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HomeMy WebLinkAboutLUA02-005 - Large Format HIGHPOINTE Il 1/4 OF THE SE. 1/4 SEC. 4, T.28N, RSE, W.M., E A PORTION OF THE S KING COUNTY, WASHINGTON 1 CITY OF RENTON 200 =100’ q” SCALE: ' Ni l e mi c e eI \ TRACT "A" \ \ a if ad s i] St ns ae s Se ge ae Fa e ee t es I ry —_ e ho ' Oy o a il i NS sR , 4 300° RADIUS TYP. TRACT B ‘d A L SN I G W S ,O O F (3 ) Ss a \— | y| c D QO y |° 2) FT ] | | ge = > i— & d ) g 2 (O g l4 x 5 75 |e Wi = WY so ! Sl s = Cw |= ! se i i Lu 0 Or t a =i 8 Or =z 2 d Z |) # de cu 2 a} & : OF OZ : d = ui O | ga z 0 ae IE ER 38 Wy << s © x= ® Cc 28 —~ DN se Oe ) LW £3 os D c€ o 3S ® bs sa o O O za fa a ) O 5 ie ) S nN % @ xn © a 8 co a o &§ 0 du No e : \ “S s \ = W Na \ \ Oo WH \ _ + X te t R X < [EXPIRES: 9-23-03] Pp-02-005 | | | : ro t et ot ot @ [& { bo of S ) 1m = or (2 j lo f ) , we ee : S : 5 2 | il | ] | J a ee | | | | | | | | | | Po RT | | _ | | | “4 % e | | | ! | | | & " | a | | | | ! | | | ee | | LL | | | | Qe Po o } EB Lo | Zz @, , | x | , SI N “W d SO W Le o | | _ na a 7 | | Qy | | | | | ee es ee e a a a | | | | | | aa | | | | | | | | | | | | Ne | ee a nS eS ee ee ee ee SN SA V Vi d W A TO 23 0 :1 5 3 H S XI O N I G N O D O Y F1 V O S GH C sa s n o u a t y | Ud d v | 3L V v d Ag NO I S I A S d Y “O N Ld l H x S di k IS H I N M O "W e d SO M SM e /P u l p i i n g /S u s a u p i SS | an d *0 3 4 0 3 H O aa 20 - 7 0 - 2 0 al SL N A N W O D NO L N 3 S Y JO AL I G Y3 d G3 S I A I Y | ‘O N SN I M V E O —_ GM L — = 10 7 IN S O V v r a v NO I N S A ie — nn . Ea NO R | NM O S SV ap e TI N ep o a n e tl l 1 - S S — d d d Be t e ) “O N go r WL S ‘2 O V d S Ya d V d ‘J W O S LO I d vd LO I d *d a Y X “A W Y N I 1 4 PP P — S S - T T T T FI E L D B O O K : DR A W I N G NO : OF : JO B NO : CD : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : = 5 3 <l - _] WM oO. ae a SS a — oF Tt, Odn Zaza O < O aa CO & = Paz, Pre OM 3s Bg *§ = BS > | lay <= zu3 SC A L E : 4+ | O}]m;ao;};a YISIZIASIAS Zzia aA} a a ls . 16 gig |2 |= a {a {8 {5 {& o S| a. < BS LE S| < 4| a Oo > fe] m ” et i ul = = fo) oO = el z al oO “1H s| 3 eC] «& oO [aad lu oO a bu a ref a fo) ~-| 2 HIGHPOINTE Il A PORTION OF THE SE. 1/4 OF THE S.E. 1/4 SEC. 4, T.23N, R.SE, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON 26’ ACCESS AND UTILITY EASEMENT 4” MIN. COMPACTED DEPTH CLASS 'B’ ASPHALT CONCRETE 6” MIN. COMPACTED DEPTH GRAVEL BASE 26’ PRIVATE ACCESS AND UTILITY EASEMENT SECTION N.T.S. oo Raat OF WAY CENTERLINE 30° HALF RIGHT OF WAY 18" 12.5°+ 5.5°+ | EXIST. 15.5°+ EX . RO A D CR O W N SRR ene, | x ERA Sathel oper in hs On A 4” THICK CONC. SIDEWALK EXIST. ASPHALT PAVEMENT SAWCUT EXIST. PAVEMENT 2” ATB SOIL CONDITIONS NE. 12TH STREET HALF STREET IMPROVEMENT SECTION CONC. VERTICAL CURB & GUTTER PER DETAIL THIS SHT. 2” COMPACTED DEPTH CLASS 'B’ ASPHALT CONCRETE 1—1/2° COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 5” COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE GRAVEL BASE CLASS 'B’ MAY BE REQUIRED DEPENDING ON NOT TO SCALE NO O 1 6 ' 2 8 " E MO N R O E AV E . NE BUILDING DRYWELL NOTE ALL LOTS SHALL CONTAIN A 4’W X 2.5’D X 20'L INDIVIDUAL BUILDING_INFILTRATION. TRENCH. SEE DETAIL ON SHEET 8. SOUTH 1/4 CORNER OF SECTION 4, TOWNSHIP 23N, RANGE 5E, FOUND 3” BRASS DISK WITH xX” \ - : \ TRACT A \|E i og | 5 lh kg! \ "OPEN SPAC | | nh \ ® | BL -- 1 --_d Kv — \ QD YS j ! 0. { F | eetiaes Heeead Hesaes eas xmas Pay, _| —_ i _ +43 ee eet | \ cana Na | 3) | ee ee Oe ee Ce 0 ee ee a eee 1 e ye | K ! ¢ \é cl Sy GD! : \ kee at eyyre | | SCALE: 1”=40' een \_ bs SN no j | Z yid | WET POND ee ee Oe ee | . \ \xa in | | | a 20 40 80 “) \ ve - = A | hy JRACT BN: | ; Hy I 4B" cedar TOP DEAD STORAGE = 430.0 _ ( {OP SPACE” \\=ptie =H vy & — —=5 224.77° N89'00'23"W_470.05' by 245,28" 487 Cedar | a ~ N , ; a \ é y ae " 170 CB¥I re how, 150’ * EMERGENCY OVERFLOW SPILLWAY “ Se tote if 2 | y— Oo Pe RON Oy le TRAeT ALK Fah tosh aD 436 \ , ; BS \ 5,621 SF 5,621 SF * *%, 25 Oe STORM PO 10" [D ia } VERTICAL DATUM ,, 12° Cedar® —|— _ @14" Cedar - \ > a INFILTRATION POND CITY OF RENTON [Se — xn r A100 i 40” Cluster \Maple ” Twi i SS AZ SA bd N . 14" Twin deciduous ~» [OP = 430.0 NAVD 1988 _ _ 7 7 = f @18" MaplP Ros fi = \ / > Max WS. 073.0 BASE: @) / @18" Maple SG \ \ . } f | KING COUNTY SURVEY CONTROL POINT #RENT1843. 7 [ P Sus \ 16° Maple eg: maple BRASS DISK SET IN TIP OF A CONCRETE MONUMENT. ie a asu \ Ta \ 5 7 ——— \ SET 1.1" BELOW TOP OF IRON MONUMENT CASE AND \ 8 nos Ss 7,26 7.593 SF ’ 3 | COVER. : 5 S| 24° Twin cedar 7 cSsmHg3} \ “oN 16" Maple} 4 ELEVATION: §=425.17 = | g \_ 1008 i / \22" Maplel |, * ; - = —-+—3,—-——~— ~~ _ , % SITE: A Vay MO — oa Sec 1 es | SET. PK NAIL 20° + NORTHEAST CF BRICK WALL. S ge — to? 16" Twin maple / © 2.5°S OF TOP BACK OF CURB (N.!. 12TH STREET). OW a] 16" Maple [7 60" Cluster mepiel yy 11°;W OF GAS METER AT THE SOUTHWEST CORNER ah 20 sne0| 8 \ EE 12° Maple a / / OF N.E. 12TH STREET AND REDMOND AVE. N.E. ae oe 5 SP i al Se me q-~-/ 7 4 14" Map] a \ al, / / ELEVATION: 437.56 O° 2 Pe Se = 7,560 SF } ol / / Row a 7 See 6” SS (TYP.) i “ / / 4 | FSG 8 / Fa BASIS OF BEARING 6020 i NSE ae 20,388 SF \ 36" Maple | “1 / TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) @020 9 opie | I fio LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. fe) in ) \ ° CONVERGENCE ANGLE OF 0°59 56.822” COUNTER-CLOCK WISE WAS = 6, L sF 12 6629 sF | DECK : \ i. S| APPLIED AT AN "X” SET IN A 3” DIAMETER BRASS DISK IN A : XISTING HOUS| | @) MONUMENT. CASE AT THE INTERSECTION OF NORTHEAST 12TH Maple TO REMAIN 9, g sail i # STREET AND MONROE AVENUE NORTHEAST. MONUMENT IS THE . XIST. DECK TO = 3.993 SF \ aa" te) a , SOUTH QUARTER CORNER OF SECTION 4, TOWNSHIP 23 NORTH, 16° Maple oe" Maple BE DEMOLISHED (G, ) eee Sn vom \ Is RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, THE NORTH — 12” Cedar — apa Ws \ AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES ON —@id” Mapld ae DEM SHED. = : = \ WERE FOUND TO BE 186406.967 / 1308734.228 AT THAT POINT. Por SEMENT a ee Pe ues SOME Cp SEALE Face oe 6 Sontoats Was \ _ ok a ATE ROAD EA “es Maple ace) \ ~ APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. 3 8" mere EXIST. GARAGE {TO 2 2 foe fe Mp npn’ ® in a) 015) 9,843 SF 0” Mabl re) be @o15) = 50" LOCKED EMERGENCY ne \ : | (25 Beet 25"! ACCESS GATE 199° ‘\ Yo" celtar 9 LEGEND ! / 33" Fir Bae - a ve | CONNECT TO END OF HIGHPOIKT WATER - 3 — \ gov cedars” & EXISTING +MONUMENT . / 12" PUBLIC WATER—=| 7 ~ ~- _ 1s if RAGEMENS Br x nal iat alleen 7 yo +O- EXIST. POWER POLE es ee ee ee ee ee o i ee | | y x om a "Waple XX EXIST. POWER POLE W/LIGHT 4 Ss | NG ox 20" Ma ag 68 Gduster maple | a Beer coe wie cape awe — — 19 ti 48” Twin maple ~434 a GO} Gluster maple | EXIST. TV RISER 200’ CITY OF SEATTLE ~ ™ ! TRANSMISSION LINE cs 4 oO. EXIST. STREET SIGN te 2) 2 \ © EASEMENT REC. NO. e” Maples 46 d 3 (e S i ‘ PII 000 He 884980 _ fe Mapig \ Ly! IP EXIST. MAIL BOX y / re ! fo) ~ re) = - won SI RY 26' NCY FIRE AND .,: a => EXIST. GAS VALVE So eS SS . ARY ACCESS EASEMENT . EXIST. GAS. POST S| 66r SF ah . Uy . I ore | \ \aT m@O Ps 3) > () EXIST. SEWER MANHOLE Wy: 7 N \9 _— 7 ly ! q ‘_ 3 ¢ <8 Kae aan G x 5 Dd EXIST. GATE VALVE : << \S fe) 2S LQ : 1 OSS —_—— Zs 3} EXIST. WATER METER ‘ls \i 3 tes “ae — 52,845 SF po O 8 @008) 8 3 = EW i ° L771 | BUILDING => €] EXIST. 