTED DEPTH CRUS . 2. MINMUM BASE THICKNESS: 6” (160 MM) RESIDENTIAL DRIVEWAYS, HED SURFACING TOP COURSE (5/8” MINUS) 8” 200MM) FIRELANES & PARKING LOTS. NATIVE GROUND >) vi F vA 2 DTL 1/3, SHARED DRIVEWAY SECTION DTL 2/73, PRIVATE ROAD SECTION DTL 3/73, STREET IMPROVEMENTS (NE 28TH) a NTS NTS NTS 7 i ~ UTILITY CONFLICT NOTE ta otD C i am Ce C N O Ct t h Wwe S [ In (. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, ee ° DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON oS HEstSonta ANG ERR LSESRSN ote Yenc RPO HG HE fo ENGINEERS, SURVEYORS & F_ANNERS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN a 4 TSTMS eP CTER Ak PPARN OF NEY YU CROSSINGS io ' SNF 945 N. CENTRAL, STE. #104, KENT, WA 98032 SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE Teed © L0- (253)852-4880 (local) or 1-(800)251-0189 (toll free) (2£3)852-4955 (fax) SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR [pews 7-76 > Y K-MAll> gailierarnernw.cern SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS PP ia SK C og - I l l APPROVALS: CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS EXAMINED AND APPROVED THIS __. DAY OF , 20 CERTIFICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOFAND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE SET.OUR HANDS AND SEALS. STATE OF WASHINGTON COUNTY OF } CERTIFY THAT | KNOW OR HAVE SATISFACTORY EViDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC DATED MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC DATED MY APPOINTMENT EXPIRES ADMISTRATOR DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS __._. DAY OF , 20 RECORDING NO. VOL. /PAGE ASSESSOR DEPUTY ASSESSOR ACCOUNT NuMBER 04910-0003 | SCALE: N/A PORTION OF: CITY OF RENTON SHORT PLAT LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, FOR BRAD NICHOLSON FOUND CONCRETE MONUMENT W/ COPPER NAIL IN CASE AT N.E. 28TH ST. & JONES AVE. NE. (RENTON CONTROL NETWORK ID # 266) N. 1/4 COR. 7 “44° ‘ ZS OF SECTION 832, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., bei — Sj seacie8 18 1923.34 La 5 On 4 Er KING COUNTY, WASHINGTON i YS ess te SN OLY ga & Yuen ~% SF ea a e —>, 579.2 397- ~ ay Vee Soy 139% 0 BQ 7 h 7H he 7.39. LEAS, ) ‘Ss. AP 4 We Ly" DEVELOPER/OWNER INFORMATION: (rong, 97 oh Pes Nyy ~\ BRAD NICHOLSON OF 13550 Woy * _ oan Age ~ _ 2300 N.E. 28TH ST. “Oye ® Ale — RENTON, WA 98056 NTS . 425-445-0658 2 aks : CONTROL MAP ZONING, SERVICE & UTILITY INFORMATION: NUMBER OF LOTS: 4 PROPOSED DENSITY: 5 UNITS PER ACRE PARENT PARCEL ZONED: R-8 iQ PROPOSED USE: SINGLE FAMILY RESIDENTIAL + SEWER SERVICE PROVIDER: CITY OF RENTON J WATER SERVICE PROVIDER: CITY OF RENTON TELEPHONE SERVICE: QWEST SITE POWER SOURCE: PUGET SOUND ENERGY | N. 30TH ST. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: NEW PRIVATE EXCLUSIVE EASEMENTS FOR INGRESS, EGRESS, AND UTILITIES ARE TO BE CREATED UPON THE SALE OF LOTS ‘ SHOWN ON THIS SHORT PLAT. THE OWNERS OF THE LOTS 1-4 * SPALL HAVE AN EQUAL AMP UNDIIDED INTEREST IN, AND RESPONSIBILITY FOR iii MAINTENANCE OF, THE PRIVATE ACCESS AND UTILITY EASEMENT. THESE MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND ANY STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THE EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS A MINIMUM OF 20 FEET OF UNOBSTRUCTED WIDTH IS PROVIDED. DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT 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 SHORT PLAT. AQUIFER PROTECTION NOTICE: THE LOTS CREATED HEREIN FALL WITHIN ZONE 1 OR 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE # 4367. THE CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FORM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE, EXTREME CARE SHOULD BE EXCERCISED WHEN HANDILING OR ANY LIQUID SUBSTANCE , OTHER THAN WATER, TO PROTECT THE FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. ism \ “o\ N.E. 28TH ST. Diese ee ee N.E. 27TH ST. nh I— 4 0 5 AB E R D E E N AV E . N. E . Pi Tate VICINITY MAP ED M O N D S AV E . N. E . VO L . /P A G E ee ry Peres er ere eee eee eee eee eer ee Peer cece were creseesewrccer sees ess = —§«§-_-«-«_-_— emer cece n cece ccc cree cccecccssecccns SUPT. OF RECORDS SURVEYOR’S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE ‘Cramer Northwest Inc. Surveyors Planners & Engineers REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF BRAD NICHOLSON IN Apr. 2004 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: cni@cramernw.com METHODS AND PROCEEDURES: INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHOD, USING A 3-SECOND GEODIMETER TOTAL STATION. SURVEY ACCURACY MEETS OR . EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332—132—100. NORTH, R. 5S EAST, W.M. DRAWN BY: DATE: JOB NO.: 0.B.H./J.A.C. Fri, Apr. 30, 2004 | 2001-220SP CHECKED BY: SCALE: SHEET: O.B.H. N/A 1 OF 3 SHE Ooa-iIl( . | RECORDING NO. VOL./PAGE CITY OF RENTON SHORT PLAT a ce ee » KING COUNTY, WASHINGTON eA rail SCALE: i lal el 3 i Fe ree se | LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, | inch =< 30 Fr. oon a OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M.,, 30 0 30 KING COUNTY, WASHINGTON PORTION OF: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. . rs res oS EIN, SE 1/4 SEG. 52 SS SNF aE Sie” ; 77 — —_—— ae aye / - - LN, S.E. 1/4 SEC. 32 NO1""01'29°E 516.90' (CALCD) i 7 FT TO _— — = 4—® ! | . oe Nes~—_ N00"30°38"E 400.51' f__-- oy ~~ (CALC D.) — = ' 1 | a Ss <= a | BASIS OF BEARINGS: ae Ne BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN o& -. CITY OF RENTON CONTROL NETWORK MONUMENT ID NO. 266 AND =f S| “Ew | ID NO. 1837 BEING SOUTH 70'21'39" EAST, RECORDS OF THE 1 an ME 50 CITY OF RENTON. (SEE PAGE 1 OF 3). | In Se at. wae be) = -O _ | LEGAL DESCRIPTION: ‘ oe. 8 8 | PER DEED OF TRUST REC. #20010730002801 mm gos = THE WEST 81.67 FEET OF THE EAST 121.67 FEET, MEASURED ALONG THE SOUTH N ¥ sre S LINE OF TRACT 362, €.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION 5 js Ria = | | NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, a in! Sk S PAGE(S) 84, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION, IF ANY, LYING Q alu a WITHIN THE WEST 620 FEET OF SAID TRACT. & x, mF | w = NOTES: a > Q 1. MONUMENTS LAST VISITED 9-21-01. S ui m : uj a) ei REFERENCE SURVEYS: vi cn Ue 2 (REC. NO. 8207089005) VOLUME 32, PAGE 246. sad lz (REC. NO. 8006249005) VOLUME 24, PAGE 32. & | “ a ra a | ta . S ¢ ; S§ _= ts i il | i Ses | 2s ae | Si 4 (CG = os &S 2! S S g- ales “we se 3 Q |. ay PRIVATE DRAINAGE EASEMENT SIS | gs 8 i an a ee Ma a. — i i \ Spc — _%& SOO'44'37'W 453.497 fe vt { | =& \ i 144.49" . nc ‘ os 4! ie - — IN go wo ; 14 160, & T 75.00 “30007 23 ; ' S 8 | } 12140" PRIVATE DRAINAGE EASEMENT | los! | - | INS 10.00 ‘ a A ee P aR Se Ss ee SS 2 SS Sa = 1 a8 | en ren: sid = Sa SE emai Neer ag | el ‘ t ! s 4 : ’ > . ~ | ' iS ku ee ind eS oe ee ee 8 | RB 15' X 86.18" ee x iN Su S re | = ee a <. eciiate. 1 = — ~ 1? WATER’ EASEMENT > a Ee IS x =| oS a ry % i. 1 at : wn oe Se eh pele an ne cee Sos as td i ae ~ RP ru w& YG cS R ra <5 | 1 TR! ro BOR ae ee eas taken : Nile Les ees ~ 8 e| | oe ee Lr rT {38% > IL, dB - S Bl oUSeS 4 & ae o8' Ne sey RY | IR! ae 2 1 B88 ra ee i Se B te) S t £ to i LS Il aa Nn i r ce eee s< é 8 S88 5! of [RI gy s | eee ~ g= & =~ i res S catty) SES Q ira a N~. 8) 4 D | a BS fly ™ S3éa oF QR 1b > © S ww 2 we = Bo u = . oe a x Se < | , wo” 20! : IRs = Rs eI 2 1B Ry , s 3 in 9 = : 3 WL ‘“ng3s° Sor | a at “a? 2 = 3 . a . 138.72 in a 2.01 " ao Lisi gsmemmeen aumleee ieecum il 20.00 = 10.00 . = © ~ s ty 115.04 i | dt tl oa = \ NO1°24°47°E 450.75" = 85.04 - y 8 x \ veneer” — tes . 