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Om i So wi l ae Li t we r a 7 28 | ¥9 - - 23 8 ay SR S fe Jos . a WI -- ) : S& Av a a a v 2 “4 ou 31 Py 2 -+ . $ oo ) zw o n e a r e s | NE Jl ri e BO V E Ty SERVICE STATION rs 15 — 190.47 3 S 6 &> > os = a is 59 35 Wl a 58 5943, Emp }——65 i ie tenn ca x 221 ee cy 3 8 Th e Fae (2 ) < n° ao r os 1 8 (" s ) i. 4 £5 og ' o o } OS '6 6 Si e o r oe oo k 3 M& S ce | ar o t fe at t i aN aA v _ ¢ _ “ S O U N O W | : 3 |. | —— _ = LN S T IN I T NO S S I N S N V E L 02 TR AS A ~~ Vd JUVAOl- O83 a4 STONE LANE _ LUA-01-083-FP CAP LS$8935 4 PORTION OF THE SW 1/4 OF THE SE 1/4 LND— 10-0557 _ SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. — CITY OF RENTON, STATE OF WASHINGTON <— - NE 6th ST. | > : N 8900'09" W 1320.98" \y Pp TED | ne, er — a ar ips FOUND EX REBAR de ai 92.87 SURVEY NOTES INSTRUMENT: NIKON TOTAL STATION DTM—A10LG (5 SECOND INSTRUMENT). METHOD USED: FIELD TRAVERSE WITH ACTUAL 7 Ps 4,179 sq.ft. &_28" PRIVATE ACCESS in OY & UTMLUTY EASEMENT FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 | DATE OF SURVEY: MAY 2001 BASIS OF BEARING: SOUTH LINE OF THE SE 1/4 SEC 9-—23-5 (S 89°08’48 E) E LINE OF THE NE 1/4, SW 1/4, SE 1/4 OF SECTION 9-23-5 ‘LEGEND . ® EX MON IN CASE 4 oo 8 SET MON IN CASE , > Le ® SURFACE BRASS MONUMENT .- , yi ae ‘ATION FOR x PK NAIL ‘ aes ° SET 1/2" REBAR & CAP Z al «i aA _ LS #9470 ob & 26" PRIVATE ACCESS o| 3] a, _ § " neat Ear S 10" SANITARY SEWER ae ie : & - Mi loa mas = s : EASEMENT(CITY OF RENTON): g © OR IRON PIPE (NOTED) x s§ S89°0219°F , =|. S K & m— = ; i = fe » & x Yn S LOT NUMBER — ADDRESS ea = =) 7 1. 507 QUEEN AVE NE S ete nk Lu = | ¥ 2 509 QUEEN AVE NE ~ 187 sq. ft. S 1/6---2-- 3 515 QUEEN AVE NE RS -\_ 10" STORM DRAIN QO QI} fel x 4 S17 QUEEN AVE NE EASEMAAT Nis ~ 26 5 523 QUEEN AVE NE $89°02'1G aSEg@ c 6 525 QUEEN AVE NE Lu | 20" DEDICATION 7 531 QUEEN AVE NE eeeceee et le ‘ : meneame —1—*W/curB GUTTER ' , _ - % 3 Be Bees ne Ge onde 10’ SANITARY SEWER | Nee = | & SIDEWALK 10 521 QUEEN AVE NE : SAMA AW, OF HEN): i ‘aaherial 11. 519 QUEEN AVE NE : 12 513 QUEEN AVE NE (5,959 sq.ft. (4 to | 13. 511 QUEEN AVE NE S <=} | 47 FOUND MON IN CASE, 14 503 QUEEN AVE NE ji 3 ! E 1/4 CORNER t : ro) { ' a | = Pr ‘ Mia L = : 4 Lu ae 4 ee SS, BQ S Si 8 LL - £e i 9 <q 83 sy Sa | Dy \ f NN FOUND MON IN CASE Ma cot CENTER OF SECTION w i u 9-23-5 (5/01) = 4,568 sq.ft. = a LE | A i =e fs) © | 22 GS STORM DETENTION, & FOUND MON IN CASE NN faa) = WET-VAULT EASEMENT ~ Gfa) : So a Q<iNe eee g ) ; [- 88 ’ ok { es ~ ay EE zz fa Ss FOUND EX REBAR & | <| = CAP 1S$9435 \UMS Bin | < % ion S81 Ro, pa] S 1/4 COR SEC. 9=23=5 ON aS WN py z ol = O.R. MOM #1502 0 T FOUND EX REBAR & aie | COnp 6, ON 7 om a 2” BRASS DISC W/PUNCH ON one C __ CAP LS$8409 & q Mnye Pbtg . i = 8 4" CONC FILLED PIPE IN CASE st . ' Sim | ARG USE y . & o _ =e | N . OUND. MON IN CASE mebe I 1324.03’ MEAS. NE 4th ST. \ a 9 7 e343 c . . \ | Xs (BASIS OF BEARING) \, - § = ; S8908'47°E 2648.06" MEAS. a 16 15 ' $89°06'05"E 2648.09’ COR. SE COR SEC. 9-23-5 C.0.R. MON #1503 1/8" COPPER PIN IN CONCRETE MON. DOWN 0.7°.IN CASE. (5/01) 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 #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'S SURFACE. THERE 1S 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 HOMEOWNERS RESPONSIBILITY TO PROTECT SYONE LANE TOUMA ENGINEERS & LAND SURVEYORS . 6832 SOUTH I191ST PLACE, SUITE E-102 * KENT, WA 98032 PHONE (425) 251-0665 FAX (425) 251-0625 “WULY 17, 2007 ECF 00-082 THE CITY'S DRINKING WATER. wes 2 8 sb ma 779)PLTI.DWE _ PORTION: OF THE SW 1/4: OF THE SE 1/4 poo LUA SECTION 9; TOWNSHIP: 23 NORTH, RANGE 5 EAST, Wik. |! IND: CITY’ OF RENTON, STATE’ OF WASHINGTON’ ~~. | k / . Sy HLL TOP ( : é © os eae ys a PLAT , Sh) ppemn te yy aj NGPA” _ PLAT 20Re N_88°59°18" W 200,247 > \ \ LS sor Saag — : PTT a) SCALE 1°=30" GRAPHIC SCALE ( IN' FEET )! 1 inchi=: 30 ft. LEGEND =:FD. MONUMENT IN: CASE! 7 @ = FD. REBAR AND’ CAP Sol Rog MARKED: LS 9435' OR AS: SHOWN | WATER: VALVE {= FIRE HYDRANT fi =: WATER’ METER C=: sToRM DRAIN MANHOLE =: CATCH BASIN Q= SANITARY SEWER’ MANHOLE Os (SIZE)”” TYPE! M = MAPLE Me =: (SIZE)" TYPE F = FIR TREE REMOVAL. SCHEDULE: & TREE 10. BE REMOVED Me TREE TO: REMAIN ST. __ WOOD : : es: So TS N89°01'32"W 200.99” f | ia “S ent? ‘ ; ‘ — athe a a Ju a | et APP y t . fone cours ry : Sit 4 SITE BENGHMARK ‘ELEVATION: = 366.10 STONE LANE PRELIMINARY PLAT —_ a “[E, TOUMA ENGINEERS EE — ALAN WEST VALLEY BUSINESS: PARK DWN. BY GUS: [DATE JOB NO. 6632 SOUTH \191ST PLACE, SUITE! E-102: KENT, WA 98032. | MAY,. 2000 770-1 PHONE |(425) 251-0665 FAX! (425) 251-0625 iat de : PEGI ON CHKD.: BY (SCALE SHEET MoH. T. | 1°=30" 4 OF 4 D: \7 7 9 0 1 t r é . dw g EC F-00-087 D: \7 7 9 0 4 S 1 T .d w g | | | | | GL GRADE AT_NOR TH PLAT | BOUNDARY | | EX GRADE AT EX EDGE OF PAVING _4 } 380 po 380 CL_GRADE AT} SOUTH PLAT _ BOUNDARY be 360 360 DATUM ELEV 355.00 Ky N QD Ss S © 9s vt 9 is 6 N © S N S 33 : N N N 8 5 5 5 5 mS 5 5 S 1400 2+00 3+00 4+00 QUEEN AVENUE WN. E. LND | EXPIRES 6/22/01 PHONE (425) 251-0665 “TE, TOUMA ENGINEERS WEST VALLEY BUSINESS PARK 6632 SOUTH 191ST PLACE, SUITE E-102 KENT, WA 98032 FAX (425) 251-0625 STONE LANE PRELIMINARY PLAT PROFILE QUEEN AVE. NE. DWN. BY GJS DATE JOB NO. 77901S1T.DWG MAY, 2000 779-001-001 CHKD. BY SCALE SHEET MH. T. 1”=30° 3 OF 4 ECF-CB-GRAZ. u PORTION, OF THE SW 1/4' OF THE SE 1/4 er SECTION 9; TOWNSHIP: 23 NORTH, RANGE 5: EAST.) WM. | ie _ CITY’ OF ie SHAE: OF WASHINGTON. Ny! i eS eg: 5g U we = HAT | 3 SINGLES FAMILY S. Nsb-- i | 12” PVC N, 381.88 _ ug ‘ = = 18” Ww 200.24" ~ SE #42” PVC! S. 381.67 \ — See02- \ = 2s y TN /_ 8" PVC. B. 382.21 rr i Pp | "y Ly 2 e150 Note | 8 “Ss OF *s . yoo\ Sot SI] 4197.1 sqft. Ros pt yh i .. 