3’x4"x4” CONC. R.O.W. POST iis - 1 | | c O 7 7” ~, SEB EXIST. ROCKERY iv | \ \ LOCKED EMERGENCY iz | 1% | . yy —— a [+— EXIST. WOOD FENCE Tat _ 4 iN | 7 a am O——O EXIST. CHAIN LINK FENCE RW py 86" 55°14" Fig +7 sion poe 156" _ | ae = aM ae . “E oo — RW © PROPOSED MONUMENT EXIST. EP Wy i feos a 2 SIDEWALK 27. +. —— ae wy ae? = cre PE ras +9 > Ps A Fs Z Zo iene Pett a : te on YS Pe ™ PROPOSED CATCH BASIN ; 17 67 7 AT 7 ask ‘eg F 7 ‘eh 7 "shale Cee we Z ya A = as F oF ecee of asphalt | 7 Sithg 11 TIP LG awe SS Re GY A Ay = aes a LET Ee G4 pSeyalr ae LA TS — 273, aw3 @ PROPOSED SEWER MANHOLE ie WZ r¢ B 4k ng 2 gto b4 PROPOSED GATE VALVE é = * PROPOSED BLOW OFF ~ ca ‘A a, —RW— RIGHT OF WAY LINE SOUTHEAST CORNER OF —— MENT LINE 5 SECTION 4, TOWNSHIP a cere 23N, RANGE 5E, /| & rene Oi i Pe RROPERTY ne EXIST. SSMH a , ——440-——- _ EXISTING CONTOUR STA. 2+42.82; 2.81’RT. RIM = 441.88 LE.in=431.65 (8”W) LE.in=431.70 (8”E) L.E.out=431.91 (8”S) [ EXPIRES: 9-23-03] Power tower VICROFILMED APPLICANT: KBS M, LLC. 12505 BEL—RED ROAD #212 BELLEVUE, WA 98005 PHONE: (206) 623-7000 JOB NO. .Cenire 33639 9TH AVENUE SOUTH CITY OF RENTON DEPARTMENT OF PUBLIC WORKS FEDERAL WAY, WA 98003 (253) 661-1901 Pointe CONCEPTUAL. STORM AND UTILITY PLAN DESIGNED DKB Surveying DRAWN WB DATE 01/10/02 FALE NO. 1059 CHECKED DKB SCALE 1”=40' FIELD BOOK PAGE __ APPROVED DIRECTOR OF PUBLIC WORKS act 2 of oO PP-02-005 PP P — S S = T T I T DA T E : FI E L D B O O K : PA G E : DR A W I N G NO : OF : SH E E T : JO B NO : CD : ST A : PA P E R SP A C E : of CI T Y OF wl RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . PL O T SC A L E : XR E F : PL O T DA T E : FI L E N A M E : PR E L I M I N A R Y PL A T VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 > Pl = = 382 oO BiZuwe pa ie 21°22 “n wl 3°83 Z/@5% a ae Pr] ji” 3 —_+ |] m;]mja]a SISIZISIAS zi a Q;a a |2 18 |S |& o. a| a < 8 LW S| < 4| Oo Oo > 2) mo 9) re ae J = = Oo Oo Zz El 2 aml oO “1H welpo=—€ ol Gh E| ow oO ac ta Qa Qa WJ a) Pea a fo) -| = HIGHPOINTE Il RIM = 441.88 L.E.in=431.65 (8”W) \ A PORTION OF THE SE. 1/4 OF THE SE. 1/4 SEC. 4, T.23N, R.5SE, W.M | | e a s s e 5 s 5 s 5 s "9 \ TRA C TA | | a | ” | CITY OF RENTON, KING COUNTY, WASHINGTON ‘aa en eon ee ee Sees RES el ees mits eee ey eae cs afl! jx 4 1 \ fons | | | a : \ 4 Nie | | poaaaee an ak va ee | \ I aa FO | ¢) (64) \ \ wha Uk ab Sp | (a | 64 | ®) fear em: E~ Le desl | \ LO A | S | & | ! 1p \ eh pO a3 | . ITE DATA: | \ | | I Lee vP ne ! | 1. TAX NUMBERS: 042305-9223-02 ee oT | a \ | : oe €. X | a yw oi —_~— \ N\ 9 Xx | a . % YO @) T \ 2. PROJECT AREA: 3.67 ACRES (159,823 SF) : \ \ Th CT BN \ 1 a i | ‘ { NG, : 3. NUMBER OF LOTS: 12 | ee { , \ \OP SPACE™ | \ | | a : io | 4. EXISTING USE OF LAND: SINGLE-FAMILY RESIDENCE/DE TACHED F 50°7 50 pO = eee : ie enti | | . 2 En pelosi: ene BL 150° : 5. PROPOSED USE: SINGLE-FAMILY RESIDENCE/DETACHED 603 < aN ‘\ \ \ \ \ \ PF ‘ Yo SS s \ r ~ ' 6. EXISTING ZONING: R-8 iS H | [ | 2 ! * S 6 \ a a? AT 25" & Le TRACT. "A” %, CH) 7. EXISTING CO 436 W | 2 | , 9901 SF \ ? ' 5 STORM POND ah , MPREHENSIVE | sea se |] 1 5621s | | \ — | © B wy! LAND USE DESIGNATION: RESIDENTIAL SINGLE FAMILY 4-12 D.U./AC. pee L = _ \ st Q ae er } ge ie 3 100” _ ~“ ro) | ! 8. DENSITY: 3.27 D.U. PER GROSS ACRE EE a 7B, IM OSS Is es n Ie « [2 i % 9. SMALLEST LOT SIZE: 5,621 S.F. ~ Fs | ! Sa | | \ “\ jos ———— aan / 3 10. SMALLEST LOT WIDTH: 50’ a?” f . 7 | | rae \ | . | \ 7 BUILDING SETBACK~/ / | fo ' \ \ 3 L —é — A Ny | 5 LINE (TYPICAL) - 1” *% 11. BUILDING SETBACKS: FRONT YARD: 20 8 NSM 7,267, SF \ 7,593 SF / ow, | SIDE YARD: 5° ° 4 L_—___ Ss i % \ / ‘ ee vee ee REAR YARD: 20’ i pH Ja ee oe | . « SL sso { | 2 PRIVATE ROAD EASEMENT’. Sra poof < sno] 5 \ =] ¢ |50” = J : Y { \ rn® oe —- qf Ppota-7-- ass a 4 -— 1 df / o 2 Mf 7,560 SF ‘ j Bl / / UTILITIES AND SERVICES: wv po | Be ° i . / : Oo SHED | a — — NN ! ‘o Fal / eee eee ae ee WATER: CITY OF RENTON at — —* et nee Iya a we ra + 7 f By i | 1-18 | 388 SF a a / SEWER: CITY OF RENTON 020 o 1 | fol 9 bey \\8 | \ { | ; ef PHONE: QWEST COMMUNICATIONS pi 6.629 SF | FI] 6,629 SF IS oon 3! 3 \ | 3 = | : SUL ONG cel ne get eae | a 9.718 SF \. \ | Te. 1s %) LINE (TYPICAL ) . \ Ly fen 4 POWER: PUGET SOUND ENERGY | 4 il Wee eae (3,223 SF) a z %s ‘| Bhy , & GAS: PUGET SOUND ENERGY oe ns dle! winaioncia tendons, S IST. SHED TO , » ee ae + 1: \ we CABLE: TCI (DEMOLISHED | (ATE ROAD EASEMENT \ ec} 7” C46) » de we J | \ Q ; FIRE DISTRICT: CITY OF RENTON FE 2 fry le ‘ % _ = Ls . wv SCHOOL DISTRICT: RENTON SCHOOL DISTRICT alan \ \ ! \ BN? : LOCKED EMERGENCY , * \ SOURCE OF BOUNDARY: FIELD VERIFIED BY CENTRE POINTE SURVEYING, INC. ACCESS GATE;99) TNF es SOURCE OF TOPOGRAPHY: FIELD SURVEYED BY CENTRE POINTE SURVEYING, INC. \ i" Sea \ ~~ \ ~ 4, | oe “-— coin Bl ie \ ~— ey KL SK | aon LEGEND el ee | a | @ EXISTING MONUMENT 1 200° CITY OF SEATTLE 1} ~s Ww, Eastin ec. No % ae Le) : ; oO eRIctt.. SPCR PRE = © 3335065 & 3664560 \/ BUILDING SETBACK XXL EXIST. POWER POLE W/LIGHT Li iS ( LINE (TYPICAL) Ly! > fos) €— EXIST. GUY WIRE =i ecole aos! " IDARY pias EASEMENT / “ec re tale =< RR a 66-0 Sa ah : EXIST. TV RISER ws . | = STB}. et Lu LUI |% yo Jae Ww “ | > 1. EXIST. STREET SIGN Ow / S nO se ee 2) ote as 3 a ao | i 5 | EXIST. MAIL BOX >|2 : 3 Fl O _A = is ro : — 52,845 SF 3 EXIST. GAS VALVE J \x = i ) 3 Q Ener HOUSE Ex BUILDING G62) = ° EXIST. GAS POST rr l= A o LOCKED EMERGENCY z >| (S) EXIST. SEWER MANHOLE * \ pss \ ACCESS GATE a le ; \ \ we D< EXIST. GATE VALVE Se 3 } ‘\ \ pe , came j a I C0 os Cae Oh fH EXIST. WATER METER iad _- S89'00'23°F 24] 3 a : 55. 2 156" ane = % : Ps . 7, 7 © El] EXIST. 3’x4"x4” CONC. R.O.W. POST EXIST. EP on v: ral A: a — oe Fy y Rw Fo ii e is) Z sp 4 a ie ~ gi _ [concrete 85 se Fa SEF EXIST. ROCKERY _ ws ash ge ' "1585, ca3 IZ Or TT 8 <7 Edge of asphalt ~ fio ie ASP ? yi 4 29, 63 oS line [+--+ EXIST. WOOD FENCE 4 LZ = a z = aa ee ae <. Bash, A mG Zz XZ g F342. 73, 4y3 Rn ry 7 6 — — O-—-O EXIST. CHAIN LINK FENCE SUEY iy ; ag AL yy A Uli: F yay 910 VA: ‘ ile ad oe —RW— RIGHT OF WAY LINE SOUTH 1/4 CORNER OF SECTION 4 TOWNSHIP Cc) \ of se ——£L—— EASEMENT LINE 23N, RANGE 5, FOUND 3” BRASS DISK = J nour CORNER OF ——PL—— = PROPERTY LINE ae Oo = SECTION 4, TOWNSHIP FOUND DISK WITH —440-—— EXISTING CONTOUR EXIST. SSMH >i PUNCH, INCASED STA. 2442.82; 2.87 RT. C) = ENGINEER/PLANNER/LAND SURVEYOR: OWNER/DEVELOPER: SURVEYOR: ENGINEER/PLANNER: CENTRE POINTE SURVEYING, INC. OWNER: 33639 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 CONTACT: NORM LARSON, P.L.S. (253) 661-1901 DEVELOPER: BP LAND INVESTMENTS, L.L.C. P.O. BOX 5206 KENT, WA 98064-5206 (360) 894-5315 ALBERT A. AND JUDITH M. LAPOINTE 3722 N.E. 12TH ST. RENTON, WA 98056 KBS Ill, LLC 12505 BEL~RED ROAD #212 BELEVUE, WASHINGTON 98005 CONTACT: BOB RUDDELL OR KOLIN TAYLOR PHONE: (206) 623-7000 1E.in=431,70 (8°E) LE.out=431.91 (8°S) [ EXPIRES: 9-23-03] Lt \\ Vener \ \ eater tower 1) 2) 3) 4) 5) é) ? MICROFILMED SCALE: 1°=40’ O 20 40 80 VERTICAL DATUM CITY OF RENTON NAVD 1988 BASE: KING COUNTY SURVEY CONTROL POINT #RENT1843. BRASS DISK SET_IN TIP_ OF A CONCRETE MONUMENT. SET 1.17 BELOW TOP OF IRON MONUMENT CASE AND COVER. ELEVATION: 425.15’ SITE: SET PK NAIL 20° + NORTHEAST OF B&ICK WALL. 2.5°S OF TOP BACK OF CURB (N.E. 12TH STREET). 11°W OF GAS METER AT THE SOUTH: “ST CORNER OF N.E. 12TH STREET AND REDMOND .