1 1» E. LINE, W. 620’ TRACT 362 : 1 N \ C.D. HILLMAN’S LAKE WASH. xt ! = GARDEN OF EDEN DIV. NO. 6 Fe] ; & ; oe z , ee ; _ : 1 | at \ Ae & om I ba & OS 1 Ss = es I o \ 2 Hs, + . w . a! od S| is Be S Nas) SI 3 a= o Ex Be © | oe gg = 3 | 28 ms (= tay) by 1 6) 34 cc : a \ - ! | aE 4, es \ . ule - \ | xem eX Ld F © Le) Lu ~ \ WEST LN. TRA bee z = , : CT 362, C.D. HILLMAN’S LAK Syjwor < 3 P ¢ So ee es | WASHINGTON GARDEN OF EDEN DIV. NO. 6 S| 26 g a 5 BEEING) a i SG GY Ha Sa as EE a ss, a ee tc 2 aha 3 EN NO1°24°27"E PSs ai Oo \ \ > METHODS AND PROCEEDURES: . THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHOD, USING A 3-SECOND GEODIMETER TOTAL STATION. SURVEY ACCURACY MEETS OR EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332-132-100. INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. Cramer Northwest Inc. Surveyors Planners & Engineers HOUSE ADDRESS SYSTEM: 945 N. CENTRAL, STE, #104, KENT, WA 98032 THE HOUSE ADDRESS SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: (253)852—4880 (local) DRAWN BY: DATE: 0 ae ADDRESSES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE 4 es . 17, 20 s RANGE OF 10209 70 10299. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE 1—(800)251-0189 (toll free) 0.B.H./JA.C. Wed., Mar. PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH (253)852-4955 (fax) j ‘A CHECKED BY: SCALE: SHEET: ae E-MAIL: cni@cramernw.com. -_ 0.B.H. | 1 inch = 30 FT. 2 OF 3 SHE OB-II( RECORDING NO. VOL. /PAGE CITY OF RENTON SHORT PLAT FOR BRAD NICHOLSON SCALE: GRAPHIC SCALE LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, + inch = 30 FT. 7 1” =30' OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., meme, 0 30 KING COUNTY, WASHINGTON PORTIGN On: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. é “Fila | E. LN. S.E. 1/4 SEC. 32 ‘ NO1°01'29°E 516.90’ (CALC D.) ee Se eg ae "NOO °30 '38'E «03; 1 ' . (CALC D. | | : ~ LEGEND: sche BASIS OF BEARINGS: REFERENCE SURVEYS: : ne = | BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN (REC. NO. 8207089005) VOLUME 32, PAGE 246. EX UTILITY POLE at * : a We CITY OF RENTON CONTROL NETWORK NOY a) ID NO. 1837 BEING SOUTH 70°21'39" EAST, RECORDS OF THE VERTICAL DATUM: ©@ UGHT PosT ‘4 z Nive | CITY OF RENTON. (SEE PAGE 1 OF 3). NAVD 88 — GUY ANCHOR ° qe. 4 me eee fs es \ is. . . . i & So. KY | LEGAL DESCRIPTION: BENCHMARK: § MAIL BOX us , $B = NE ' PER DEED OF TRUST REC. #20010730002801 FOUND CONCRETE MONUMENT WITH COPPER NAIL AT INTERSECTION © Sui aly Sh wig 70 THE WEST 81.67 FEET OF THE EAST 121.67 FEET, MEASURED ALONG THE SOUTH BE ILE 28TH ST. & JONES AVE. N.E. (RENTON CONTROL NETWORK (WATER METER oy yi \ Gl az | | LINE OF TRACT 362, C.D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN DIVISION ID # 266) ELEVATION = 247.87 US. FEET. | eer eu ~ NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 1 1 OF PLATS, R t gfaS8 S PAGE(S) 84, IN KING COUNTY, WASHINGTON, P cm se X | het ie WEST 620 FEET OF SAID TRACT. SITE BENCHMARK: + ® WATER VALVE | 4\° 3 Slnz S SET P.K. NAIL AT ENTRANCE OF bs = | NOTES: EAST ASPHALT DRIVEWAY. ; 7 WATER" SPIGOT- Mw | wi Ry Se ‘| 2b8 1. MONUMENTS LAST VISITED 9-21-01. ELEV. = 315.35 U.S. FEET. eee ay aq] tk. we i - @| 5 . 7 aed i - | bard to ; . S S —|N | | Bhs, e CONTOUR INTERVAL: 6} SANITARY SEWER ce 2 ‘of wh = | : oh6 5 2.00 U.S. FEET. MANHOLE {| 6 S = a 2 | Le = : eo So! ag Df e oO . > Nyse ry la | ity ja tg! a= pe S| Le S) ui 18 oy FH] ow = ‘a THERE SHALL BE NO TREE CUTTING OR DISTURBANCE iy Yl “| 2 26 ia THAT SHALL AFFECT THE SLOPE AREA. THE SLOPE Ww 3 . | =“ a 2 i AREA IS TO BE PROTECTED FROM DAMAGE. 2 & x Q wiabeaw wey‘ iesem os is G = So 32 . 8 = us \! 2 te ae ce iS) = ale { a ast | * = ~ 9 g Pa ae ott We ‘t ‘¢ io | + oF j @) 8 = Gad oe) : S91 oN ra : . x | +t & . a x Be] - 'ey| & wa “o S00°44'37"W 453.49" , « | % Joy ‘| x |i es ri C3 et ien ot ra che ny Lyi XK hie. 1 v | G | wi hae bg 4 | Wy ra S \ (m) . i | © ‘ =< | OVERHANG rae re) J ie (TYPICAL) N / S ea A) = ny : & . og H — ! 3 3 & i R ee oe nq — e b S SS So -: | Cle tofra 45 Oo ly Ss <= 1g Don (oe) . = pe) fea) loo SR ~ " S Ss S oe = OH wodH - tH ~ mY S OH . nern = . us we a SNS S) BRwis — N 67 98 : OS 3 ~ TRL A ra) Ni ec oe rs) 1 O oa peal i) Qirr % ie wk > 8 =“ zl C nfs St | & = ea Sh | Ps 8 a = nw iin = Se 85. a ” % why to \N SS + a ASPHALT ORIVE Ry nq oe iar 3 7° a 12.32'—<" = in a Ve. 8 seme NS VERN ys _ \ © aS Os oO ( . ‘ . e . ’ . ts = ds ‘oka ota | Sa, & a <2 = B =) %, E. LINE, W. 620’ TRACT 362 NO1°24'47°E 450.75' i ‘a \ —t os oe a a = ra 3 o C.D. HILLMAN'S LAKE WASH. i “a \ i : ae te eens kes Rid, - Si GARDEN OF EDEN DIV. NO. 6 j ; \ | ail aw aw sae oe ot te af a ~ a Wo ee ees, Sees eer ao eige 5 ' jet. (3 a 20 a % “8 q \. @y ant} ; (ee i GY Ho w & = Wi = 9 / a a a , win 5 S x -) a u ae \ S | = ee (a) > > exe Se ly S 2 = | =i Sb, ~~ _7 | ») co ww ox S& oO. a+ S 7 ‘A | _ | > Ww oW Su =~ “A ¢ : w Xin by i 1 fam wi oO 34 So eo xk oo of ‘3 = ~ 1 |B zx G.& £e =\ ae 4 xG xe ale, NES © wind Ga ws * Gwe whe Wel ARR se EG \ rue : © Fs oY o& () © lid =F 1 S acl 1H VG hy ee H @ ‘J a & am , : | rer = S @ : R . ° | Sluis a Ml ph ° \ 30° / ; 2 E Oo, ¥ / re) = & Wj —_—> “ » fi had H A z fe S 4 x{d< =O 32.9" / OSS LJ WEST LN. TRACT 362, C.D. HILLMAN’S a % NES < » C.D. 'S LAK jo SP SR eee a Sk SS ne ews GS as mc WASHINGTON GARDEN OF EDEN DIV. NO, : S386 al I Sila me Te tT a Hs Rn ees, mx a a DS ur NO1°24'27"E ~o ; esses _i . O = AN C N th t | METHODS AND PROCEEDURES: i. cS Sky T ramer or wes nic. THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHOD, USING.- SI A 3-SECOND GEODIMETER TOTAL STATION. SURVEY ACCURACY MEETS OR , | Surveyors Planners & Engineers EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332-152-100. INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W. \ HOUSE ADDRESS SYSTEM: 945 N. CENTRAL, STE. #104, KENT, WA 98032 \ THE HOUSE ADDRESS” SYSTEM FOR THIS SHORT PLAT SHALL BE AS FOLLOWS: (253)852-4880 (local) DRAWN BY: DATE: JOB NO. a ADDRESSES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE BHSJA.C. - 17, 20041 2001-220SP . RANGE OF 10209 TO 10299. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE 1-(800)251-0189 (toll free) 0.B.H./S.AC Wed., Mor. 17, 2 PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH : KING COUNTY CODE 16.08. . (253)852-4955 (fax) CHECKED BY: SCALE: : SHEET: E-MAIL: cni@cramernw.com meen en 22/2004 0.B.H: 1 inch = 30 FT. | 3 OF 3 SHOP Of Il( RECORDING NO. VOL. /PAGE CITY OF RENTON SHORT PLAT a FOR BRAD NICHOLSON SCALE: GRAPHIC SCALE 1" =50 LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, ee OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., : 50 0 50 KING COUNTY, WASHINGTON PORTION OF. S.E. 1/4, S.E. 1/74, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. E. LN. S.E. 1/4 SEC. 32 aaa i lie 400.51'(c) i eee 2 a ee ee ee i es oe ay, NO1°08’°24°E at NOOS7'33"E oS bya Ke Y PROPERTY OWNER ge BASIS OF BEARINGS: : ' site . 