9 = ) F718" <a es hs cS | ie =— 4 ES = 532. Se - 4. — Ze | a G9 N | 8 ~ ‘i | ' SN 3.91529 sq.ft im \ Bi % an \ . | 8 | 1 4,2017'sq.ft. >. | _* | = | 30 ° 18 30° 601 120 | mad a NEB SITE’ Ww — ey. — ce702 = cal vee ' on = Ae IN’ FEET )) NEW: STORM: DRAIN : : TO ke | Ore ; ie 30 7 ii 3 919. 2 5¢. fti = 4,206:3 sq.ft LEGEND ak ° *y Is. S * p= FD. MONUMENT ‘IN: “Sy, s. 1 i Ts SS CASE’ = a TE We. : BOT YT @ = FD. REBAR AND: CAP oD ei 5 a MARKED: LS 9435! OR AS: SHOWN | S ‘a 8202 — y = — Q3 15 5" BF 1, B.. p< = WATER: VALVE ~tt} o~ . SRR IM = S7it91 ‘Of = FIRE HYDRANT NEE Ws. i Sc PVC N: 367:29: = 3,915:9 sat, “I 4 | 367:46: Hl = WATER? METER = a SL “se 2 7029-sertt | CX= "STORM DRAIN MANHOLE ~~ x 7 ‘ ~ — by \ { L ch = a ‘ | wa: =: CATCH BASIN No SIS i Ss. 5M td OQ= SANITARY SEWER: MANHOLE | a ‘a ei — 7: = —~- — 93 '9e | O1=: (SIZE)”” TYPE! M = MAPLE! © 12 a Tso: || . - }oo39159 sat =| 8 pe OS | Me =: (SIZE)" TYPE F' = FIR a. Bi RS REMOVED? 2/9-8 8 Q ea | a ; | Ss * = we) CSO . # |__GNET O9 TE" WE | NEB 3918" W 4 ay i ad -82,02"— —_ : i P20 a = : v. = ~ ' Ls —4 | : & q we: & : — GREVEE- a co |: | 1S» | 8 RE aees ra 20° ie. 26° 5 59159 soft RIE ee af ve a i. ¥ 3 a = | S| 4,220.2;89.ft. A 13 - 16"* L. : Js mA y ; “i EXISTING IMPROVEMENTS ~ N88 59-18’ WS a Frgt poy — J lil NES CyB Fr apo Ae Me foe |! I anion Tes | a a re ; SS EES EPBSeeseT ss if foo3 AM a COMPAGTED | DEPTH 'CLASS "B" = M7 i er ASPHALT — 2 LIFTS: REQUIRED: 14 | r 5,515.4 sq.th - 7 ' 5,116.0. sq.ft: ann) 6” COMPACTED DEPTH — CRUSHED D: | | eee hy oF SURFACING,, 2 —- QOURSES” : | | - = zs = . 12" GRAVEL. BASE AS NEEDED _— ae a | PSS EX SDMH ROAD: SECTION — QUEEN AVE. N.E. oe 7 aor’) ~ RIM = 367.18! NTS ; BW 200 th, “T19" INLET E: 359.46 : i Le 1 | 10° OUTLET S.. 359.53 \ oo. ee fo \ :92: " opr agen? STORM ‘DETENTION ia /\ > oan OVERFLOW | 364:92: y ; se 139 tan y £ S$ 1/4. COR SEC: 9 aunt * AND/OR: WETVAULT ya Nig iN EX SSMH ) e C.0.R. MOM #1502 etoNE Y TN |S oIRIM = 366.22 w ty 2” BRASS DISC. W/PUNGH ON ° 2 _ FPL = S56.10 wi oe & 4” CONC FILLED‘ PIPE IN CASE: = = a SITE BENCHMARK: =|. SE COR SEC. 9 capes rreneAS S ‘ EX FH ELEVATION = 366.10 = C.0.R. MON #1503 DEVE OP Or E =} S| “1/8” COPPER PIN IN CONCRETE: = LJ S} MON. DOWN 0.7’ IN CASE. JUL 24% ™~ p, 2? . > : mer | aes 08 "47 E 2648. 12 MEAS. \, NE 4th STREET RE 906°05°E 9264809" COR. | | STONE LANE PRELIMINARY PLAT | TE TOUMA ENGINEERS: GRADING & UTILITIES PLAN: WEST VALLEY BUSINESS: PARK Din. BY GIS. ‘Y[DATE SOB NO 6632 SOUTH \191ST PLACE, SUITE! E-102: KENT, WA 98032. 