\VE. N.E. ELEVATION: 437.56’ BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 0°59'56.822” COUNTER-CLOCKWISE WAS APPLIED AT AN "X” SET IN A 3” DIAMETER BRASS DISK IN A MONUMENT CASE AT THE INTERSECTION OF NORTHEAST 12TH STREET AND MONROE AVENUE NORTHEAST. MONUMENT IS THE SOUTH QUARTER CORNER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE S EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE _186406.967 / 1308734.228 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999984454 AND THE GRID SCALE FACTOR OF 0.999999424 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. LEGAL DESCRIPTION THE SOUTH 470 FEET OF THE WEST 470 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. EXCEPT THE WEST 241 FEET OF THE SOUTH 225 FEET THEREOF; AND EXCEPT THE SOUTH 30 FEET THEREOF FOR ROAD. SURVEYOR’S NOTES THE MONUMENT CONTROL SHOWN FOR THiS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR poomeer ri ee TRAVERSES MEET THE STANDARDS OF WAC UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATIONS ARE SHOWN HEREON. THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS eS alae AUGUST 28, 2001, THE DATE OF THIS FIELD SURVEY. FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 1010246, DATED JULY 20, 2001. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. AN EASEMENT FILED UNDER RECORDING NUMBER 5704032 IN FAVOR OF OLYMPIC PIPELINE COMPANY EXISTS, THE LOCATION OF WHICH CANNOT BE GRAPHICALLY DEPICTED UPON THIS SURVEY. AN EASEMENT FILED UNDER RECORDING NUMBER 7301150404 IN FAVOR OF OLYMPIC PIPELINE COMPANY EXISTS, THE LOCATION OF WHICH CANNOT BE GRAPHICALLY DEPICTED UPON THIS SURVEY. OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. CITY OF RENTON RECEIVED FEB 08 2002 BUILDING DIVISION 4 APPLICANT: KBS M, L.LL.C. 12505 BEL—RED ROAD #212 BELLEVUE, WA 98005 PHONE: (206) 623-7000 JOB NO. Centre Pointe Surveying 33639 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 (253) 661-1901 1059 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS PRELIMINARY PLAT DESIGNED DKB == paTE 01/10/02 FILE NO. DRAWN IWB_ cHecKeD DKB _s | scale 1"=40' [ELD BOOK PAGE __ DIRECTOR OF PUBLIC WORKS — {SHEET 1 OF 3 PR 04-005 | UA O 2 - 0 0 5 , , FP , EC F PP P — - S S - T T T T DA T E : FI E L D B O O K ; PA G E : DR A W I N G NO : OF : SH E E T : JO B NO : CD : ST A : PA P E R SP A C E : PL O T SC A L E : Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . PL O T DA T E : XR E F : FI L E N A M E : PR E L I M I N A R Y PL A T CI T Y OF RE N T O N VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 . a Ea = x|328 fe) SlaAawe x Zi" 29 Tp) wi ils Z(e5< vp) oj; 2 << ca os a 3 ea on w + | @a;ma;a];]a wix<|j/sS/<|{[~x Zzaiaogt~rsy~a;a ele le (8 ie a 18 {8 16 {& a a; a << S ‘| = S| < | a [o} > el mo 2 a tJ = = Oo oO z El 2 = 21 5 S| 5 el o oO a Li ra a tJ ” re [a fe) -| Zz A PORTION OF THE SE. 1/4 OF THE SE. 1/4 SEC. 4, T.23N, R.SE, W.M., \ HIGHPOINTE Il CITY OF RENTON, KING COUNTY, WASHINGTON SITE DATA: 1. TAX NUMBERS: 042305—9223—02 2. PROJECT AREA: 3.67 ACRES (159,823 SF) 3. NUMBER OF LOTS: 12 4. EXISTING USE OF LAND: SINGLE-FAMILY RESIDENCE /DETACHED 6 5. PROPOSED USE: SINGLE-FAMILY RESIDENCE/DETACHED 603 6. EXISTING ZONING: R-8 7. EXISTING COMPREHENSIVE LAND USE DESIGNATION: RESIDENTIAL SINGLE FAMILY 4-12 D.U./AC. 8. DENSITY: 3.27 D.U. PER GROSS ACRE a 9. SMALLEST LOT SIZE: 5,621 S.F. 10. SMALLEST LOT WDTH: 50’ a 11. BUILDING SETBACKS: FRONT YARD: 20’ \ SIDE YARD: 5’ . REAR YARD: 20’ @ or Oye? - o o? UTILITIES AND SERVICES: yor WATER: CITY OF RENTON 4 SEWER: CITY OF RENTON ele’ PHONE: QWEST COMMUNICATIONS BUILDING POWER: PUGET SOUND ENERGY ING CREPICALY GAS: PUGET SOUND ENERGY a CABLE: TCI FIRE DISTRICT: SCHOOL DISTRICT: SOURCE OF BOUNDARY: FIELD VERIFIED BY CENTRE POINTE SURVEYING, INC. SOURCE OF TOPOGRAPHY: FIELD SURVEYED BY CENTRE POINTE SURVEYING, INC. CITY OF RENTON RENTON SCHOOL DISTRICT LEGEND EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. [l l Bo s x o p a w p a t x d s e EXIST. —RW—— ~—sRIGHT EXISTING MONUMENT POWER POLE POWER POLE W/LIGHT GUY WIRE TV RISER STREET SIGN MAIL BOXx GAS VALVE GAS POST SEWER MANHOLE GATE VALVE WATER METER E¢ MO N R O E AV E . N RW SETBACK XIST. SHED TO: (DEMOLISHED sy os a» ~ . Ce 70° as TRACT A | | | \ "OPEN SPACE\” ! \ 7 ! 6 ! 5 wh 4 ) \ a ZO { i yf ARISES Stent satan sir | et eee ee i —_ ~~ ray i beter eal \ rn aaa | oe oF i bo en aenee = = L = ; aw oh <5) \7 .O } 1 \ Oph G23 \ { / Q »» We > ¥ ie rep ! ~ \ \ e \7 | 7,267, FG oti /RACT B \\ (OP. \ SPACE” | 3’x4"x4” CONC. R.O.W. POST | EXIST. EP ROCKERY WOOD FENCE CHAIN LINK FENCE OF WAY LINE plone. ween S89'00'23"E 24103" :: gua > U ' L 7,560 SF 9,843 SF LOCKED EMERGENCY 200° CITY OF SEATTLE \ TRANSMISSION LINE io) EASEMENT REC. NO. { 3335065 & 3664560 oa 4~ a“ —~ —~ ~~ "32,845 SF ACCESS GATE ee ened ell ra é a a AT A a ay ie AO a a Ae EAM PHALT de 1 63,82 f xn 1S SOUTH 1/4 CORNER OF RW SECTION “4, TOWNSHIP m—EL—— EASEMENT LINE 23N, RANGE 5E, FOUND 3” BRASS DISK ——PL—— = PROPERTY LINE nue 7 ——440— EXISTING CONTOUR EXIST. SSMH STA, 2+42,82; 2.81'RT. RIM = 441.88 L.E.in=431.65 (8”W) 1.E.in=431.70 (8°E) LE.out=431.91 (8°S) ENGINEER/PLANNER/LAND SURVEYOR: OWNER/DEVELOPER: SURVEYOR: CENTRE POINTE SURVEYING, INC. OWNER: = ALBERT A. AND JUDITH M. LAPOINTE 33639 9TH AVENUE SOUTH 3722 NE. 12TH ST. FEDERAL WAY, WA 98003 C ENGINEER/PLANNER: BP LAND INVESTMENTS, L.L.C. ONTACT: NORM LARSON, P.L.S. (253) 661-1901 P.O. BOX 5206 KENT, WA 98064-5206 (360) 894-5315 DEVELOPER: BS Ill, LLC 12505 BEL—RED ROAD #212 BELEVUE, WASHINGTON 98005 CONTACT: PHONE: (206) 623-7000 RENTON, WA 98056 BOB RUDDELL OR KOLIN TAYLOR Poorer 7,690 SF “\ se Seg gee a ae BUILDING SETBACK _ LINE (TYPICAL) Y FIRE AND LOCKED EMERGENCY ~ BUILDING SETBACK - LINE (TYPICAL) NE . Lui, 2) = lu —— S IS BUILDING G62) = ® _) Z - 7 me -Edge of asphalt | e— / ES EZ Ee Pog line = —— EN 842.73, —__4¥3 “Ay | EXPIRES: 9-23-03] £ pe veyiow 9 A10 7 if Le aed of asphalt RW SOUTHEAST CORNER OF SECTION 4, TOWNSHIP : 23N, RANGE SE, FOUND DISK WITH PUNCH, INCASED SCALE: 1°=40’ 6) 20 40 80 VERTICAL DATUM CITY OF RENTON BASE: NAVD 1988 KING COUNTY SURVEY CONTROL POINT #RENT1843. BRASS DISK SET IN TIP OF A CONCRETE MONUMENT. SET 1.1’ BELOW TOP OF IRON MONUMENT CASE AND COVER. ELEVATION: 425.15’ SITE: SET PK NAIL 20’ + NORTHEAST OF BRICK WALL. 2.5'S OF TOP BACK OF CURB (N.E. 12TH STREET). 11’W OF GAS METER AT THE SOUTHWEST CORNER OF N.E. 12TH STREET AND REDMOND AVE. N.E. ELEVATION: 437.56" BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 0°59'56.822” COUNTER-—CLOCKWISE WAS APPLIED AT AN "X” SET IN A 3” DIAMETER BRASS DISK IN A MONUMENT CASE AT THE INTERSECTION OF NORTHEAST 12TH STREET AND MONROE AVENUE NORTHEAST. MONUMENT IS THE SOUTH QUARTER CORNER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE 186406.967 / 1308734.228 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999984454 AND THE GRID SCALE FACTOR OF 0.999999424 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. LEGAL DESCRIPTION THE SOUTH 470 FEET OF THE WEST 470 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER GF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. EXCEPT THE WEST 241 FEET OF THE SOUTH 225 FEET THEREOF; AND EXCEPT THE SOUTH 30 FEET THEREOF FOR ROAD. SURVEYOR’S NOTES 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER AND REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEE (GEODIMETER 600 332-130-090. 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATIONS ARE SHOWN HEREON. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED AUGUST 28, 2001, THE DATE OF THIS FIELD SURVEY. 4) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 1010246, DATED JULY 20, 2001. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 5) AN EASEMENT FILED UNDER RECORDING NUMBER 5704032 IN FAVOR OF OLYMPIC PIPELINE COMPANY EXISTS, THE LOCATION OF WHICH CANNOT BE GRAPHICALLY DEPICTED UPON THIS SURVEY. &) AN EASEMENT FILED UNDER RECORDING NUMBER 7301150404 IN FAVOR OF OLYMPIC PIPELINE COMPANY EXISTS, THE LOCATION OF WHICH CANNOT BE GRAPHICALLY DEPICTED UPON THIS SURVEY. 