25 BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE BRADLY E. NICHOLSON Sz Pee OF THE S.E. QUARTER OF THE S.E. QUARTER OF SECTION 32, kk 5 30 T.24N., R.5E., W.M., BEING NORTH 89°08'28" WEST, AS alle au ” eo SHOWN ON THAT RECORD OF SURVEY FILED IN VOLUME 32 Sut GRAPHIC SCALE 1 =50 OF SURVEYS AT PAGE 246, UNDER RECORD NO. 8207089005, VERTICAL DATUM: g sa RECORDS OF KING COUNTY, WASHINGTON. pee 3 s w< Zz a 50 0 50 9458 2 Sw Se LEGAL DESCRIPTION: BENCHMARK: ¢ $235 & os PER DEED OF TRUST REC. #20010730002801 SET PK. NAIL AT ENTRANCE OF : rRa<cgs = ty THE WEST 81.67 FEET OF THE EAST 121.67 FEET, MEASURED ALONG THE SOUTH Othe = no S ly EAST ASPHALT DRIVEWAY. | of LINE OF TRACT 362, C.D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN DIVISION ELEV, = 300.00’ (ASSUMED) © q& NO. 6, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, Go PAGE(S) 84, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION, IF ANY, LYING “Cy: a6 WITHIN THE WEST 620 FEET OF SAID TRACT. arly oS Sr CONTOUR INTERVAL: oe fe) 2.00 U.S. FEET | ® uw ; = |% bf FS NS) 9°. x Ay G Lp) ; x= K aan © Q > 2 Y by = Ob Mii eg 8 EG OS s b cy = = og z w re er ee ‘lez @ g & Ss) s) x > 155 < a we @B | z= Aa ' ee 1S8 R ui . ! < G >< Oj <= cays Sa : = we Wi : me . | gg Siu (GP; =, SSS 5 w * $00°51'32"W 453.49’ B ‘ans | Q ce oe ba) 4 we NS re UG eS o 300 “12 Gan |. ’ OF = & Ze 8 2 : a 8 “SSE Rf: S28 St Su [Bs 3 ie £3 r = eis | eeSP\ ol ss a 13 mnie ee Lo 1 ra ibe 7: bo- oe SS = taj 92.00 Ae 145. BESt jy, as! GS Gy \ | | oe ‘ AVEDA MD ry oO i A “tt : Weg + fe wo LLit EL, | : es merajy—|_ | § ) ad, nba HTL ~~ \WUFeE ee] | _ wom | La - a 3 : sn a aeaeianias | er a WH wo ersas ape 20 s| a , as: Ss 92 — nee os "SOA s| a <= asa” 2k wo wo a) pHa ‘ BS xfese <O a & ae CO ty Ours N i i c& § IR rege a SY ee D ty * vate a= ae] a w 5 Sap l] 8 Wb? RENE ISS , n] Bal I/F wed Pel ae gy BE Be RK | [| oi? tl S jr © as -H 1G rg) os 2 rt ee 1S ry eo $ i SS | NS cH “ x gg 8 =e) Lom Qe £ z = Pos \\ =r] S on [2 m <8 “Oo Zoe x | San tig at Q. s) S $3 , he te PY 5 ~_ ge} Of O wy a = .& re = q \\ ly | 15° 2 S Oo id oa wy | 5 ~ ina oa S = . 3 fi a 35 7) ‘@ WSs |e vg 8 Rs a = gu 58 © 5 =~ = | _, yf NX 20 f at ‘O, - | << a 15 7 . )- = 198 oe ii ‘Ss OVERHANG _: in -92,01' —— ewe ia oe ng eee _ 9 115.01' jou! g ( NO1°$1'42"E 450.75" Ps : 2 Wald gi MN \\\| % a od ogtse % % 3 M4 \\\ 3 8 e Ww ic & s o. N | Qe Yn \ : ee , : ye uo sO = > wo fH Pn | fa 8 © oan 8 ry \ we S RN my 4 We ge 8B % = | a ae oO 4 ane 5 2° 8 ie nc Dee Gee \ GS . er wo oO a 2 os « ¥ 3 RQ ia nN S rs) 294 : al = Gs ’ Ny _ \ \\ 3 = < Ly 4 3S \ Ys ti = ” amy | 5 z rs) o& Nn AG | : 7) *~ \ SITE ct N 9 3 +H N a I \ od = * \ NA > a \ >, N. 30TH ST, “8 ee t = a \ \ § " ; 5 = a \° * Me N.E. 28TH ST. | ba | | 5 > ‘Ww ; <== % % ©. 50 % © o \ O\_ ue cL i yd = S = | INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM—A1OLG Cramer Northwest Inc. METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. \ y r Surveyors Planners & Engineers pel y z INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. zi < 945 N. CENTRAL, STE. #104, KENT, WA 98032 rcnry we 5 8 (253)852-4880 (local) DRAWN BY: alee: JOB NO.: Wor To Some a 1-(800)251-0189 (toll free) S.M.L./0.B.H. Fri, Oct. 11, 2002 }| 2001-220SP (253)852-4955 (fax) CHECKED BY: SCALE: SHEET: ee ee ee E-MAIL: cni@cramernw.com Ex J.A.O. 1 inch = 50 FT. 1 of 1 PROJECT NAME: NICHOLSON S.P. //CREATED: Thu Oct 04 07:30:24 2001 //PREV. PLOT; Tue Sep 10 11:50:09 2007/PLOTTED: Fri, Oct. 11, 2002, 13:09:32 C:\ IModel\ Projects\ 2001\ 2001—220x1.pro SHOP Od-lll nee apes) poe cupapetieaenessanghinment regime se O-~CA\ CITY OF RENTON (AR Js SHORT PLAT CHTOJ KING COUNTY, WASHINGTON CERTIFICATION OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY A SHORT SUBDIVISION THEREOFAND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE | WITH KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE oe THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE 0 IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. Boat Vibberhhua STATE OF WASHINGTON COUNTY OF King | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT ) n SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FRE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE IN ~ AMAA we R. Ty “ey My \ EF ors Ry, BGMATUNE OF Qorcans $6 WOT”. 4 NOTARY PUBLIC A STATE OF WASHINGTON COUNTY OF Sa zoateo _2° ¥ ° +. . F MY APPOINTMENT EXPIRES a — £7 © “a i a f | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE SIGNATURE OF NOTARY PUBLIC DATED MY APPOINTMENT EXPIRES FOR BRAD NICHOLSON KING COUNTY, WASHINGTON DEVELOPER/OWNER INFORMATION: BRAD NICHOLSON 2300 W.E 36TH SY, RENTON, WA 98056 AQUIFER PROTECTION NOTICE: ALL MEW HOMES CONSTRUCTED OM THE LOTS SHOWN HEREW SUALL BE PROVIDED WTA APPROVED AUTOMATIC FIRE SUPPRESSION SISTEMS VEHICULAR ACCESS: LOT 1 SHALL MOT HAVE DIRECT VEHICULAR ACCESS TO MLE. 20 STREET. INSTEAD, ALL LOTS SHALL BE REQUIRED TO UNLZE THE 26 FOOT Wik PRIVATE STREET FOR OCULAR ACESS, RECORNFR’S CERTICICATEC CONFORMED COPY FILED F IN BOO! ul ~20050210900001 CITY OF RENTON SPM SURV PAGEQO1 OF 002 MGR. SUPT. OF RECORDS LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., APPROVALS: sa KING COUNTY DEPARTMENT OF ASSESSMENTS | RECORDING NO. VOL. /PAGE | TH FES S CTY OF RENTON DERARTUDAT BF PLANAING/SUNLDNG/PUBLC WORKS cuales en wens we 1 ww 20.2 = wo ms Bow o EFERRVARYIOS oot NOBLE N/A ° re Ale aeamecacicie DEPUTY ASSESSOR en ee PORTION OF: ACCOLNT MUMER S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. ssaseameneeennetimeniniemmandeeimeninmnansinaan LUA-02-111-SHPL LNO-20-0327 CITY OF RENTON SHORT PLAT (1 - 4 0 5 —— SITE N. 30TH ST. NN | A N.T.S. N\’e\ ME 28TH st. | \e ne 277 ST. - z Z <3 w i al < < z : VICINITY MAP CITY OF RENTON CONTROL MAP VO L . /P A G E SURVEYOR'S CERTIFICATE Cramer Northwest Inc. THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE Surveyors Planners & Engineers REQUIREMENTS SURVEY RECORDING ACT AT REQUEST OF pid BRAD NICHOLSON 945 N. CENTRAL, STE. #104, KENT, WA 98032 IN _ Nov, 2004 (253)852-4880 (local) E-MAIL: cni@cramernw.com | ’ ‘1—(800)251-0189 (toll free) (253)852-4955 (fax) P.L.S. CERTIFICATE NO, 16 PROGECT NAME: NICH INDEXING DATA: METHODS AND PROCEDURES: Bi THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHOD, USING Bt A 3-—SECOND GEODIMETER TOTAL STATION. SURVEY ACCURACY MEETS OR Bi EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332-132-100. S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. N | DRAWN BY: DATE: JOB NO.: | O.BHL/LA.C. Tue., Nov. 23, 2004 | 2001-220SP ST CHECKED BY: SCALE: SHEET: Lactate easel | O-8.H. N/A 1 of 2 : Tue Nov 23 13:52:49 SOOV PLOTTED: Tue., Nov. 23, 2004, 13:57:38 C:\ Joes SohaN FOOT BSOaT pre SH? oo-lll RECORDING NO. VOL. /PAGE ot Rai lal cITY OF RENTON SHORT PLAT eee oe ete eae [yo is SHORT PLAT XZ a KING COUNTY, WASHINGTON FOR BRAD NICHOLSON SCALE: GRAPHIC SCALE 1 =30 sae «LOCATED IN THE S.E. 1/4, OF THE S.E. en tinch = 30 a LND-20-0327 F KING COUNTY, WASHINGTON PORTION OF: 4 8 hae S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. 7 7 aed aed aalcrommemiie cher ——— oe ——-- — — a omens 3 9 / -* NO10129E% 51%.90' (ACD) = "~~ CCC C-Cero Cr On HK Le _ = j mesoe can’, ) nema "1 aaa ' | Th Rar Gr ba > BASIS|OF BEARINGS: BEARINGS) SHOWN HEREON ARE BASED OM TE GEARNGD BETWEEN « CITY OF RENTON CONTROL NETWORK MONUMENT 10 NO, oh OR i . : BN dE A | - | Ey i 8 ! LEGAL| DESCRIPTION ee: \ , a 8 io CE West 81.67 FEET OF THE EAST later WEASURED ALONG THE SOUTH . LEGEND: Gj = , 3 ig LINE OF TRACT 362, C.D. WALMAVS LAGE WAERIEIEN GARDE! OF EDEN DVtSION @ FOUND MONUMENT AS DESCRIBED a ‘ 3 | PAGE(S) BA, IN KING COUNTY, WASHINGTON, EXCERT THAT PORTION, ANY, LYING @ SET 1/7" REBAR W/ CAP *40016/18898" is 7 ‘ wo . me x | 2 NOTES: . a < : S | 1. MONUMENTS LAST VISITED 9=21~01, ‘ x 8 8 ! REFERENCE SURVEYS: : : a REC. NO| 8207089005) VOLUME 32, PAGE 246. Sm rr a Fre NO] 200¢249003 VOLUME 24, PAGE 32. , i lo | ni PLAT OF PEBAR, VOL. 212, PGS. 9-10 ui 30° Z 7) ies | ! “ 188 38 cocaine cca: AMER La, Tana ag erm a ee a a me . 3569 0s ra) ‘ | fa) | x iy 0 it | = ‘ I | ats ny - | > . 