2 OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. CITY OF RENTON RECEIVED FEB O08 2020 ROFILME BUILDING DIVISION SECOND THEODOLITE THE STANDARDS OF WAC STATIC « W APPLICANT: KBS I, L.L.C. 12505 BEL—RED ROAD #212 BELLEVUE, WA 98005 PHONE: (206) 623-7000 JOB NO. Centre 33639 97 AVENUE SOUTH FEDERAL WAY, WA 98003 Pointe (253) 661-1901 Surveying 1059 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS PREL MINA L DESIGNED DKB DRAWN TWB DATE 01/10/0 A FALE NO. CHECKED DKB scaLe 1”=40' APPROVED DIRECTOR OF PUBLIC WORKS — |SHEET. D o_3 2 D2-005 PP P — S S - T I T T OF : JO B NO : CD : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : ‘ § g - ‘ wu |= im] EF i eis (2 Ww Qa a 7 2 CO s& mo, 8 Pi 2 OR so 5S faa) MN mo .S asd c 7") ls aa ge “3 33 z 2 S | alae vn wil ie 8 5 aeey <t <e —_ |M} mio; @a by | x we oN SIA|El|AIA ai# {8 jé [& ~ mle) i < 8/38 t/t] # ile] oO] oO 212] 25 Piz Gla =\i= =| = 8|8 S15) > || S ”Y 5/5] E/E) a OO} O reed fies Qyja Ala dl |G alo S Nim] Z HIGHPOINTE Il A PORTION OF THE S.E. 1/4 OF THE S.E. 1/4 SEC. 4, T.23N, R.SE, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON 26’ ACCESS AND UTILITY EASEMENT 10° ! | qu | 4” MIN. COMPACTED DEPTH CLASS 'B’ ASPHALT CONCRETE 6” MIN. COMPACTED DEPTH GRAVEL BASE 26’ PRIVATE ACCESS AND UTILITY EASEMENT SECTION N.T.S. ee a OF WAY CENTERLINE 30° HALF RIGHT OF WAY 18’ 12.5°+ 5.5'+ EX . RO A D CR O W N EXIST. 15.5°+ EXIST. ASPHALT PAVEMENT SAWCUT EXIST. PAVEMENT NE. 12TH STREET 2” COMPACTED DEPTH CLASS ‘B’ ASPHALT CONCRETE 2” ATB 1-1/2" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE 5” COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE GRAVEL BASE CLASS 'B” MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS HALF STREET IMPROVEMENT SECTION 4” THICK CONC. SIDEWALK CONC. VERTICAL CURB & GUTTER PER DETAIL THIS SHT. NOT TO SCALE N0 0 1 6 ' 2 8 " E MO N R O E AV E . NE BUILDING DRYWELL NOTE ALL LOTS SHALL CONTAIN A 4’W X 2.5'D X 20'L INDIVIDUAL BUILDING INFILTRATION TRENCH. SEE DETAIL ON SHEET 8. SOUTH 1/4 CORNER OF SECTION 4, TOWNSHIP 25N, RANGE 5E, FOUND, 3” BRASS DISK WITH “Xx” L.E.in= 431.65 (8”W) LE.in=431.70 (8"E) LE.out=431.91 (8”S) —_— Power tower MICROFILMED . \ TRACT A, \[E . eo G- gm | we 1 ay \ "OPEN SPACH” VI. oo ) ~ lo i | \ ee ees Set \ yp! gtagd | WS = =H ! se aie 4 ’ | | a CB Oo | | W | ¢ VG! | _o > I 3 | SCALE: 1”=40' 2 = 3 | mn oO ae ee y ! 3 \ TRACT A’ | 0 20 40 80 | : «| STOk IM POND 30" _—— —= 224.77’ ~ __N89{00'23” We 470.05" Ibs pene ity x ™ \ . . Xe) : a : 6 al te 14° MAPLE \ a { —-- 130 EMERGENCY OVERFLOW SPILLWAY 003 of , \ \ . A At . G03) L Y“ 5 MAPLE 5 \ x, A Qi aR ad . “1 Ve) x \ =e! 40° M E Cl 6 3 36 11 12 \ =| x ~ 5,621 SF 5,621 SF hy a, a 5 \& bo" pEGOUEUS = i VERTICAL DATUM _- © —1_ x ’ 2 , iy — RT GEDAR LS coer \__ 100 : : f——____ WET/DETENTION POND CITY OF RENTON ee ee oe . ~ %e _ \ ct CBP BOTTOM EL. = 424.0 NAVD 1988 / ie MAPLE oe = \ 1ST" 14” DECIDUOUS TWIN \ F <j TOP DEAD STORAGE EL.=427.0 / <=5 , / + MAX. W.S. = 430.0 BASE: %) ies] == \ ; 20” MAPLE / | TOP ELEV. = 431.0 KING COUNTY SURVEY CONTROL POINT #RENT1843. 4 |. 18” MAPLE asi \ |. \ 7 H#t 5 Fo | BRASS DISK SET IN TIP OF A CONCRETE MONUMENT. (e , 8 ~22 \ {x co. (Typ) \ 7.593 SF MARLEY | SET 1.1’ BELOW TOP OF IRON MONUMENT CASE AND \S wu k 7,267 SF & 16" MAPLE/ 22° MAPLE ELEVATION: 425.15° S ‘Ay 24" CEDAR TWIN sig _ ™ es ROOF \& FOOTING ee ae Re i ef ae ee : : = LA : / CONNECTION S ©0235) I S - Se | owes f- cation chaamedheentanemn ee ernment s | \ 147’ WR uhRE shew, ‘ SITE: x \so'i? MAPLE az res — = : / SET PK NAIL 20° 2 NORTHEAST OF BRICK WALL. 6 Fase” TT etre 2 con | 7 ae / § Bi St SE CASE UE (US lal, OER > oboe < e+ - i AS M A rs : seo] 8 16" MARLE A ! 26} PRIVATE ROAD EA ms wm ih aaa / ; OF N.E. 12TH STREET AND REDMOND AVE. N.E. oh oS) pp y-F+=-=--==ss4 7,560 SF 8 (3 , ap sey ELEVATION: 437.56" > ae ad ™ Or P j oe poe sistent “el “[s RY eo / 6” PVC ROOF DRAIR \ i mf / ne —_ a at NY / STORM SYSTEM @1.0% —; / / / ‘ a 1 SSG MIN. SLOPE (TYP. , a / j 4 : | hea - 8 165° Z / / BASIS OF BEARING : * x< y Biceianetl — = i / 6620 1 NS tj t+ 20,388 SF [ Nem (re) ‘30 it / TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) . 9 ; . ( iQ LAMBERT GRID WASHINGTON STATE. NORTH ZONE COORDINATES. A 2 i DECK 7 | |e CONVERGENCE ANGLE OF 0°59 "56.822" COUNTER-CLOCKWISE WAS - 6, I SF |= 6,629SF 2 J 7 A ‘ is! APPLIED AT AN "X” SET_IN A 3” DIAMETER BRASS DISK IN A his MAPLE XISTING HOUS: 9.718 SF \ \ a Q) MONUMENT. CASE AT THE INTERSECTION OF NORTHEAST. 12TH pas, pec ot To ae | . \etk ot oe STE! AND HOE, AEE OEE AST ON oh | eet a trie BE DEMOLISHED (5,228 SF) | eee \ Veen Ry \ RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH mere es Sheed 6,» EXIST. SHED TO | 202" % \ ters \ AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES —@'? CEDAR | BF DEMOLISHED 7 — - - . AS \ WERE FOUND TO BE 186406.967 / 1308754.228 AT THAT POINT. tive (ee a met kunt EO G SS ore SS AEE IO So sSGI has BX MAPLES ood | : | | 12” PUBLIC WATER Ae eA 2) MAPLE) \ ‘\ “ C46 APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. 8° MAPLE ~~ -— EXIST. GARAGE [TO pe on fates ENT 0°. MAPLH| TWIN 3 | E DENOLISHED _~——<— —— aegll _ J 2 ‘ fe) \ 56° MAPLE TWN] fe ( L ¥ T aN i J Gore 1257 — "$8900 =! —_ ae 4 — F i t 2) oe eee © \ | i aie | A ee ee Sh \37\ Ye ACCESS GATE 991 — \__ a" ceoany RS LEGEND | CONNECT TO END OF HIGHPOINT WATER Bas Dae. Sy oN oe \- yoncepar RS EXISTING MONUMENT I / 12" PUBLIC WATER—=| 41 “ ¢ me \ i ‘Veus" obpar ic = ig | EASEMEN? Tel qe 6 ie - eR ~ ey ~O- EXIST. POWER POLE a Fy femews ous canes Becca’, curtain yt] | ~ . re) ~~ } pocse , vot 4 = io Se \ wae 7 XX EXIST. POWER POLE W/LIGHT / / | .& Xv “e) 137.5 20” MAPLE® E CLUSTER L. 122’ Fi PhS ee en I a 5 | €— EXIST. GUY WIRE ido he J -- -SN ~434 Es 19] MAPLE uv oY wae 625 ae hate Tuy 82 - l 4 EXIST. TV RISER © , | i “ a pO 200° CITY OF SEATTLE 60" MAPLE CLUSTER — Pn se nee) e] , MSO NS or ds EXIST. STREET SIGN iain a ee aa bt pecines ada | a —_ i 7 7 \ i ‘es | - x ns | S| ( 5 hi 3335065 & 3664560 24" MAPLE uy [P EXIST. MAIL BOX 7 / ‘ cy / re a we») | \ yi ae | iS) ; res \ : an a _ | tar \ ee = es cy ! riprap PE lpr // Sy St ark ee ns = alae alae iii bk ; Se co es ae See we ee CCE: SEMENT ae ae ony exist. House |” oe rh 66 a Te wR cans inten 4 Lj _{L. EXIST. GAS POST - ! ~ May \ | apes ty a | | | — | ! Ke ea | \. xT RO tam 3) > . ©) EXIST. SEWER MANHOLE . \ = oo es Pa i | \ an is , Q iF S 4 V8 or? y-> \ = = >< EXIST. GATE VALVE s) . wi A & Ne pe \ Fe S 3 | “TN | , =! {og Sa | OWS Vn — IS T. WATER METER Z 8 a 4 1 2 ce a 2 \j 3 | Pr. tz. \b \ oe ela — 32, 845 SF yb0 62) O 8 FA OEXIST. WATE! 005) ‘as 5 N ct! > ju EXIST. HOUSE FE \\ i) -’| | BUILDING aon => ” {J EXIST. 3'x4°x4” CONC. R.O.W. POST ~~ \ ~ < | xd oe _ a | | & = pe c O | a 7) _, SEB EXIST. ROCKERY | |} ast royT | ; \ ky \ ‘ LOCKED EMERGENCY rx ° 1 BL ym | At Ny ae . a ACCESS GATE Zi C-—-11 EXIST. WOOD FENCE ae - x N i ~ = te \ en 50° 4 12 Soo bal | is #1, \ i i | eT a ee O-—-O EXIST. CHAIN LINK FENCE RW ‘ = caer =e a 1 o™~ 66 my 55" 14” FIR \ 73° Sp. . Ce are all 166° | i > i ~ : O25 E Z HO, ‘ SS j ie ( 3 . : fi \ t . micas - sae an 5 Ag) EXIST._EP. a “e 5 SIDEWALK, : | be os pa 7 ¢ WCKSTs/a7 0 ace et wet Hh : ae —389°00" 25E 229.05" iz Cn .. 7 RW @ PROPOSED MONUMENT : . rc ee AES RETA BPS Hh RS . —— Hi ; Porte 7 Aw - = vA a > e oS {8 O54 zk t+ SS EXIST. EP | m™ PROPOSED CATCH BASIN Xl I ame — 7 Fe atta Oz aguas 1553.82" , Lok 4 en = Wok OE A as me ao EAST Bats ma x y, A 7 Fes LINE = he @ PROPOSED STORM MANHOLE f as WAS Wy a4 YZ a, o; ge a f if Ph ke gt “SINGLE” YELLOW oN = 910 @ PROPOSED SEWER MANHOLE = hulle ONS AR. EBT A, r J e\ yr )4 PROPOSED GATE VALVE . = =e \ EXIST. EP a ° PROPOSED BLOW OFF ; /Q dy \ SOAS Coney oF ——RW— RIGHT OF WAY LINE 23N, RANGE 56, Q Ly 2, te DISK WITH ——E—L—— EASEMENT LINE EXIST. SSMH / RNECH, IN STA. 2442.85) DIRT. C) > seine ——PL—— = PROPERTY LINE RIM = 441.88 30’ << 50" \ tu \ ———-440-——-_ EXISTING CONTOUR CITY OF RENTON | EXPIRES: 9-23-03] APPLICANT: KBS MM, L.L.C. 12505 BEL—RED ROAD #212 BELLEVUE, WA 98005 PHONE: (206) 623-7000 JOB NO. Centre Pointe 53639 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 (253) 661-1901 Surveying 1059 DEPARTMENT OF PUBLIC WORKS CONCEPTUAL STORM AND UTILITY PLAN DESIGNED DKB ———SS—| pate 01/10/02 FILE NO. DRAWN IWB CHECKED DKB SCALE 1°=40' FIELD BOOK_— PAGE __ DIRECTOR OF PUBLIC WORKS SHEET. 2 OF 3 PP-02-005 East 1/4 corner of Section 4, Township 9° a 23N, Range 5E, 4 , . found monument . a $89 °19'27"E 2612.09 cm incased North line of the SW 1/4 Lf “y of the SE 1/4/fof the SE _—gr& 3 1/4 of Sectiof 4, Township ( 4 23 North, Range 5 East f 2: + . ; 2 eo ; 1 : a] : ; Feu 43: ° , ” e ©) é Lo mg ry of ‘ 42 E es —~——, ( ~ / . gr | 48"\Cedar . S ae .4°N of nor 7 = ne ees = ai s = , N89 00 23 W 470.05 ' 4% line oe 0.2" and 4.5°N t x ° cy z - as : eS 4° hog\ wire fence \@ : an oi com ' : aa . Z of corner End of 8° woop N ; i, ee. i ee) purity 45.26 ¥O" Cedar a2 fence 0.1’ —, 2 nen e" warning . : ih 0.3'S of —— . signs IS 2 €3)4" Maple \ pete rs res i e \ \ se Ue 46" Maple > oye ‘ © : ‘ _ < \ x \ we \ we é _— oy \ h e ia e oe ; \ we cluster Maple (2) e & \ . a: we pe \ nes 2 duous \ %O —@1a—Cedar @14" Cedar ° °° iy 5 — a ns \ . Pg 28 eee ~ 44" twin deciduous 4' ood el wo ap! wood fence \ \ \ fqnte * oo \ 3 | - if Cis" wapie N K 4 hg x ry \ ON xP: * . ihe) / C318" Maple \ oe P , eo" oe | 3 ° \ we | m ot 16" Mapleg3}20"Arapie | al: ° b . \ 4 we? ° x ro \ \ . ) | B » \ eo S ° 2° oO x } Wy \ ; rg) IN y Bs a: \ 2? | © \ Uy 24" twin Cedar ~~ MP 5 we /) \ >" | = N ° : = we AN \ \ i r \. ars eo 12" Maple ad 46"\twin Maple Neal = uM 6" = iz C34 ee \ eo” a ‘ \ ae 108 re ae SW ‘te ° ; 1° Peckeryso oO rockery of the 1/4 of the Shed Ox ae ar cate IN AN 1/4 of Section 4, Township a a ae [2 North, Range 5 East LS b 12" Mapté _° x x es mec ) 6 cyclone fe \ @ - @ 60" cluéter Maple or" yr % Cie x e ee \ _— we Re _ eK 0 2° — IN 4 > x \ es C3414" Maple eo J 2: —_—_—_ Gate : ° J.> g- cyetonaytence yy ___—x x ‘ / 2 |} XK iH e ® \ \ we 0 20 40 / Bs \ : e | | pe bate / | \o | e / 6 e yr & Ress a Soa ' rom - a | ice "I \ cale / “ 2' Brick SS , va /[ ia ve ” planter <—e \ \ i} 2 QO 3 : . D k —_—_— 2 x eg ie \ es i ca Step Residence \ 5 9 o* q) i i \ er Ne) Few . oO @8" Maple —_——— . oe : e . ob 3° ¢ | b PS 0?" . yf @2' rockery \ 2 ° 44" corel - 3 v LO if2" Tron 16" a Pr L D a, , 2 \ Ww m pipe | Maple Ao Maple we \ ‘ ae — Cw \ i. ee iG isda se S = oe 3° hog wire fence * pum 6°’ wood ° 1.4°W ofpeast line bs a fence yo the Maple a \ ay 2 \ Me we uJ ap 4 we a 3Q" S 3 z a oe" Maple 1" x a aes ee S “ » 3 \ 2 ; ai wo : ge —_— vege we J . CSee sears " twinbMaple “| Pook \ " Map e C) ——aae Poannnmerory — * (ce) , Gravel - oO 7% » ¢ : ye 2? [ (au) = Set PK nail with | L Garage ° . Ww washer in top of ee x ; 6" wood fence 5 P . ; . po o %s 1.9°N 6 Concrete 5° cyclone fence > : a ov? i ar Eee Se ra 9 | | g,F8 of npr ine ped S oe — r 39: a sis Fence intersection ‘ ei ; a ee 439 x : or en oe .3'W of west line ‘ cyclone fence xX ———__—_ x . and on north line 11's of north / 4 589 °00'23"E 241.03 n ine i 33" Fir / Breake - & NI e er sy 6' wood fence ; / ‘\ > Toe x 0.3'W of west " \ , “ ne line ar [> / —~ 4° cyclone fence _- “— es : PE GT WESE fae x Pa East line of the SW 1/4 of the SE 1/4 of the SE 1/4 of Section 4, Township f we" Ptap le 23 North, Range 5 East . ~ 49” Maple 48" twin Maple p rs Pp tJuster Maple * (cb) ° pe ~ e @ — we qu | ere S a at . % || O “4 AD °° Retaining 200° City of Seattle nN +) 10 Retaining..%O ™, —wall transmission line ab La? op Ss" ran) 9 wall ° 1" easement Rec. No. \ ie 10° Maple 5 4’ cyclone fence = | pio 8 3335065 & 3664560 nl ie remy of west x t 39.8 . : ite.® \ Ma? ine : zoe Tt = q BP Pye . 3' hog wire fence “fe Maple wu rw e 5.5'W of east ae e a Porch . woe, Rd pal ‘ a Ws 4 . “]e e®. TV concrete : \ : ou x oO se _—_— oad wT 4° cyclone fence o ° Residence RCS , : = 1.2'°W of west 5 Steps with iF asap Je line [< 7 hand rails we 7: ee \ jo) Pag 5 o s 7 YY a — ° t. f / y ie 6 ane —. soe AY = 6 BA ¥ e “ A: ‘ l 1 1 aM A) abe: [ ° / * a i] 3) © . 1 / : : b ri / 3° Porch oP [Stairs with /... 2) . ° ‘ tt fad tines JEN Pratl ~ \ . se 38 # yee ae wn? | so ao —— : —_—_—_— ee i p eas rere with / \ — : we ye hand rail 7 ae —— 4" cyclone fence. x PF, ag fj yee? 5 IN a 1.4°W west e e . — line . Le: \ < T T awe 27.3 \ Pa r , we i T T T T ee sds ——ee ——— ol 8, 122° e a phe \ __ c| Gravel. r Residence * 3 Cau Buildin x i \ we ee 2 or Ad , 9 Gas {| \ ¥ | Gravel. . ° 2 | i a meteryal at Q\ j | , re a eC ™ \ Hog’wire fence. } bo” 4 ir | 4a2.81 62 x 2 , end CS Pe ah?" “on . \ NN xe , SaaS J ae ah?” ye? 9Utility warning sign x mt Porch : A" seuelone. feoce wo” ’ Tse _ \ Me x 4.7'°W and 0.4'N ° 2. ay of corner \ ae 2 \ \° 2 ee L - 0 Ls \e 7 or ua {8 pe ~ x al eS 'F0__ : ” Southeast f 1-1/2" iron e ° ae Wl ab ee ° outheast corner o Gate * a ire “ ‘ ‘Guy wire arches at ve we et Power pol _ a, x Section 4, Township Resa ——. . oC Peoee ee Ce ee a ee (eC eee ae transform ai? 23 North, Range 5 | “ ieee Te Fp — Ta -O- > my East, found disk with roe secust ena 2. al Fir g apie BGs GO1e2'E Bao Gs) =r = ! © punch, incased ; + tae _ x4"x4" concrete a A , : 12° ar oe Power pole with 2 “ en Mail w° NN fs Fo] ot . .0.W. post O\be 418“-ted |A- - it's . f transformer ny we oo ae pole poxw pe? a ae ee ae ae Concrete ye 7; Oo 8 fee fe fee ee oe aoe aa 2 _w with tuesners a wae Anh” Water meter dis ‘ ie a e a a . \ a | oo Ma . : ae + ater. pain mark. _ ke ae “a ee a en. = 22 4 — ign |, ‘ 2) AP | aes | : ee ee Oa. ee as we Ey ke Te ae 2 ——_ a pete oe obe2: ar saa ——~S meters ete te w NS Power pole@ cS) om eS) | i yo” Edge of asphalt * "43412. 79) as ee L Asphalt . Pow ae re ee Py ee rere ee © ge: ye “water "paint Jo ye ce seat as Pat aN - \ ie —™ Fog line eee eT iow ao “ P -@ a 2 alas ae hes “Asphalt Pe We 9 ; ao : s a> \ | 3 ae eo : can ae * ° es - ei aioe ——— <u ees a ae Ee apeee pes SS , an Sie er ce 7 = aie \ | 186.34" \ 656.40° a)3 See on eat ‘ AIM 441 8B MANHOLE” “= ~~ | 4 @ 3 4 + SS ye : A ee co) : ‘ & % o : Singl 23N, Range 5E, | a 12" CONC IE 431.65 W OC re S89 °00' 23"E 2625. 58 ' pd? wed pd en” ya? ingle yellow 9 1 found 3" brass disk 12° CONC IE 431.91 S Alvater valve Northeast | aa Street| with "X , 5 - a wP OC [+] +Centerline of road 3 Asphalt . ACS . 