8 = OV | garemyeomem, 3} | pgGBse \ | ‘= ‘I i gree \ —?- : ee, | Be at —_— a 26 X 115° PRIVATE | ne, East im eof = Ae ] S00 34 39%V Sorgen agen uene=ccaeas J.-J | / _ 15° X 86.18" 8 = i - WATER EASEMEN 9 : BE 1g | ~ £98.00" ~~ 7 7 > f~ “Tig ie YN ,f£ ! ng —t§ ee Sele | Se hig Nala yey Re a x | = 3 ! Fr te non 400. Ae a 95.00" mead < 0 -}---- 2M B ee I SG a ll co al ' ‘ | z | q < ' = fx] | d Re ' 2 A me ! mye | ‘ \ . O88 ‘ _ 4 ! 8 «\ cee t : nl 3 i i : Ens a1 | i ‘ \ ie a ! =! : i oo a i J. 3 \ aaa Qo | eae cS ‘ Hz a \ <— eee a \ | xf <8 \ —o \ NIN LJ ‘ WEST LN. TRACT 362, C.D. HILLMAN'S LAKE oP esa < \ \ ete in pie i cesses ld ag eect es ooh | -/_ inception! GARDEN OF EDEN DWV. NO. 6 als 2g Q : ‘. NOV2447E. es A \ fe) ‘ : METHODS AND PROCEDURES: \ . Cramer Northwest Inc. ee TT SHED SY FELD TRWERSE METHOG, USWO pe BA 3-SECOND GEODIMETER TOTAL STATION. SURVEY ACCURACY MEETS OR \ i Surveyors Planners & Engineers J] EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332-132-100. . A} INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. 945 N. CENTRAL, STE. #104, KENT, WA 98032 \ _ (253)852-4880 (local) DRAWN BY: DATE: JOB NO.: r 1-(800)251-0189 (toll free) p] O.BH JAC. Tue., Nov. 23, 2004 | 2001-220SP _ (253)852-4955 (fax) S| CHECKED BY: SCALE: SHEET: E-MAIL: cni@cramernw.com Bh cccccrces M/S | O.8.H. 1 inch = 30 FT. 2 of 2 i a "BROUECT NAME, NICHOLSON SP, 77CREATED: Thu Oct 04 07:30:24 2001 //PREV. PLOT: Wile Nov Ba Ti1b37 DOO PLOVIED: Too Nov. 23, 2004, 13:52:39 C:\voes hae I SH? OD CITY OF RENTON SHORT PLAT NO. LUA-04-433-—SHPL KING COUNTY, WASHINGTON CERTIFICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOFAND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, ANO THAT SAID SHORT SUBDIVISION IS MADE WITH THE PHEE CONSENT ANU IY ACCORDANCE WITH THE DESIRE OF THE OWNERS, IN ite acne )UR HANDS AND SEALS. | f ; NAME | dy Eo NAME ve NAME UV STATE OF WASHINGTON COUNTY OF KIMG | eee THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT VENINA T. LATHAM VENEGAS SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. ‘i \ SIGNATURE OF / * NOTARY PUBLIC Oe f DATED CMT TTT MY APPOINTMENT Expires _//-79- e002 __ STATE OF WASHINGTON COUNTY OF | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC DATED MY APPOINTMENT EXPIRES APPROVALS: CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS 7. approven tus 21% av or MAKCH 20S ADMINISTRATOR DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL. /PAGE EXAMINED AND APPROVED THIS ____ DAY OF ______ es, 20 GRAPHIC SCALE 1” =20' 20 0 20 SCALE: nen. = ASSESSOR | 20 FT. DEPUTY ASSESSOR PORTION OF: ACCOUNT NUMBER _P YO 4270-0476 _ NORA PETE. STREET N88 “43 29°W (S.P.) R CALC’D. POINT PER FOUND CONCRETE moNuMENT *P- 7811059015 - IN CASE W/ 1/4” BRASS PLUG Ra = oe aoe = Io Zoe ty. | i S gS! a.) eae 335 oo eh {Obes = es]! rracr 98 BSS a " Rl 1 — 8840 44E 620.81" (CALCD) New “43 '40W (SP) | We i : | ia NS 1"=200° Buz ars = ' | TRACT 97 SITE =e | WWW WIA Wc WeBEW BA |. OS 1 TRACT 96 1 3 a a oe ee ee 4 CENTERLINE & CONTROL DETAIL CALCD. POINT PER SP. 7811039013 LAND RECORD NUMBER: LND=20=057.1 LAND USE ACTION NUMBER: LWA=O04—055—SnP i CITY OF RENTON SHORT PLAT FOR BRENNA LATHAM LOCATED IN THE S.E. 1/4, OF THE N.W. 1/4, OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON NORTH 38TH ST. /e\ \ / \ — OUND —~~ Wel % ve amen Was. ab BECTn Whe ASS Pry Nx ORME py or Nw. DSK ArT buy 12137, 309 wn. %0Py 27 4 : q CITY OF RENTON CONTROL DETAIL VO L . /P A G E Cee meee err eer erseser RECORDER’S CERTIFICATE FILED FOR RECORD THIS........... A LP si decoarg 1+ ee A iaaus M oa: 2.0) eee IDF sctinennto'es AT PAGE......... AT THE REQUEST OF COOH MOHO HOES O COCO CEEHER TORO = = = =—-— OKC RKC e ede m eee Oe eee ODES eEC OR ReSeeES SUPT. OF RECORDS SURVEYOR’S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE YY INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM—A10LG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF BRENNA LATHAM IN __ Nov. 2004 On Bs, Wal P.L.S. CERTIFICATE NO. 40016 SS A QO RR O D IA R I Ss Engineers Surveyors Planners & gine : INDEXING DATA: S.€. 1/4, NW. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, WM. 945 N. CENTRAL, STE. #104, KENT, WA 98032 : (253)852-4880 (local) : § [DRAWN BY: DATE: JOB NO.: 1-(800)251-0189 (toll free) Z J.A.C. Mon., Nov. 29, 2004] 2003-—175S (253)852-4955 (fax) : CHECKED BY: SCALE: SHEET: E-MAIL: cni@cramernw.com Boos otarints T/afron6 = B | O.B.H. 1 inch = 20 FT. 1 OF 2 1 SHORT PLAT //CREATEO: Thu Oct 23 08:08:25 2003 7PRIV. PLOT. Mon Nov 29 11:15:40 20G¥H¥PLOTTED: Mon., Nov. 29, 2004, 11:42:52 C:\ TModel\ Projects\ 2003\ 2003—175.pro PROJECT NAddi SH? Od-'ill RECORDING NO. VOL. /PAGE Os CITY OF I 4}NO. LUA-04—433-—SHPL KING COUNTY, WASHINGTON RENTON SHORT PLAT $88 °40'33'E 664.12" (CALC D.) NOB °43 29°W_(SP.) CITY OF RENTON SHORT PLAT FOR BRENNA LATHAM LOCATED IN THE S.E. 1/4, OF THE N.W. 1/4, KING COUNTY, WASHINGTON NORTH 38TH STREET OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.i., GRAPHIC SCALE 1” =20’ SCALE: | a torch = 20 FO 20 @) 20 PORTION OF: S.E. 1/4, N.W. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. LAND USE ACTION NUMBER: LUA-—04—-03535-SHPL LAND RECORD NUMBER: LND-—20—-0371 rT y fF oD ) mn ee f NO F NU E AV E ar , LEGAL DESCRIPTION: (PER STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NO. 20011016001209, RECORDS OF KING COUNTY, WASHINGTON.) THE NORTH 8O FEET OF THE EAST 150 FEET OF TRACT 97, HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. REFERENCE SURVEYS: 1. PLAT OF C.D. HILLMAN’S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 2, RECORDED IN VOLUME 11 OF PLATS, WASHINGTON. PAGE 6, RECORDS OF KING COUNTY, 2. CITY OF RENTON SHORT PLAT RECORDED IN BOOK 15 OF SURVEYS, ON PAGE 113, UNDER RECORDING NO. 7811039013, RECORDS OF KING COUNTY, WASHINGTON. LEGEND: © FOUND MONUMENT AS DESCRIBED . SET 1/2’ REBAR W/ CAP "40016/18898" O FOUND 1/2’ REBAR W/ CAP "9814" (S.P.) | REFERENCE TO CITY OF RENTON SHORT PLAT 7811039013 ME A D O Y H RESTRICTIVE COVENANT NOTE: THE LOT OWNERS AND THEIR SUCCESSORS ARE SUBJECT TO A DECLARATION OF RESTRICTIVE COVENANTS REGARDING THE PARTICIPATION IN AND SUPPORT OF ANY FUTURE LOCAL IMPROVEMENT DISTRICT OR CITY INITIATED PROPOSAL FOR NECESSARY OFF-SITE IMPROVEMENTS REQUIRED BY THE RENTON SUBDIVSION ORDINANCE. SAID DECLARATION OF RESTRICTIVE COVENANTS IS RECORDED UNDER KING COUNTY RECORDING NUMBER: 20031107000108. FE PAGE 1 “OF 2 | FOR CONTROL DETAIL VO L . /P A G E Re FOUND CONCRETE MONUMENT — ~ os <e Say, | RRs Be te \ en aa ‘ICAL DATUM: SITE BENCHMARK: @ , l | AMERICAN VERTICAL DATUM OF 1988 TOP CENTER BOLT ON FIRE HYDRANT GRAPHIC SCALE 1 =20’ — CITY OF RENTON DATUM ACROSS STREET FROM N.E. CORNER OF PARENT PARCEL. Oe ee | ELEVATION: 183.75 U.S. FEET | , ; 20 0 20 | L IMARK: | Ci ©NTON BENCHMARK NO. 266 (PG. 5432-1) | DE u AS: A 1/8’ COPPER PIN ON 5” DIAMETER BASIS OF BEARINGS: f CONCRETE MONUMENT POST DOWN 0.2' IN A ; a BEARINGS SHOWN HEREON ARE BASED ON WASHINGTON STATE pe yl = = oe ee INTERSECTION PLANE COORDINATES OF CITY OF RENTON MONUMENTS 266 AND nee ee 1836, THE BEARING BETWEEN WHICH BEING NORTH 74°50'48” Baer Seems Eee WEST, PER CITY OF RENTON DATUM. | i | | | | ; | | ) | | { | ; TRACT 98 334270- 0480 ie FOND 1/2 EMR W/O “S86 —_ 4 ma Ga PROPERTY CORNER a S88 °40 ‘44 'E 150.00' (CALC 0.) N88 °43 ‘40W (SP) —_ © §e = Tee ee mei el ape ty Ss a a el gl ae ly ees a Cc oe ~~ 51.80'--. a 93.20' | 2, / enn IS & ; j vi = oR 3619 ME, m : es ADOW AVENUE NORTH o} rs Ss ah RENTON, WA, 98056 “ wok i ee oR “her EY EBs Re "rs Mi 8 IN of S40 S) 8 a Ya) Pil l < { x 7a) Ps LOT 1 7 rOQ Ki - 4,599.92 "> uf S28 7 2 ® a SQ. FT. ® BUILDING FOOTPRINT S| Th3 | fa of 2 5 Vie AREA=1058.58t SQ. FT. [te 2?" ft a ao PLAT § 8 2 & 0476 Slz 8 SW io | oo) ee 39013 ‘ ap 334270 r _/ SSfs 822 | S 781 g 2 ra OOR SEP Ses | 47 ) ; FIN. FL << 5 ' : 4 4270-0 a = a 23.8 't EL.