5s & Zz. 2 2 AGas valve Site benchmark © i fa ype" \ —_ au ; is . Edge of asphalt —— \ Overhead power power paint mark wn? oh b Oo \ # Edge of asphalt o> foes 3 \ Pe <o | JA N 1 & 20 0 2 Un i o n Av e n u e No r t h e a s t BOUNDARY & TOPOGRAPHIC SURVEY A portion of the SE 1/4 of the SE 1/4 of Section 4, Township 23 N., Range 5 E., W.M. City of Renton, King County, Washington Surveyors Notes: se) Tne monument control shown for this site was accomplished by field traverse utilizing a one (41) second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. Utilities other than those shown may exist on this site. Only those which are visible or having visible evidence of their installation are shown hereon. This survey represents physical improvement conditions as they existed August 28, 2001, the date of this field survey. Full reliance for legal descriptions and recorded easements have been placed on the title report from Chicago Title Insurance Company Commitment order No. 1010246, dated July 20, 2001. No additional research nas been attempted. An easement filed under Recording Number 5704032 in favor of Olympic Pipeline Company exists, the location of which cannot be graphically depicted upon this survey. An easement filed under Recording Number 5850378 in favor of Olympic Pipeline Company exists, the location of which cannot be graphically depicted upon this survey. An easement filed under Recording Number 7301150404 in favor of Olympic Pipeline Company exists, the location of which cannot be graphically depicted upon this survey. Offset dimensions shown hereon are measured perpendicular to property lines. Benchmarks: Base: King County Survey Control Point #RENT1843. Brass disk set in top of a concrete monument set 1.1' below top of iron monument case and cover. Elevation: 425.15 feet Site: Set PK nail 20' +/- northeast of brick wall. 2.5'S of top back of curb (NE ieth Street), 141°W of gas meter at the southwest corner of NE teth Street and Redmond Avenue NE. Elevation: 437.56 feet Basis of Bearing: True North. Based upon Global Positioning System (GPS) Lambert Grid Washington State North Zone coordinates. A convergence angle of 0°59'56.822" counter-clockwise was applied at an "X" set in a 3” diameter brass disk in a monument case at the intersection of Northeast teth Street and Monroe Avenue Northeast. Monument is the south quarter corner of Section 4, Township 23 North, Range 5 East of the Willamette Meridian. The North American Datum of 1983/1991 (NAD 83/91) grid coordinates were found to be 186406.967 / 1308734.228 at that point. The inverse of both the sea level correction factor of 0.999984454 and the grid scale factor of 0.999999424 was applied to the grid coordinates for shown ground distances. Vertical Datum: City of Renton * NAVD cf 1988 Legend: ® = Monument found. Visited December e21, 2001 @ = #4 Rebar with red plastic cap stamped "LS 22338" set. TI = Site benchmark w = Water meter 6 = Sign & = Water valve w = Mail box m = Sanitary sewer manhole Q = Concrete post © = Maple *™ = Cable junction pox ® j= Fir @ = Power pole @ = Cedar @ = Guy wire anchor @ = Deciduous w = Gas meter & = Gas valve @ = Gas marker post Area: 159, 820 - Square feet 3.669 - Acres North 1/4 corner of Section 4, Township 23N, Range SE, found tack in lead 2300.52' $89 °19'27"E 5190.24' 4 %3 : i 1306.05' 4306.04' # 0 @ 7 ey ree) : East 1/4 corner of i! Ns ° Section 4, Township : te) oO 23N, Range SE, - UN os found monument, wT incased A © ae di re ae) aul Cu 2 wT . oo e (te) ° S s o oO. Southeast corner of om = a) ep) Section 4, Township 5 i) West 1/4 corner of 23N, Range SE, | Pe Section 4, Township found 2" disk with ) 23N, Range 5E, South 1/4 corner of punch, incased a 3" brass disk with Section 4, Township n "Xx", aincased 23N, Range 56, | found 3" brass disk with "X" | : 1312.79' 1312.79' a a f ; Sea 9 589 °00'23"E 2625.58 ' 9510 Northeast 12th Street Control sketch : MICROFI \ 500) OFILMED INDEX DATA: 33701 9th A South Federal Way, WA. 98003 ) SE-SE 4, T23N., Rok., W.M. 253) 661-1901 int es ee KBS TIL. icb.t. 13530 - 476th Avenue SE North Bend, WA 98045 Surveying DRANN BY: k Logg CHECEED BEN Larson KING COUNTY, WASHINGTON ax Sept. 21, 2001 |B 1858 SCALE: 1 20 DRAWING NAME: 1858 S H EB B 7 1 O F 1 PP-D2~00D ° Pa zallnsugenenert TOPOGRAPHIC SURVEY incased Piet, East 1/4 corner af BOUNDARY & © : . Z | eye ae tee \ : — | | | | \ | \ A portion of the SE 1/4 of the SE 1/4 of Ne the Se 4yasor the Se fo ” : , : : , ee : SY; Section 4, Township 23 N., Range 5 E., W.M. ea we? 1/4 of Sectiof 4, Townsh a ( City of Renton, King County, Washington 4 . 23 North, Range 5 East : ; : ae / wood fence | 48" \ Cedar , = wen : ‘ . z= 8° ¥ ’ Neg 00° 23ty470.08. "= rch beams | Pate Tag Surveyors Notes: ~ rhe 2 rae 4’ hog\ wire fence \ i \ 184.37° > Pg 8. NOO °07'42"E : ( "\ | > ae —e e * ~ ¥ ‘s yor 5° wood fence — Se ii * ——ier 0.2°E and 4.5'N f Pe. i ; f of corner End of 8' wood ~\ 224.77 \ fence 0.1'E & — % . 0.3'S of sérner a eo €31\" Maple \ (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular e _—_— x a wo ® Bt \ | os closure of the traverses meet the standards of WAC ~ C316" Maple oa ™ i 5 332-130-090. Be" “ ~N, \ @ 4 4 : ‘ . : \ wo e ra 2) Utilities other than those shown may exist on this site. EO A ° N ° Only those which are visible or having visible evidence £0 J \ \ : 40" cluster Maple of their installation are shown hereon. ger ee” <a ——ae 4) The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter 0 > = weUtility ag 28 ' 4s" Cedar warning . signs 10" deciduous Ss 3) This survey represents physical improvement conditions as eo \ they existed August 28, 2001, the date of this field ' survey. % Q we? pe? \ res %O = @Bis—Codar @14" Cedar \ e x20" rom 3 ee ~™. \ 4" ood fdn ar @' wood fence 7 \ \ \ 44" twin deciduous \ A) Full reliance for legal descriptions and recorded a easements have been placed on the title report from o v S } cal Chicago Title Insurance Company Commitment order No. \ 1010246, dated July 20, 2001. No additional research . has been attempted. 2 Pr C3 18° Maple \ ‘ p22" 2 wor A \ er na 4 . f° 3 j 4 16" Maple S20" aple r | 5) An easement filed under Recording Number 5704032 in favor of Olympic Pipeline Company exists, the 3, 2 ¢ : . 9 " ° Bg location of which cannot be graphically depicted | pts upon this survey. 6) An easement filed under Recording Number 5850378 in favor of Olympic Pipeline Company exists, the \ \ wr” " / ‘ : we e m= 2 = aN Wy * \ | a) location of which cannot be graphically depicted Baie hui \ et 2 upon this survey. uh win Cedar % . >, - ” A : \ \ a | 7) An easement filed under Recording Number 7301150404 i \ rs \ \ ) in favor of Olympic Pipeline Company exists, the n] Ps G12" Maple \ " 146"\twin Maple — location of which cannot be graphically depicted a “ upon this survey. ie C316 vs Ds oe Ei line of the SW 1/4 Cc eo : x 23 North, Range 5 East to property lines. ro . oe aa wef clugter Maple / | C314" Maple o j, 7 Benchmarks: / ° Base: * / King County Survey Control Point #RENT1843. cover. Brass disk set in top of a concrete monument, \ ‘. F set 1.1° below top of iron monument case and Fal 22° / : / - / Elevation: 425.15 feet woh Site: i Set PK nail 20’ +/- northeast of brick wall. 2.5'S of top back of curb (NE 1teth Street), 4 \ 9 : fooie [ 11°W of gas meter at the southwest corner | — e () 3? of NE 1eth Street and Redmond Avenue NE. aera \ | Fa oe? Elevation: 437.56 feet ; i) . re) ~N. S0 0 °0 7 ' 4 2 " W eo ‘ x? ; enter line \Y 4 ae cen, 4 aa \ Of the SE 1/4 of the SE 8) Offset dimensions shown hereon are measured perpendicular ) gate 6° cyclone fence . __ / 1/4 of Section 4, Township IN | | x 7 et s 9 - xe x planter Residence | Basis of Bearing: \ True North. Based upon Global Positioning System (GPS) Lambert Grid Washington State North Zone coordinates. A convergence angle of 0°59'56.822" counter-clockwise was applied at an “X" set in a 3" diameter brass disk in a monument case at the intersection of Northeast teth Street and Monroe Avenue Northeast. Monument is the south quarter corner of Section 4, Township 23 North, Range 5 East of the Willamette Meridian. The North American Datum of 1983/1991 (NAD 83/91) grid coordinates were found to be 186406.967 / 1308734.228 at that point. Tne inverse of both the sea level correction factor of 0.999984454 and the grid scale factor of 0.999999424 was applied to the grid coordinates for shown ground distances. A v4 ©8" Maple -_—— 4 vor @2' rockery 1/2" iron 4 46" 4: pf ) 2 pipe | | Maple P AS: Maple 5, ae ‘ Zh \ Nef \ 3° hog whre fence rc) a 2" Cedar 1.4°W ak line 6' wood i of. fence 14” Maple A \ we \ we” <i . : : : 3Q" (GB wepze PRs a, Fe ars ee ee | \ | ae- a ine _ . . ey ae A a, =? ‘ fe . \ a 4 Wisessacs Gesitepte oe 4 ; : . % pagle trae 7g - ee: . ve ; P 1e . ; as . nd 22" Mapl Set PK nail with é washer in top of . | a E eT oe Pe ee ee - «3 ( (320° 6" wood fence , oo ar. gt re ge Sa = ; he rm / 4.9°N oe 0.6'N ~ ——x oe - . : L L Fence intersection bes yee ee 0.3'W of west line cyclone fence xX 5 ° ‘ Tie co a ee and on north line 4.4°S of north / 589 °00'23"E 241.03' ! 1 Ke 32 Fir 00 °0 7 ' 4 2 " E 44 0 . 0 5 ' —_ — _ " twi NO O *1 6 ' 28 ° E- 26 1 0 . 3 5 " Vertical Datum: City of Renton - NAVD of 1988 —5". cyclone fence 5.9°S of: sia “line : Legend: 1 ine S00 2° RPockery so: _ ” bs \ —_— is \ Cedar @.2 a ; Brea? « 6 = Monument found. Visited December 21, 2001 10" Cedar@ \ @ = #4 Rebar with red plastic cap stamped i 2 "LS 22338" set. e \ lee Cedar igs 2 abe Y= Site benchmark | \ ; w O x fr SO °O 0 1 ' 0 1 ° E 26 2 5 . 0 4 Un i o n Av e n u e No r t h e a s t wood fence 4) / .3'W of west chy sie ine 4 ; xe 3 / Daylight 4' cyclone fence 0.5'W of west line _ - 6 1 = Water meter = Water valve = Mail box = Sanitary sewer manhole a = Sign East line of the SW 1/4 x of the SE 1/4 of the SE Nee! eo e r k o @ P «& T DRAWN BY: K Logg ww __N Larson KING COUNTY, WASHINGTON | ust Sept. 21, 2001 |2 1858 icontchecemiemnieeaemdtl’ | SCkLe: 4” = 20' DRAWING NAME 4959 S lal E E dh 1 O EF 1 f PP_0A-00D I 1/4 of Section 4, Township = Concrete post Maple f os 68" cluster! Pegle 23 North, Range 5 East ™ / = = Cable junction box = Fir é 48" twin Maple . C)is Maple ye" 9 60" ¢juster Maple @ = Power pole = Cedar x rb) ° pr" x ; 2 a Tt ™ = Guy wire anchor = Deciduous ce b ol . qu | aa ee Se Oo ry “ . ic | ie aoe edie ekatnhe 200° City of Seattle ma w = Gas meter wl to Bay ernang %% Oo wt wall i ad ga th 53 Pi we rey) wa 4 s0° easement Rec. No. A: . : = 4’ cyclone fence — | yo” 3335065 & 3664560 \ “1 10" Maple ; = Gas valve 14.0'W of west x | a \ xX Tee line i 39.8 Tots \ ©] = Gas marker post : L eZ 3' hog wire fence 24\ Maple fal) 5.5'wW of east line A N, 5 4! ‘ 5 g “A od ren * pd \ . Lu Lo / a Ws x a . + }iConcrete e ov \ 459, B20 - Square feet 7 ay * ‘iia 4° cyclone fence S . Residence — 7 I: ae , v \ Pg 3.669 Acres 1.2°W of west P Steps with — line [2 5 Rane = s wo “ ae —— 5 eo” db YY —, ° ° 9% > ® 3° 2-* / rs da: he ,® ab =, eR? (o) : XH 4 p> e b cz) o° f 5 e 5 442.18 ° ra . Zz K : North 1/4 corner o x 1 L pf ad » ow . PA ; Section 4, Township / e® Porch »®] [Stairs wit ‘ . ' 23N, Range 5E —} —s Cokie elias lia — hand rail VA \ wee x s found tack in lead lel ye ae gan es rae — \ : 2300.52' a Nghe gkestairs with | a \ ae al 4 $89 °19'27°E 5190.24" e ee ye” hand rail A a we \ . ma a : . . 7 . : : ; : 4 3 4’ cyclone fence. x we cA ye? 380 Pa . S 1306.05' 1306.04° a8 1.4°W of west " . %4p * ° 2° ° - a in .& Bane all e \ +. ' t T T T T - Sas ——_- | RX ~ I i! s =" a ° ai | ) : East 1/4 corner of ” oe : ree \ od ae \ IN c | be ace ce 4, Leib : : w Lo : 23N, ange . - , 5 , \ “4 ie a found monument, T fs Gravel Residence 4 > | B il : incased 4 fan] x : us wer fo) r uilding = =! Z : 4 2 \ 7 vo” | >| : 0 . Gas |» ‘ - D}w is ; aioe mete ‘ % | ved Lal, sw S10 2 d S - - < Od ae? Se ne a) ww Hog*wire fence } bs: Olo mS 1 foe | 4s2.87 yo. NJ oe ; po = Fol i) & Lu set [ype x \ ew, . Sa aa 2) Southeast corner of . = x ye? gw nie Wes - a cont we » oUtility warning sign x n)™ B eeetian 4, Township 5 = ; e —— orc . : 23N, Range j =< 4" cyclone fence 207 a 3 \ . West 1/4 corner of nge | 1.7°W and 0.4'N . fe ye? ed ra S Section 4, Township raue ea 9 af corner a 7 a, res | 23N, Range SE, South 1/4 corner of p , = os \ a. 5 \ re 3" brass disk with Section 4, Township es) 9? Toe tes 6 , x ye® \ nS Sete 3 ee we? "x", ineased 23N, Range SE. ' 5 1-1/2" iron pipe 42" Fir ‘, > Le oe" NN Pa ~e, *-".§t 2 Wee —_— ° Southeast corner of found 3” brass disk Gate = Da a eo ‘™@Guy wire ancnor ae x. we? | - x Beck ion 4, Township with "X | , a aang eee em lg Ee tell seca are ae North, Range 5 | | _* . ae Ts Fir Tae rr Seated pos ; . ah Se found ease with | re a ; punch, incase ' ae water Street sign) aoe sfige oe S89 °00'23"E 229.03° 12° \Cpdar® y BE papel | 1312.79 aly 2 7 ie seit - meter. : Mail ,® ~ > : : . x4 Eimete rs : \ ar 2 b : . ; : . ‘ . 3H : 1 at 2 “Ss 1] yet i) .O.W. —ee 5 7 ° ' is ; . 0 G Power pole. ~m om 44 ait ‘é . ¥ Power pole box Fey & a nde 4 2 pos i Concrete 18 va | 7 Oo 9 S89 00 23 E 2625.58 9 40 a zh oe eee oe eee —_—_——- pense %, of ot with luminare -_ we “ a? water meter 4 oY. . _ é i oy ae’ e P yp? : | UO Northeast 12th Street er a. “ Tm so oar <> o— 4% Water paint mark | oe ese a re ee : an. : Nd 4. 15 * 3 So - 2 eels, i . “pbs op BNS ‘ » Sign p>" we Power pole g an Oo a | ees ai o* “440 * en <3 |: & Po : a yo uy te ey aw ? wr ee me — : — ri : - : wed ata rani” A a 3 Me : — a — oe —_—_— : we : : @ N ~m so a. io Edge of asphalt * : ee 4 TF ; a re. mi, : ; fm Ee a a en ar ek” are Ge Pe ee a A eg cr ee ee a dater paint. ap ~ TS be sauder Pi ere ae ee aa een Se mc ene eg _ 3 eer cue Control sketch or ee _ ina yo a =a ee al sarees sas spent eet fe &. ae eee "Asphalt a, i ee ph | Pas abo: we sar —— — —= + ee eS maT oe cae . ; ' aA South 4/4 corner of SANITARY SEWER MANHOLE” — ee 3 : : — .-\ : , 696.40" 43 << i } Section 4, Township RIM 441.88 ~~ ° ’ " ; 42 2 a . 2 =e N- : : : 23N, Range 56, o 12” CONC IE 431.65 W oO rs —— $89 °00'23"E 2625.58 a ah we we i”? paige ¥edtow g Ato " i 42" CONC IE 431.91 S ve * . en vealed oil cameos 12" CONC IE 431.70 E Cc oe vale Northeast Ieth Street ( : ne & yo [+] 7 Centerline of road ~~ o) Asphalt . Ad A » entre 33701 9th Avenue South SE-SE 4 T23N R5E W M RY iN +, : ; se) AC A y y 5 . Mi. ; Gas 'Z, oe fe) as valve N ¢ Federal Way, WA. 98003 ’ Site benchmark I vaive pe \ | m yA y 661-1901 ded at menrane —_— Overhead power power paint mark a 2 N y Pointe (253) 661- SURVEY FOR oe ae pd N 4) he <a K L. . : E 2 2 is N Y , ae . wet ne yor \ Edge of asphalt A j F 13530 - 476th Avenue SE ‘ NI 4 ‘ y x oe ; | Surveying North Bend, WA 98045 : 4 N Y N Y N 4 \ Ss =< 1/4 OF THE S.E. 1/4 SEC. 4, T.23N, R.5SE, W.M., CITY OF RENTON E HIGHPOINTE Il A PORTION OF THE S KING COUNTY, WASHINGTON ’ 200 ” 100’ 1 100 SCALE: peated Ww | aaname| TRACT 16 300’ RADIUS TYP. NE. 12TH STREET NE. 12TH STREET | yc i) | ° cE) of 0 m) | $9 9 3/— | g Nw O = S 2 Oj | / t < in e o- o o @ |4 ? ) — = an = Ow |= ) so Se |, uf c ) Lt ] sy el eB Or - x 2 g Z | vl de ew 2 4. # & OF OZ : {| S u| Ov j g i s i s - O fe e l i 2] | ii l s A & a LL , O Ei ct . 88 yy ) = we d z= >= Wy : <s 3 9D S2 9 'S , sh 8 © re ® Dd oc & + O 2 co ro ! * _ O za fa a ] O a. jo ) S nN x © XN © Y 8 Sw Wi es q® > & ES O du ~j *s - Ag s = wi xz SS A, x z | EXPIRES: 9-23-03 | 13 0 :1 5 3 H S KT O N I G U O O O Y FW O S G0 sa s n o w e e w | Ud d v | 3L V v d Ag NO I S I A S d Y ‘O N HO N ! 3N O JO N ail Ld | HX = d | HS H = NM O aq aM Sy a n a / b u i p y n a / b u j u a n t d a | aa d "0 3 0 3 aq = |2 0 - v 0 - 2 0 al SL N S A W O D NO L N 3 S Y JO AL I O Ya d GA S I A I Y t 7O N _ O N I M V E G | HO N ! 3N O | eM "3 0 v d T 'N M V E G a LO ] LN S O V C A V | 0 om A O AL I @) vw 16 6 1 / 2 8 6 1 G¥ N WI N O Z I H O H sa n a et an “N O U N NM O H S SV sa y e c T3 N s c a a n e Li l t —~ S S ~_ d d d Ee } e ) ‘O N go r VI S ‘2 O V d S Ya d V d DW O S LO I d ‘3 i v d Lo d +d 3 u X ‘A W Y N I 14 40 9 33 ‘ S G O 0 - Z O V PP-02-005 PP P - S S - T T T T CD : JO B NO : ST A : PA P E R SP A C E : PL O T SC A L E : PL O T DA T E : XR E F : FI L E N A M E : » + g le |. | a ¥ iz g \ =E_ T.23N, R.SE, W.M. | TRACT A a ar | «hee . 