= 180.59 & “ as 12m ae ee) | TRACT 97 Bl sade a ‘ B) See | [es Wy a row tu _ e ty tu ra 3615 MEADOW AVENUE NORTH Lor2 set Jui) lex RENTON, WA, 98056 : 7000.30 SQ. FT. of | $.§. STB e PO @ a | © y PAIVATE Ps. 15° SEWER EASEMENT . Spat eme ; - mh = Ll DECLARATION OF * Ss wisiiis — ge eed RESTRICTIVE COVENANTS AMENDED ACCESS, UTILITY S86 °40'44°E 150.00) fo _s PER REC. NO. 7811039013 AND MAINTENANCE AGREEMENT 473 SOUTH LINE OF THE | ) en PER REC. NO. 34270-9 NORTH 80° OF TRACT 97 a. : @ so | io Q a Nan w | Cu GO Qu | | | i elles Slee hg ee at NOB °40'47°W (CALCD.) 1 NOB‘4349W (SP) 77 TTT TTT --- ~~ - = | 47 ! SOUTH LINE OF TRACT 9a” | o P OR | SI TRACT 96 7 . PARENT PARCEL AREA: ™ 12,000+ SQ. FT. (0.28 ACRE) ! a $88 ‘43 20°E 666.62" (CALCD) ~ be = ~ oo ae ; NBG '45'16'W (SP) CALC’D. POINT PLR — 8 NORTH 36TH STREET SP. 7811039013 Po H ©) i ) ‘Y ye NOTES: Cramer Northwest Inc. ( 1. MONUMENTS LAST VISITED 10-21-03. ~ FOUND CONCRETE MONUMENT IN CASE INSTRUMENTATION Surveyors Planners & Engineers INSTRUMENT USED: 945 N. CENTRAL, STE. #104, KENT, WA 98032 W/ 1~1/2 BRASS DISK W/ PUNCH 18.11" SOUTH OF CALC’D. INTERSECTION (HELD FOR LINE) GEODIMETER 600 FIELD SURVEY CONTROL METHOD: CLOSED LOOP TRAVERSE MINIMUM CLOSURE 1:22,000 IN COMPLIANCE WITH REQUIREMENTS OF W.A.C. 332-130-090 (253)852-—4880 (local) (253)852-4955 (fax) E-MAIL: cni@cramernw.com 1-(800)251-0189 (toll free) PROJECT NAME: LATHAM SHORT PLAT //CREATED: Thu Oct 23 08:08:25 2003 /PREV. PLOT: SS S S S S S S I S S SS S R MO A R A A I A T P R A Tue Dec O07 12:02:42 2009/PLOTTED: Mon., INSTRUMENT USED: GEODIMETER 600 AND/OR NIKON DTM—A10LG METHOD: TRAVERSE EXCEEDING REQUIREMENTS OF W.A.C. 332-130-090. INDEXING DATA: S.E. 1/4, N.W. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: JLA.C. Mon., Mar. 7, 2005 | 2003-175S CHECKED BY: SCALE: SHEET: O.B.H. 1 inch = 20 FT. 2 OF 2 Mar. 7, 2005, 14:55:17 C:\ TModel\ Projects \ 2003\ 2003—175.pro S#P 03-- ({/ B. NICHOLSON SHORT PLAT INTHE S.E. 1/4 OF S.E. 1/4, SECTION 32. TOWNSHIP 24 NORTH, RANGE 5 EAST, RENTON, KING COUNTY, WASHINGTON WM. SCALE: 1iINCH=2O FEET NUMBER OF LOTS: 4 \~ TOTAL SITE AREA: APPROX. 35,000 square feet : SQUARE FOOTAGE IN | SENSITIVE AREA: APPROX. 1600 square feet ' AREA OF PRIVATE STREET: 4361.26 square feet DEDICATON AREA: 816.70 square feet AREA OF LOT 1: 8330.34 square feet AREA OF LOT 2: 8493.68 square feet AREA OF LOT 3: 6043.58 square feet AREA OF LOT 4: 10,208.75 square feet ALLOWED MINIMUM LOT SIZE: 4500 square fe2t STREET TYPE: PRIVATE STREET w/ Hammerhead Turnaround YARD SETBACKS: FRONT: | 20 feet REAR: 20-feet SIDES: ) 5 | Jeet , ZONING: 2300 N.E. 28" STREET RENTON, WASHINGTON 98056 R-8 CALCULATED DENSITY = 5.19 dwelling units/acre | PRELIMINARY PROJECT REVIEW | | i TRACT 369 ! 2 | — TRACT 362 | 3 — eo oe | x | | : xX 7 A ee Y oRWeWAY. oh Sik iheheiihalatiale ia aa 8 Py --SHARED __| ORIVEWAY 3G | PRIVATE STREET Ws » 1S) | | | | Kot = —_ am ewe ewe) = ee a= au ame. cup or * _— | mo “ Ley S | Withee oe “ i a gt palatal nti ~ 2 o iF | , < | = , (i ¢ aN A Cp al 5 Ht t SS 95'_= _ LOT4 | aly “ dai \\ ( : d N 7 ne , / 1 oe 38 met | ob ry - o ee"? = = 4 : | , = < OD Y) nS) en Ro) oean & 1 +e y ¢ 4 Fe as Lor! S SD aN) 7 / ed c é 4 } xX | 1 | \ * ~ UTit ey CASEMENT : : be | 7 Ly Hy | lade iu | a a7 ~— tis J <= , | i | | { a 125" — 74, > ; : 40- = | { hs "Yor Of Slane ve + an 3 9 5 _ | ! - 30!» \ v : SITE INFORMATION ' : OWNER: BRAD NICHOLSON PROJECT NAME: NICHOLSON S.P. 7 / CREATED: Thu Oct 04 07:30:24 2001 7/PREV. PLOT: RECORDING NO. VOL. /PAGE CITY OF RENTON SHORT PLAT CITY OF RENTON SHORT PLAT FOR BRAD NICHOLSON — : GRAPHIC SCALE 1” =30' KING COUNTY, WASHINGTON : | LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, birch - 300 UAtOD TTT CSHPL OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., 30 0 30 02-111 KING COUNTY, WASHINGTON PORTION OF. S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. TT se ‘| <- E. LN. S.E. 1/4 SEC. 32 N41 ‘0129E 516.90 (CALCD) ~~ Oe ceSRee wt peel Mineagcidd igh die meee, te Le _ _ @ ‘ : ! eee dNs~~_. N00°3038°E 40051' [_.-- 89°33'04 my (CALCD) he 3 / F DEBAR BASIS OF BEARINGS: _ 8 BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN T* = ore CITY OF RENTON CONTROL NETWORK MONUMENT ID NO. 266 AND Qe IS ID NO. 1837 BEING SOUTH 70°21°39" EAST, RECORDS OF THE wl Sir CITY OF RENTON. (SEE PAGE 1 OF 3). 1 Se ssl | ; S| “Ei | 50” ! LEGAL DESCRIPTION: 1 gz RNS > 7 (PER DEED OF TRUST REC. #20010730002801) LEGEND: " Snuiga BREN te EF Ee (Ai MSU Nt SO : : ae ai 6 UB Meta een clu NASGo EXCEPT Tar PORTION, IAN Sew aon : ae = A 4, IN KI , WASHINGTON, EXCEPT THA ION, IF ANY, LYING . 8 | Rg WITHIN THE WEST 620 FEET OF SAID TRACT. @ = SET 1/2" REBAR W/ CAP "40016/18898" > > ale - = | NOTES: SI - wu & 1. MONUMENTS LAST VISITED 9-21-01. ©! > a ; N B 8 “| REFERENCE SURVEYS: - . a (REC. NO. 8207089005) VOLUME 32, PAGE 246. eS la | : om, bw Ps (REC. NO. 8006249005) VOLUME 24, PAGE 32. 8. im | " PLAT OF DEBAR, VOL. 212, PGS. 9-10 ue 30° Ps S af : Sz |i | ------- eee ! ” ae. |S e EASTERLY LINE TRACT 362. ~~ crc ---- sSqo | 3) > ! | Saka at & RIG wo® zt rau? |S ! 3 Se Cone | | bsver ic So = re ~>+ 5 ie el ee DAYTON «i Sot 15° CITY OF RENTON WATER EASEMENT PER S! Ss BS le S| OF TRACT 362 ~ “Ig AVENUE NE. o’ OAs RECORDING NO. + Seow |* “ : a t S ' —, ° ) $00 °44'37°W 425.07' Se es . il Be ef s ; i prsihaceenigieiinenmaeesapatal cal appa haem cenit tego iiie eis pm csramameenieanenisamaciienicc esi wf , < 4H ‘ hs ae a 92.00' f | Nf 115.00" = —@ — se 1s | , Se. 3 oo l 2 Ww 95.00' a [a ay at Se 50.00 = \ 123.07 § =| Pi acm . Re STREET EASM'T 10.00) sis / S00 “34 33'H y | 3 g 5 Lrgsearnecnninatnasiisin —— Fi 3 w Ss ST eee a end 15° X 86.16" € . ' @ Mr eo cu wl fe lz WATER EASEMENT 153 . > l 8 « ee 484i a4 Ko Sy NI fo Ik ie ae kt sw wz mar ity | me ' 8 i, be S “52 R cH we to NS lip ae CR ju 115.00 , _ | Q 4 8 S ae) = “) I= |= H~= N - a Q |e sl Sat Baz : 8. #5y 8, IRB Sy ia fe EB 22 S218 Bal 8 “83 288 S Saf Gea GF =a Sai 2a 7 38 wie Sag an tu oe OS R 78s “82.07 [Fy 8= 8S _5. § wg ele ers | rn 2 x sv 1B a ao gs Sas m |S o] = ul = . ai Aid J . 3 i = “ee” 7 ron = 888 , Suj BS |b my 1a ot 4 2 : Ro RSL teu * | zig \ .. ’ 7 < 8 c< = S 117.60 ~. 23,20'~ Sy \ / 2 Bed | < RADIAL) __* mee = 7 ~~ 7 fs = | = «34'09°W_ (ARE ---- — —6— 92.04" ' wT 00" 10.00" IN NOB ‘34 Oe - ttanee o— 115.01" in L 95.04" | ‘Eg \ NO4°24'47°E 419.82° —6— —}----30.00' " \ sr aia , : ‘y= \ \ E. LINE, W. 620’ TRACT 36 vy) ; R PLAN REVIEW \ GD. HILLMAN'S TAKE WASHL ¢ a3 ; b CITY OF RENTS: \ GARDEN OF EDEN DIV. NO. 6 $e & Es] | b 15° CITY OF RENTO ov 2 l g NOV 2 3 2004 ; N SEWER Q \ \ RECORDING NO. EASEMENT PER | SY at | RECEIVEr ‘ w ‘ \ 3 ts ! \ - | Rp % : a —— . Lok S| Ey > N No N oS = © Ry ne oO! | = \ 25 3 2 \ ke =! 2 = ey JI, % A, Q\s Sy . \ s RG= \ vt ly a \ \ | xBeE Se \ A) \ uA NZS ta ‘. WEST LN. TRACT 362, C.D. HILLMAN’ oF ugta oO \ \ ¢ TSS SS SS WASHINGTON GARDEN OF HEN oie ates ; = 226 2 = < NOT nO rt re ee ee 3a” QSsVok “his , . NOV24'47E a = beeen —_sisi 7 ‘ \ > \ ‘ Cramer Northwest Inc METHODSAND PROCEDURES: \ ° THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHOD, USING . pe A 3-SECOND GEODIMETER TOTAL STATION. SURVEY ACCURACY MEETS OR \ Surveyors Planners & Engineers EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332-132-100. INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. 