5 . ) : ) ’ . p> 4 a \ "OPEN SPACEY / I | TY TY TON . of ae CITY OF RENTON, KING COUNTY, WASHING | / : : <meta? . ; = —_ A * ie el } 4 I i ‘ ck } —— _> . ‘ 3 i | — as a) \ Z ; Se oeau os kine cena | 2) Oc | ol | G Zz | g. & ‘| | O <x | os | 3 | | _ | caer a —~}o, | SCALE: 1°=40 j— leo - 7 ~ \ 4 | a. ¥ ) a, — — —_ Pa a \ a \ % O 80 DM QO. ! 3 | on | TRACT "A” | 0 20 4 | / WM oe VP LL LY! poser 42° CEDAR STORM POND) _I en ( : \OF EW SPACE \\y= ) ii oH Ci ial & 7,690 SF <{ ei a 224.77" ~ _N89{00'23"W 470.05’ \ 14 5 99 245. 28° 48° CEDAR f = nome 6 er ia Sey 770 ot Tr = pa = - EMERGENCY OVERFLOW SPILLWAY = ae COD a a \ *\ \ Tee He | Ne ttcemiamtess , Sine Y 16” MAPLE |. \ . a =) ae 2 26’ ACCESS AND UTILITY EASEMENT ip - 5 \ \ 6 ! 19| [K L Ihe er id aa OT or : a 10° 10’ Hf 12 ° \ S\ 9,301 SF \\ I step? Ray 27 m7 an ae | | | ee | | | “0° 5,621 SF 5,621 SF : bs \ \ Hep é 10" DECIDUOUS, = 4 ee | , : \ ‘ a 2 - § WET/DETENTION POND CITY OF RENTON - e~—~_©@ ' \ \ ; . ad , ere ne Ley aa _, was fn eA ee ceoar ee <5 = Piz Sot a COPS BOTTOM EL. = 424.0 NAVD 1988 © 0) Sik 2¢ ks a = % = \ \ - 151” 14" DECIDUOUS TWIN \ 7 %& TOP DEAD STORAGE EL.=427.0 ; st : | / : ‘ASE: z—. z= ‘SS a ; ad xe \ 7 98 2 ae Fi f y oe ey a een KING COUNTY SURVEY CONTROL POINT #RENT1843. ; ) / g ras \ Ke \\ He RIES 5 er | | OE BEEN S410 BRASS DISK SET IN TIP OF A CONCRETE MONUMENT. O <[ (e” | gq) 18" MAPLE asa Ia v4 cg age , Vi | ee co (rp) \ 7.593 SF IT MARLEY eg | SET 1.1" BELOW TOP OF IRON MONUMENT CASE AND \ 6 asd = 7,267, SF \ KW NK 434 VAS R\S -. oe 16" MAPLE/ 92°" WAPLE | ELEVATION: 425.15" ( ) 5 NS 24° CEDAR TWN S 2 2 ay. 7 ROOF \& FOOTING DRAIN ( ee) ee ees Be =| | y ‘if o. / OL. | . . Mew CTION STH ubFP ohn \ | sic i pea “. ‘i \ 147’ ; j AST OF BRICK WALL. 4” MIN. COMPACTED DEPTH CLASS ‘B’ ASPHALT CONCRETE * \50" hg MAPLE : ba? ol | 7 ‘ | ™ ae) PENAL pe OF CURB (NE tee STREET 6” MIN. COMPACTED DEPTH GRAVEL BASE S) a ou eo : / sv 11°W OF GAS METER AT THE SOUTHWEST CORNER | A sHeo| S| 1% MARE ne ol ane . — | AT... ~~ / 12" MAPLE ae BAPE pUSTER / / OF N.E. 12TH STREET AND REDMOND AVE. N.E. H a ares av ii a o \ ELEVATION: 437.56’ oe > eal q-~/ 5 “y : Re: ) pF ; / : 4 9 oS i, : Fe . * PVC ROOF DRA i / s 26’ PRIVATE ACCESS AND UTILITY EASEMENT SECTION es se] PS Be A Ak]? ) Silt SEP a tor a Va es Zz. og N.T.S. “ — | ees \ Nas AK ff / 165° Pi ff / BASIS OF BEARING CO & ‘ | asa NOE ey ae ee a ‘ / TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) 7 O02 ae / \\\ , AU 6” SS (TYP.) \ I fio LAMBERT GRID WASHINGTON STATE. NORTH ZONE COORDINATES. A = 2 ; 1 ; 9 ; S| \ al x a CONVERGENCE ANGLE OF 0°59'56.822” COUNTER-—CLOCKWISE WAS > Z = 3 6,629 SF 8 6,629 SF 3 ki _ 3S! te LY vl $0 3 , \ \ z ») MONUME tH ate THE NTERSEC TON OF NORTHEAST. 1214 § ~ 6, = = i) 0 A : Ole MONUMENT CA = Ela @ MAPLE MTD REMAIN S| (eal Hy St HY NS 9,718 SF \ \ Mh | Yo STREET AND MONROE AVENUE NORTHEAST. MONUMENT IS THE Om 3 5 DEMISE | ez s)| \O eupiel, | |S \ \Gb 1 & Se eC ntl IE aaah ; _+ _ \ \ i RAN A © £ Tr MAPLE Gy/ — abate | ___--€ #10 Af nck ia \ oo gi Sa TIS Hie \ pe MAPLES \ AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES = ites sis me ne son Sp! nd Os rR | EXIST. SHED TO L ><ill a 202 . R \ 2 \ WERE FOUND TO BE 186406.967 / 1308734.228 AT THAT POINT. at <Q’? SDA BE D DEMOLISHED v + EN v 30% MAPLELS o THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 3 eee fp | Beret — ae revare nono EASEMENT Yue = UF aw See ae aes Sonne ee Rn [=] \ i . 3 Oe ee ae 7 Oe woo | I fe ARAGE FO — ener many Wil. | 2 9 207- MAP, rw 2 eS) ET © . ee 3 . Ee DEMOLISHED ce Z me 4 WV \ | . 8 a MAPLE TWINS i a 5 5 30’ HALF RIGHT OF WAY eae a ! - | | \ ST CONCRETE +, EW ~~ 7h : = \\ 9,843 SF 20" MA 4 \ 8 — = 19 — 141” my wai ; LOCKED EMERGENCY \ 2 = 7 aie = 125” Taye S890023 ELAS ) DA S7A\W\ ‘\ \ SY ACCESS GATE yop ss Yo" CEDAR, yo LEGEND 3 x 284 222 swan /y | id ! « ALB \ y | se \ ey © ee 6 EXISTING §=MONUMENT 8s rn CONNECT TO END OF HIGHPOINT WATER | es \\ any ; _. - 1o"\cepaR WN 23 - I / 12" PUBLIC WATER —=| amit: \ ; “ @18" ceparRh— 4, —O- EXIST. POWER POLE 39 IS / 7 EASEMENT ae \\ 4 ‘ 190.0". = \ a ~h 7 " ; a # NACA BI. 24" MAPLE a EXIST. POWER POLE W/LIGHT a3 t poe we ee ol el VAY f , B\waPe % ~ Es | i eo / ly ei \ \ / 437.5 20° ane & 6s” waPtl gir | €— EXIST. GUY WIRE § * | ae i i a at a 6h, e \ 7. \\ ~434 4” THICK CONC. SIDEWALK ses deta he tea te a A 5) NN Vi: \- ma FA EXIST. TV RISER EXIST. ASPHALT PAVEMENT nici aia : 2 a! wai eo & Or \ oe \ 200’ CITY OF SEATTLE *8 MAPLE TWIN 60° WaPLEICLUSTER T- 0010) | ons, il g AyPr| Wk WW TRANSMISSION LINE wel “45g fl. EXIST. STREET SIGN z aa SAWCUT EXIST. PAVEMENT 2” COMPACTED DEPTH CLASS ‘8’ ASPHALT CONCRETE UJ, [ 8 3 wi vs \ x \ | cy EASEMENT REC. NO. 10" M. — = 3/378 2” ATB = IS i. oe OF Wee t--4 \ oo G\\ ee JS355065 & 3664560 24" MAPLE). [P EXIST. MAIL BOX G 2 438 1-1/2" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE %) | | ox ev ars) \ \ od Lf : Ly! 7) 6 ep 5” COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE LL} a” Sap / J \ Rien : | , A 26' = {6} EXIST. GAS VALVE < <a 3 > ag Sp —— jb 22r i Ve \ ; : 4 a GRAVEL BASE CLASS 'B’ MAY BE REQUIRED DEPENDING ON I i oe ees ot 84 51; a! 1 HOUSE 70’ = | - wih \ < ‘ J Lj Gl EXIST. GAS POS SOIL CONDITIONS =! i Arts | / \ eye. WW : uw + : > (S) EXIST. SEWER MANHOLE LU | el | [fn ft | ia ! S \AP 0 \ O ‘ oy | \ | =| | rp yr + | a ABP Post <= = Dd EXIST. GATE VALVE NE. 12TH STREET Or nn he igi gs ae eee >'5 ~ a HALF STREET IMPROVEMENT SECTION S 2 | Mes | wl 9 A | ar J QDs 5 i” ) Is [i EXIST. WATER METER Z|S;L1g < & | oh 2 oI J \ Size “i @62) 4 ST. 3'x4"x4" CONC. R.O.W. POST S|z=/a\A NOT TO"SCALE O @003) 3, wy PS! WU EXISIT. HOUSE Eu 21 | BUILDING = => CO EXIST. 3'x4"x » R.O.W. 5 i S' | | ES = S| w | | o re dee | my S589 EXIST. ROCKERY § PA ia} | oe! | — wees Cc \ 4 Pia ] a . e cle i : i) S| & oe ) + ee LOCKED EMERGENCY y , sili. wand bones a |# 18 |& |& | / | ag | : ae ACCESS GATE uw +-—1_ EXIST. , —F 14 7 | ‘ sl | — al at a. ) 50° AO ex" 4 mdb IN a | | . 4 pn aan o- EXIST. CHAIN LINK FENCE m RW J a i 4 , ~~ 66 YA 55’ __14" FIR p 1 156’ ani a a. ae 74d q ~ 7 . aan : © ROPOSED MONUMENT = = 3 raul “SORE 2rt 2640 ie “oss wz = S SDEWALE ; ch <8 “ Yr os | een mate O25 E 228.05, 12" CEDAR\<. © rice s = Mb STS EXIST. EP , = ass acco ra eat — “a Corton o> sao ase S18 pes . Jénst - m™ =PROPOSED CATCH BASIN z/3| Ai 6 INE ZY, ist. OE Za 553.8 Pa ia eA / i “wd A no of AV tae ae 1K, ee ; Y, wa Ae? OG ) @ PROPOSED STORM MANHOLE 7 1 53,87" STL 1S i \A/ oF 9) aN a ; LINE PR sla © INGEE YELLOW >= <A Zi E ea a es EE BON OT, C4 x ws B42 75n, _ _— 3% zy LL "E A625. NE \12T 7; eB yy ey fy yi) YELLOW 9 410 @ PROPOSED SEWER MANHOLE a, > aj} a els Ch & hy, CH ry. — 2TH ST TRE Z Me b4 PROPOSED GATE VALVE 42/| —y BUILDING DRYWELL NOTE Vibe 2 iy SOUTH 1/4 CORNER OF \ aa “ap RW e PROPOSED BLOW OFF ALL LOTS SHALL CONTAIN A 4’°W X 2.5'D X 20’L INDIVIDUAL SECTION 4, TOWNSHIP BUILDING INFILTRATION TRENCH. SEE DETAIL ON SHEET 8. ZN, RANGE SE, ae SOUTHEAST CORNER OF —RW— RIGHT OF WAY LINE ye ' Eun Hee RGR —=<£L—— EASEMENT LINE PUNCH, INCASED EXIST. SSMH / \ ——PL——— = PROPERTY LINE Ele STA. 2442.82; 2.81'RT. EEF THE =| RIM = 441.88 -—~440-——__ EXISTING CONTOUR 8/8 1.E.in= 431.65 (8° 919 _ a es LE.in=431.70 (8°E) MAR 15 200 A A OF ED 51S LE.out=431.91 (8°S) MICR | ILM E/E! zw 2/2] 9 RECEIVED = CITY OF RENTON to} ojo] > = a a DEPARTMENT OF PUBLIC WORKS oO a Centre 33639 9m AvENUE souTH a };a ale APPLICANT: _ FEDERAL WAY, WA 98003 CONCEPTUAL STORM nr w ai al P (253) 661-1901 e\é KBS Il, LLC. ointe AND UTILITY PLAN 12505 BEL—RED ROAD #212 CG : mene. DRE BELLEVUE, WA 98005 oUrveying ce yg DATE 0110/02 FLENO. PHONE: (206) 625-7000 1059 CHECKED DKB SCALE 1°=40' FIELD BOOK PAGE __ -| s (EXPIRES: 9-23-03] APPROVED ge oe g pp-(a-009