945 N. CENTRAL, STE. #104, KENT, WA 98032 FS / f (253)852—-4880 (local) 8S {DRAWN BY: DATE: JOB NO.: r? 1—(800)251—-0189 (toll free) 0.B.H./J.A.C. Tue., Nov. 23, 2004 2001—220SP (253)852-4955 (fax) S| CHECKED BY: SCALE: SHEET: E-MAIL: cni@cramernw.com 0.B.H. 1 inch = 30 FT. 2 OF 3 C:\Joes drafts\2001—220x1.pro SHE Od-"| —— = ——— aaa SS - ete oy ———————————— aT i APPROVALS: KING COUNTY DEPARTMENT OF ASSESSMENTS | RECORDING NO. VOL. /PAGE CITY OF RENTON SHORT PLAT EXAMINED AND APPROVED THIS ____ DAY OF 20 CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS : KING COUNTY, WASHINGTON EXAMINED AND APPROVED THIS ____ DAY OF 20 anian ASSESSOR N/A CERTIFICATION ADMINISTRATOR DEPUTY ASSESSOR when W-OOs PORTION OF: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED SEOOONE HEE S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOFAND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH LUA—02-—111—SHPL THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. LND-20-0327 CITY OF RENTON SHO RT PLAT - fo) IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS FOR BRAD NICHOLSON t LOCATED IN THE S.E. 1/4, OF THE S.E. 1 JA, site OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON : N. 30TH ST. NY Z \) 4 2\ N.E. 28TH ST. er . Ae N.E. 27TH ST. DEVELOPER/OWNER INFORMATION: [7 BRAD NICHOLSON 2300 N.E. 28TH ST. ui RENTON, WA 98056 > 2 425-445-0658 ry ; + W ui STATE OF WASHINGTON 1 = = COUNTY OF Fd w | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT wy 9 o& So Lg > SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND Q a VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. AQUIFER PROTECTION NOTICE: Nal se THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS VICINITY MAP OF THE CITY OF RENTON ORDINANCE NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CITY’S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. SIGNATURE OF THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND FOUND CONCRETE MONUMENT FOUND 4° x 4° CONC. NOTARY PUBLIC SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING ANY W/ COPPER NAIL IN CASE AT MON. W/*X" AT INT. or 1 Gh SrA i lms heen O To We Seta Me ME a iz : R C i SEPRRETMENT EXPIRES PROTECT THE CITY’S DRINKING WATER. Sapo rey ee ping = VISITED ON 9-21-01 SITE NEW PRIVATE EASEMENT FOR INGRESS, 5 | 109 “14°18'W 1309.91" SN neoamose we —enoa EGRESS AND UTILITIES ! ao 7 i MAINTENANCE AGREEMENT: 2 4. IS NOTE: A NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES >~. ">. IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE S70 zy OWNERS OF LOTS _____§¥§#§¥_¥_~ SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST oN IN THE OWNERSHIP AND RESPONSIBILITY FOR THE MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE AND OTHER INFRASTRUCTURE NOT OWNED STATE OF WASHINGTON , BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL COUNTY OF _ BE SHARED EQUALLY. PARKING IN THE PAVING IN THE ACCESS EASEMENT IS | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. N.T.S SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. CON TROL MAP SIGNATURE OF NOTARY PUBLIC DATED MY APPOINTMENT EXPIRES PLAN CTV OF EVIEV N ; REc 23 2004 CElver . LJ oO o~ ¢ Oo S ai O a = 9 ’ METHODS AND PROCEDURES: RECORDER’S CERTIFICATE. veccecececeseseeeees SURVEYOR’S CERTIFICATE Cramer Northwest Inc. THe SUEY WAS ASCOUPISIED BY REL TERE NETO, usHe THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY . = GEODIM| (AL STATION. SURVEY ACCURACY MEETS OR FILED FOR RECORD THIS........... DAY OF......... ,20....... AT......M # ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE Surveyors Planners & Engineers EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332-132-100. REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. ST, W.M. IN: BOOK.......... OF. .ocessecees AT PAGE......... AT THE REQUEST OF REQUEST OF BRAD NICHOLSON : 945 N. CENTRAL, STE. #104, KENT, WA 98032 / 1: 24 NORTH, R. 5 EAST, W.M OWEN B, HILLE, PLS. IN _ Nov. 2004 (253)852—4880 (local) DRAWN BY: DATE: JOB NO.: SURVEYOR’S NAME () | | 1—(800)251—-0189 (toll free) 0.B.H./UJ.A.C. Tue., Nov. 23, 2004 | 2001-—220SP SE ee eee v—__Y. K (253)852-4955 (fax) CHECKED BY: SCALE: SHEET: MGR. SUPT. OF RECORDS paleh CERTIFICATE NO; 40016 E-MAIL: cni@cramernw.com O.B.H. [LNA 1 OF 3 PROJECT NAME: NICHOLSON S.P.//CREATED: Thu Oct 04 O7-30:24 2001 7 PREV PLOT? Tuc Nov OF 73RD a7 2004/PLOTIED: Tue., Nov. 23, 2004, 13:57:38 C:\Joes drafts\2001—220x1.pro SHO OMI! SA CITY OF RENTON +]SHORT PLAT ri KING COUNTY, WASHINGTON CITY OF RENTON SHORT PLAT FOR BRAD NICHOLSON LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF . SECTION 382, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., LUA-02-111-SHPL KING COUNTY, WASHINGTON RECORDING NO. VOL. /PAGE 30 SCALE: GRAPHIC SCALE 1” =30’ {inch = 30 6, oo _ 0 30 PORTION OF: PROJECT NAME: NICHOLSON S.P. //CREATED: Thu Oct 04. 07:30:24 2001 ir ai ee nea PREV. PLOT: Tue Nov 23 11:19:54 209 PLOTTED: Tue., Nov. 23, 2004, 13: 52:39 LND-—20-0327 S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. a -— -~ -_-— -— -— -_-— -_-— — ~ — _— 5 a |—@ / ~s. E. LN. S.E. 1/4 SEC. 32 N01 ‘0129 516.90° (CALCD) ae ie -_— —" _— _ — a pe] i eR ___ NOO3038E 40051" > 89°33'04" my (CALCD) ~~ PLAT‘ OF Demag ER a BASIS OF BEARINGS: . — g l, BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN = oe CITY OF RENTON CONTROL NETWORK MONUMENT ID NO. 266 AND De Ne ID NO. 1837 BEING SOUTH 70°21'39" EAST, RECORDS OF THE Ke Sar CITY OF RENTON. (SEE PAGE 1 OF 3). | Sb sn, an SNe | 50 | LEGAL DESCRIPTION: | . SE 5) > i (PER DEED OF TRUST REC. #20010730002801) .. LEGEND: = saou SE ER EE Bee nego : ae ' ° rT 7) re} al 5 Biets)'en ne Col, Wasson EXCEPT PORTION, FAN? LNG Sie ec I< 3.8 PAGE(S) 84, IN KING 4 NGTON, : . a\,5 8 | & WITHIN THE WEST 620 FEET OF SAID TRACT. @ = SET 1/2" REBAR W/ CAP "40016/18898" 7 => ache * H 0) * uj < = | = NOTES: Sy] i fa ‘ a 1. MONUMENTS LAST VISITED 9-21-01. “\< g ® REFERENCE SURVEYS: . , a! (REC. NO. 8207089005) VOLUME 32, PAGE 246. eS los 0: (REC. NO. 8006249005) VOLUME 24, PAGE 32. 3. las | ' PLAT OF DEBAR, VOL. 212, PGS. 9-10 uf 30° Z 7)) ~ fs ae a “ ss if G P-L Se aRE. 18 Q EASTERLY LINE, TRACT 36200 ; | son2 4 O t wR fat] | < = ® i! KA, 2 Is = 1 bes Ler o | | HOSS Is , 8 WES 285 Pe A ot ERE |. , is EASTERLY 40" IDS DAYTON yes 15* CITY OF RENTON WATER EASEMENT PER aI wSES Ie . ba OF TRACT 362 ~ “iS AVENUE N.E. PE a\s RECORDING NO. + tae ~~ A <= . | ) S00 °44'37°W 425.07" a a ¥ il Wee x ‘ | ‘ = ‘ ne ee NM y *8o a 7 99,48" we ss 92.00' / | Ds a 15.00 wT ! 4 ae . nd aoe a 50.00" 123.07 - S 3! fe £5.00" Ral lz, 26" X 115° PRIVATE |\ STREET EASM'T 10.0) s- ¢ if S00 ‘34 33'W ” sag, ) * pad —taateetetteten ob qn nnn nnn nn ene J---5--4 / i ---LL-____ somsre sl | ig wo 8 8 ex anie. Jal] | — ' 9 Km oz au Se - 7 wir asniat—~) | e Ie i ve ges R ER gy af IRIE yeu JiR of Bee ~~~ ~~ ““"le , 2 1 a a = a) ge= 3) Is ba a== : ~ Is 2 We Saat B58 = 8. 88y 8 ie 8 Sy i as fe _ER Sis 8.) 8 ty “8S YHG fu O48 SSG 7 | 2G Qu ae oS wo aS ol ye “HS : Sgo BE Sas 8 O 5a Bie als <a a N oe 7 g a ror) per BS in lie ; = E * Aer 7 \ gos ged Rs alg § 18 | 107 7 2 Sy |= 2 | 3 \ 147.80' a 7 S ) mz) 7s 23.22" & 2. 7 4 286 | g sap 0a'n RADIAL). , — 227 ~~ aS. ; y nog ‘34/090 oo ee a Wee 115.04" 95.00" aa , a NOt "24'47°E 419.62" —6- —|----200 ym \ a | f | = \ bo E._LINE, W. 620° TRACT 362 © , t 5 C.D. HILLMAN’S LAKE WASH, - =i | ~ GARDEN OF EDEN DIV. NO. 6 e Fz} I b vy ee | 2 . 15° CITY OF RENTON SEWER EASEM . “ 3 RECORDING NO. ENT PER qe : : Bw 1 iM % OSS % = =e x! 8 - = ar oO! oy % —T7 rs a ik S| = - N a os} N S * \ anh | x ; \ fe . . 2 < . SI a [: a Siu ! “ . R= “ NN ‘Loa, ~\ Psi <& ‘SiGe ts WEST LN. TRACT 362, C.D. HILLMAN’S LAKE Sets) < ¢. Se a i Sn ace a teense sc WASHINGTON GARDEN OF EDEN DIV. NO. 6 Siz-G3a a \ ne a FS eee re t-~-~---- 5 mie td 30 PS SBr.zt —~ NOM244P EET mee mee oe me ee nitty 3 \ ro) \ ; . > \ Cramer Northwest Inc ie es aoa \ ° THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHOD, USING pe A 3-SECOND GEODIMETER TOTAL STATION. SURVEY ACCURACY MEETS OR 7 Surveyors Planners & Engineers EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332-132-100. : T INDEXING DATA: S.E. 1/4, SE. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, WM. 945 N. CENTRAL, STE. #104, KENT, WA 98032 N / / ; (253)852-4880 (local) DRAWN BY: DATE: JOB NO.: 1-(800)251-0189 (toll free) : 0.B.H./J.A.C. Tue., Nov. 23, 2004 2001-220SP (253)852-4955 (fax) N| CHECKED BY: SCALE: ‘SHEET: E-MAIL: cni@cramernw.com 0.B.H. 1 inch = 30 FT. “|: -2of2 C:\Joes drafts\2001-220x1 pro SA ? Oa - / / / os CITY OF RENTON SHORT PLAT KING COUNTY, WASHINGTON CERTIFICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOFAND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. Bak Vieharbma STATE OF WASHINGTON COUNTY OF King | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT ) n SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SS ae NAN, BALE, GM go TAN sre Bul, SIGNATURE oF Cracan QOS wOT' D4 NOTARY PUBLIC : * DATED -#° MY APPOINTMENT EXPIRES »3—~ /Y° OQ STATE OF WASHINGTON COUNTY OF | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC DATED MY APPOINTMENT EXPIRES APPROVALS: CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS ExaMED AnD APPRQVED THIS 2!” Day OF EERPRVARYI0 OS —Daeag Dltadid Clip. a : ADMINISTRATOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ____ DAY OF 20. ASSESSOR DEPUTY ASSESSOR ACCOUNT NuMBER 249 10-0003 RECORDING NO. VOL. /PAGE SCALE: N/A PORTION OF: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. LUA—02-111-SHPL LND-20-0327 FOR BRAD NICHOLSON LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., DEVELOPER/OWNER INFORMATION: BRAD NICHOLSON 2300 N.E. 28TH ST. RENTON, WA 98056 425-445-0658 AQUIFER PROTECTION NOTICE: KING COUNTY, WASHINGTON THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS CITY’S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. PROTECT THE CITY’S DRINKING WATER. NEW PRIVATE EASEMENT FOR INGRESS, EGRESS AND UTILITIES MAINTENANCE AGREEMENT: IT IS THE HOMEOWNER’S RESPONSIBILITY TO NOTE: A NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1,2 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR THE MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING IN THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. FIRE PROTECTION: ALL NEW HOMES CONSTRUCTED ON THE LOTS SHOWN HEREIN SHALL BE PROVIDED WITH APPROVED AUTOMATIC FIRE SUPPRESSION SYSTEMS. VEHICULAR ACCESS: LOT 1 SHALL NOT HAVE DIRECT VEHICULAR ACCESS TO ME. 28" STREET. INSTEAD, ALL LOTS SHALL BE REQUIRED TO UTILIZE THE 26 FOOT WIDE PRIVATE STREET FOR VEHICULAR ACCESS. CITY OF RENTON SHORT PLAT RECORDER’S CERTIFICATE FILED FOR RECORD THIS........... DAY OF sasicenies ge essen AT sssses M IN BOOK.......... OF ..........4- AT PAGE......... AT THE REQUEST OF nen eene Or SO eee eee eee Cee ee eee ey COCO OTOH OEE DESEO SEED ELE SEC HSEe 8 =—=—— weet e cere er ecc cr cerereresescesossoeee SUPT. OF RECORDS SURVEYOR’S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF BRAD NICHOLSON IN Nov. 2004 b- %. IY P.L.S. CERTIFICATE NO. 40016 Cramer Northwest 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) E-MAIL: cni@cramernw.com PROJECT NAME: NICHOLSON S.P. 8 ~~ J iene SITE N. 30TH ST. NN Z \ 2 N.E. 28TH ST. XG N.E. 277TH ST. uj i Jt x $ ” Qa : N.T.S. VICINITY MAP FOUND CONCRETE MONUMENT FOUND 4” x 4° CONC. NE. 28TH ST. & JONES AVE. NE r f # 266) N. 1/4 COR ON SITE 32 / e ae N89 °14‘18'W 1323,31' a NB9’15'23" w __ 620.04 s =. e &. N.T.S. CITY OF RENTON CONTROL MAP Lil < Oo. > ea | oO > METHODS AND PROCEDURES: THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHOD, USING A 3-SECOND GEODIMETER TOTAL STATION. SURVEY ACCURACY MEETS OR EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332~132—100. INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC.i 32, T. 24 NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: 0.B.H./J.A.C. Tue., Nov. 23, 2004 | 2001-—220SP CHECKED BY: SCALE: SHEET: N/A 1 of 2 SH P Oo l l / (57:38 C:\Joes drafts\ 2001-220x1 pro. CX Op + + CITY OF RENTON SHORT PLAT KING COUNTY, WASHINGTON CERTIFICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOFAND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. xt a7 Ly, , STATE OF WASHINGTON K COUNTY OF tn, 1 CERT OP, OR AWN SI EYRE TH, h (on iche SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. sort, (Nal? elle PUBLIC DATED MY 2 ES ae Pecos F. KOKKO NOTARY PUBLIC { STATE OF WASHINGTON COMMISSION EXPIRES MARCH 19, 2006 STATE OF WASHINGTON COUNTY OF ESE eneensne etna neem, en APPROVALS: KING COUNTY DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL. /PAGE EXAMINED AND APPROVED THIS ____ DAY OF 20 CITY OF RENTON DEPARTMENT OF PLANNING /BUILDING/PUBL|C WORKS [Decay of DANUARY AND APPROVED THIS | © DAY OF , 025 <aSeSGOR ReERE, ) . DEPUTY ASSESSOR sccount mmaer 334510—0003 SCALE: N/A PORTION OF: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. peer elas CITY OF RENTON SHORT PLAT FOR BRAD NICHOLSON LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON DEVELOPER/ OWNER INFORMATION: BRAD NICHOLSON 2300 N.E. 28TH ST. RENTON, WA 98056 425-445-0658 AQUIFER PROTECTION NOTICE: THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE NO. 4367 AND AS AMENDED BY | ORDINANCE NO. 4740. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNER'S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. NEW PRIVATE EASEMENT FOR INGRESS, EGRESS AND UTILITIES MAINTENANCE AGREEMENT: NOTE: A NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP R SIBILITY FOR THE MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE AND OTHER TRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING IN THE PAVING IN THE ACCESS EASEMENT IS !— 4 0 5 —— SITE N. 30TH ST. S&\ Y, ser OL \ 2 N.E. 28TH ST. | : Oe N.E. 27TH ST. — uj uj 2 - * ii t 13 P< Ww id : : N.T.S. VIC_NITY MAP FOUND CONCRETE MONUMENT FOUND 4° x 4° CONC. W/ COPPER NAIL IN CASE AT I AT INT. NE. 28TH ST. & JONES AVE. NE. OF NE. 28TH ST. & (RENTON CONTROL NETWORK ABERDEEN AVE N.E. ID # 266) N. 1/4 COR. 1/16TH COR. VISITED ON 9-21-01 SITE 4 Al A tori e446, , ped jj A844 "18H 1323.34" @e peas W 620.04" S N.T.S. | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND - VOLUNTARY ACT FOR THE USES: AND PURPOSES MENTIONED I THE INSTRUMENT FIRE PROTECTION: CONTROL MAP ALL NEW HOMES CONSTRUCTED ON THE LOTS SHOWN HEREIN SHALL BE PROVIDED WITH APPROVED AUTOMATIC FIRE SUPPRESSION SYSTEMS. SIGNATURE OF oS NOTARY PUBLIC VEHICULAR ACCESS: DATED MY APPOINTMENT EXPIRES LOT 1 SHALL NOT HAVE DIRECT VEHICULAR ACCESS TO NE. 28” STREET. INSTEAD, ALL LOTS SHALL BE REQUIRED TO UTILIZE THE 26 FOOT WIDE PRIVATE STREET FOR VEHICULAR ACCESS. , | PL, CM oR ata Ss Bo, < 0 “E1ye, . nm D é Ou ~ P| fe) > ; ’ - Tf C n¢ N rth ) METHODS AND PROCEDURES: be neg gee ae pol Balornatidalf ramer_Northwest_Ine. | esi ene a ee , THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY , . Pee FILED FOR RECORD THIS........... DAY OF v..sss0120...seATssseeeM | ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE Surveyors Planners & Engineers | EXCEEDS THE REQUIREMENTS OF WAC 332-150-090 AND 332-132-100. REQUIREMENTS OF TH VEY RECORDING ACT : INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. IN BOOK.....0000OPvssssssssees AT PAGE.........AT THE REQUEST OF | fourcr oF E SUR AT THE 945 N. CENTRAL STE. #104, KENT, WA 98032 , (4 SE I ..QWEN,.B,..HlbeFi..PkS.. IN __Nov. 2004 (253)852-4880 (local) |ORAWN BY: DATE: cella SURVEYOR'S NAME 0, | | |-(800)251-0189 (toll free) 0.B.H./JA.C. Tue., Nov. 23, 2004 | 2001-220SP cummmisaiisicmmemeeica:| - _-” saawminangesnmunenendpndomenciayaines ee, (253)852-4955 (fax) - | RJ CHECKED BY: SCALE: SHEET: MGR. - SUPT. OF RECORDS PALS. CERTIFICATE NO. 40016 F—MAIL: cni@cromernw.com A} O.B.H. N/A , 1 ot 2 AR de eum the, tpn GA Gt AK eile 145 7-4 Ve: i} f SH P GQ - I I / ons 4) ~XA\ CITY OF RENTON 4R )+ISHORT PLAT Ta) Nt KING COUNTY, WASHINGTON LUA-02-111-SHPL OF SECTION 32, CITY OF RENTON SHORT PLAT FOR BRAD NICHOLSON LOCATED IN THE S.E. 1/4, OF THE S.E. 1/4, dy TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON RECORDING NO. VOL. /PAGE inch SCALE: 0 30 0 30 GRAPHIC SCALE PORTION OF: voll REAL AB 945 N. CENTRAL, STE. #104, KENT, WA 980352 (253)852-4880 (local) 1-(800)251—0189 (toll free) (253)852-4955 (fax) E=MAIL: cni@cramernw.com | 54 URS 7 SESTSS ae & y IR EXPIRES 07/22/2006 SLI AA ti enn ona wn LND-20-0327 S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. fT 7 mp et __ 7 : / - E. LN. S.E. 1/4 SEC. 32 NO1‘0129E §16.90' (CALCD) #8 |. ~~ a ee aereg on a te eee —_—— -- eave) — —® ! ~~. N00"3038°E 40051' [= 89°33'04" bel " (CALCD) PLAT OF DER ~ iy DEAR BASIS OF BEARINGS: , 3 BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN = “i CITY OF RENTON CONTROL NETWORK MONUMENT ID NO. 266 AND re ID NO. 1837 BEING SOUTH 70'21'39" EAST, RECORDS OF THE = Gi | CITY OF RENTON. (SEE PAGE 1 OF 3). ; 2 Ew | ; i “1 50’ LEGAL DESCRIPTION: an: pe) as ; PER DEED OF TRUST REC. #20010730002801) .. LEGEND: = sgu Ty RewB che tor Ms eer (2 Gl MeSua URS St, aside se : : Bea GaN CEUN, WASHINGTON EXCEPT PORT, A, Saas een ‘ ‘ § I 5 WITHIN THE’ WEST 620 FEET GF SAID TRACT ce termes 2 SA RN, Oa : > . , ° O° uj < 7 x NOTES: SI Pf 1, MONUMENTS LAST VISITED 9-21-01. “|< g 8 REFERENCE SURVEYS: a a a (REC. NO. 6207060005} VOLUME 32, PAGE 246. 5m ae lus a (REC. NO. 8006249005) VOLUME 24, PAGE 32. “ lu | PLAT OF DEBAR, VOL. 212, PGS. 9-10 3 30’ 2 a) ‘ = iy | i hs mes se Sr ms a ha ms i Se es ek RE § rs EASTERLY LINE, TRACT 360 TE een 3503 di . SS woe e Bau? |g , : ee | | Bese e . & : x s : \ > : WESTERLY LINE OF on" 15° CITY OF RENTON WATER EASEMENT PER et S58 ir . oF tar sae ry ea: RECORDING NO. gi 6) Op cor ge | | Pee Ie 7 m soo‘sa's7w 405.077 r iT ere ‘ ait ok . cnpnemnssissssrnarsinsnnseilieeminnsthnisi eens imams ‘ ‘ =) ii MI 50.00° -" 8 _—_ — a 1 5.00" * oa '30.00° } ee a Yonnnn-2- ont | ta 15:00" i! lp 26" X 115° PRIVATE |\ STREET EASM'T 410.00 i / S00 343355 8 a3 Be perenne nnn gb a--- === een n ene oe TJ i | p-- 4 -- ~~~ Mea a J R le fe B88 2 | : : ATER EASEMENT - 9 | x ere iE. = \ pal <3| IB Ig R cg Ey Q R yu 115.00' [ Q | ; ] = mat Ha 2 zi fe eB Fi 8. 8 P7 U - Or ww a IQ a! Ss . “or e a . _ y, ° 8 N. xz q°R , Suyj Ss lm m 18 \ yer ea San ne bed BB b AS = 7 a |= > & arr 23.22' y 2 Be 3 bd oo | ~ 340 a ap? ~S 7 | 20.00" \ 3 ] a=. | a nos ‘34 0! ! _o 95.00" am ‘| 9 , NOL 2447°E 419.82' . —O- —|----000 \ \ er ol | y = \ H . 620' TRACT 3 B i " K \ C.D. HILLMAN’S LAKE WASH v << 0 \ GARDEN OF EDEN DIV. NO. 6 & [a] a ; \ — 15° CITY OF RENTON SEWER EASEMENT PER . : I "| \ RECORDING NO. Rod <n , at) ! \ \ \ | ea l ‘ Pn | roy = 4 a : \ + 3! o a \ \ a —— ® Ay Mi Si 3 \ ‘ © E oe © | ~ | ’ " 3 \ ‘ Ea 5 | 2 ‘ = Z es i rc \ a ba KS y \ — ¥ a.\ ;" | x Sa \ 60 \ BK NZo wT * WEST LN. TRACT 362, C.D. HILLMAN'S LA g/* USES 1) ‘ ‘ ttt rn ee ee ee ee ek | WASHINGTON GARDEN OF EDEN DIV. NO. _ s = Sq a I I I a a a go} PS63se N\ . NOV2A4PE em chnnicnnenennnnn = \ \ fe) \ ‘ . : > ‘ Cramer Northwest Inc [eee Mpees ‘ 3 8 $1 THIS SURVEY WAS ACCOMPLISHED BY FIELD TRAVERSE METHOD, USING \ ps Z| A 3-SECOND: GEODIMETER TOTAL STATION. SURVEY ACCURACY MEETS OR | Surveyors Planners & Engineers ? EXCEEDS THE REQUIREMENTS OF WAC 332-130-090 AND 332-132-100. 0'| 2] INDEXING DATA: S.E. 1/4, S.E. 1/4, SEC. 32, T. 24 NORTH, R. 5 EAST, W.M. S/ NTDRAWN BY: DATE: JOB NO.: N | 0.B.H./U.A.C. Tue., Nov. 23, 2004 | 2001-220SP N| CHECKED BY: SCALE: SHEET: _ 8] O.B.H. 1 inch = 30 FT. | ‘20f2 tue N —_ BEE cr oe sated Sy us {2:52.49 di cits\ 990129 7 pis 02 - (/ / SH - JO B NO : CO : LS K ST A : PA P E R SP A C E : YE S '= 3 0 ° 10 / 0 8 / 2 0 0 2 PL O T SC A L E : 1°: PL O T DA T E : XR E F : C: \ C R A M E R \ 2 0 0 1 — 2 2 0 \ X F BA S E FI L E N A M E : 20 0 1 - — 2 2 0 £ 2 10 / 0 8 / 2 0 0 2 DA T E : DR A M I N G NO : PP P — - S S - T T T T ELOPMENT PLANNING — ciry OF RENTON OCT 15 200? RECEIVED Cramer Northwest Inc. _ a ee Been en ett aceaaed TO opts”, _sarze'see Rad=397.57 if Arc=61.82. _ ENGINEERS, SURVEYORS & PLANNERS kK 55 Oo ~*/ i & = SES +2 ae Ae -—Z ie Zo — G8 5 1% = Ste C) O — ln = 29 oo oe Fa, ge: oc 5§ et Ee Mes a au Io = & (4 os 4 Se ~£ £ < Eo a} B iF) 39 > . 5 2 | ah : 3 = PA fs 2| x| x! x OQ —! ey Piel (ea al 4 wat Pas ~ faa) di, S H a og fe) z 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) or 1—(800)251~-0189 (toll free) (253)852—4955 (fax) E-MAIL: cni@cramernw.com 190 ee og ee >> a ~ — MAPLE-~-—~— CEDAR SS SREY -7 ot, — Fos SSSav Sv Wh) _ ———— She : SSv“vn \\" F3 ——== , — : ) Or oO 12"CEDAR 10,858+ SQ. FT. (0.254 ACRE) FF=296 © D Ny "FRONT SETBACK [7 ~~ <= 26" CEDAR |__ _ _ _Nag’0s'28"9 77, i 24" CEDARTT | * ile: s [ FRot sitpéce T=] ; 296 ! , 5! LOT 3 Ms REPLACE EX CON 1 | ee et RIM=295,7 | recon NB IE=287.23 ; | R- STA 1490 TO 3442 8 48 ge Ca © | SHARED DRIVEWAY, DTL 1/3 ae 3 of TO BE PROVIDED DURING BUILDING ors Anke t FBe| GB a gh 36"ceDaR 2 ene ARE CONSTRUCTED. " ee ae {I y-49" 8° PVC 0 0.4% ~ BR OP 0 eal RIM=297 ME — | Rx ie=287.65 | = REAR |p PR! oP ! SETBACK SCY “ ab eles ro # 5 fos [s vee x fo Vi HOUSE = |\|_ S26" SHARED DRIVEWAY EASEMENT . ; ee \ ES! oe / F a p05")! VBS] fo =| LOT 2 sabhyoe < | A 91384 SQ. Fr bo a ; I (0.214 ACRE) Patnte j | seaeee / / | | : i ; So fon sass Fal r 4 | | mere eae, oe / RIS ~ pH Vv if tele eo @, Ree, / Ciewesteseretera age, 1 J sea seseeetet HR 7g @ LAS NABSOB BOTS BOLLE SOF St a ~ | QO s Rad=25.00 of ? 90°00'00" Sain sie EF + /~ STA 0440.10 1490 ("REAR SETBACK SY PRIVATE STREET, DIL 2/3 1 | th 7 : NEW FH PERY | / R428 34%) |SHED 5 Con Sis p/ eas ig jensiees Ne ear / LOT 1 | He edleok ss), 20° HAMMERHEAD EASEVENT a I} se, P| Beats a. S | (0.184 | soee see! 26" PRIVATE ROAD EASEMENT 7 1S, ACRE) oy ei DROS 18) FF=300 BASEMENT GROG | es 1-1" WATER METERS ROADWAY DEDICATION® ee ls V/ & SERVICE BY CITY 8134 SQ. FT. (0.024 ACRE \ [ FRONT rule | BRR OF RENTON. eT ee ae ai FORE ees ken Ves; 7, SIE BENCHMARK: * Se —— ee PK RAISIV ASPHALT wa _GRAVEL a eG | ELEV. = 300;Q0 (ASSUMED) — = - 8 3 sae tile ” s ai ce S ’ sar he 7) GRAVEL NE. 28th ST oy | R erent tere . ‘ 5 J WASPH.w» $7 ——---—4------ EX 8" WATER~-F-+—},—-—-——---___ ae oe \ dina ae - = = 2 9 in ASPHALT PAVEMENT — | i GRAVEL 0+0 8 il a} & = 300 CONNECT TO EX SMH = L_____ I RIM=299, 36 “0 7 IE=289,44 STREET IMPROVEMENTS, DIL 3/3°° 7 OTILITIES' PLAN YY IZ UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800~424-—5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITi1 CONSTRUCTION, AY I A NINIAIA SHP OD-Il|