7 WT: MAY, 2000 70. _n) PHONE (425) 251-0665 FAX' (425) 251-0625: TEE en | CHKD.: BY SCALE SHEET Mold. T 1°=30" 2 OF 4 D: \2 7 9 0 1 S I T . d n g FCFM-082 LUA LND L- GRADE AT-NORTH PLAT | BOUNDARY \ | EX GRADE At EX EDGE OF PAVING XL _4 380 sleet 380 CL_GRADE AT SOUTH PLAT _ BOUNDARY oe ae 360 360 DATUM ELEV 355.00 9) 6G XN % S NX © D + NX N s 8 8 8 5 5 5 5 S 1+00 2+00 3+00 4+00 QUEEN AVENUE N. E. ry STONE LANE PRELIMINARY PLAT “[E, TOUMA ENGINEERS PROFILE QUEEN AVE. NE . WEST VALLEY BUSINESS PARK ae — genes 6 3 6632 SOUTH 191ST PLACE, SUITE E-102 KENT, WA 98032 MAY, 2000 _ AAR Ea x PHONE (425) 251-0665 FAX (425) 251-0625 PTO SVT EME 779-001-001 = CHKD. BY . SCALE SHEET D [exes 6/22/01 1 M.H.T. 1°=30" 3 OF 4 8 ECF-()-O8 PORTION. OF THE SW 1/4, OF THE SE 1/4 LUA SECTION 9, TOWNSHIP: 23 NO RANGE 3: EAST) WM. | a x CITY’ OF RENTON: STATE: OF WASHINGTON. NI N\ Ba Ee Bi, ay LNQ: HILT “ SN _ afl wt 4 IGDEFAMILY ie || 127 PVC! N. 381.88 Bes : N. 88°59" 18” Ww 200,24" 0S AY I 12: pve s: 388-67 ( S77 = - rN 7 yi 8? PVC BL 382.21 A ~ LS <, = a ee S| ae | sk. are I I New WATER Maw or b PE ow eile : ;- S oy y ; \ AB \ SS) (ae 0 we yore KS . | “a a! bo ae, comet _ —\ . 4 (NEW SSMH \ N8RG9-TE We WES ST TER \ " y ee _— ‘ | A 820 z | LA (93.52 fs. \ Nh HE ie NEW STORM DRAIN PSN] og 4) Shh == ts Dae : \ 39159 sq. ftn reap y E: = S mf >| 8 | 4,2017'sq.ft | bes! S CN Sn ipcaipesl = i |~“\ i ico ~~ 6. “SNEB59°T8" Ww — ~~ L Nee 5978" w ir -_ wy, : : = 49? % i = elie ee - 9542 _— | -™ pi x ( IN: FEET )! NEW STORM: DRAIN | DO tote LE & 1 inch i=: 30 ft, 4,206:3 sq.ft. “>. BY Las: : x LEGEND fone ; r Li : ae i 2 | pa = |FD. MONUMENT ‘IN: Lo = ‘\ = r= SE oz | de ott CASE | ay | “WEBS: a [ = FD. REBAR AND: CAP SI NEB SE ro : NES SGT Wi 1 aa | ; bd MARKED: LS 9435! OR AS: SHOWN | : - fs i QE5T nea = WATER: VALVE er} ats [~ “OS 4 L= ae wk ie: RIM = 371191 y= FIRE HYDRANT” No Fhe: K 17. ' “8 oe | \ \ \ yf PVC N. 367:29: sp: RS i geo Soe ; SE a all YU] GSE 12” pve s: 367:46) B= WATER’ METER Q| S| 5 ORE Sg Nas SS eo apaea h Sirk i] Ry Ls"_pve © 367.71 ‘= STORM DRAIN MANHOLE: ot ie r L % s “= i A210: sqrt | yay ‘ Sn | a | | ai L ch = ~s VP WE oh A wa: =: CATCH BASIN : = ty s gproseeoasc ' Hy) % SIE NEEDS TSW —wessge’ wt | Hy YOY = SANITARY SEWER’ MANHOLE | = $0! rr Oz02. — ~ E — — 9383" 1. ) LULL ah 20° DEDICATION ' O3!=: (SIZE)"” TYPE: M = MAPLE: BS et | 12 ose [Town iveex | |\ NY re W/CURB GUTTER ' .. = | eae SIIB.D sat ) 8 eee OES | I Hey il _* SIDEWALK Mei =: (SIZE) TYPE F! = FIR ‘ ad | | = Ya i ¢ yt . / Rid REMOVED" 219-434 Ft en fe a! ‘ “ ‘s ; 2 L T = _ z L. ~ Y = ; —4 = | NSE BITE WT — NESSIE W EXISSMH 4 4. Ante — 62i02'. —| O53" ~s = ae ~ tT ir i 5s | 368.87 \ Sg. o \ — : GRAVEL = arama | = 360.001 a NS & , i a: | 13 | Stal bo ppre / ‘ — 0 20° 2 ae a a 5,915:9 sq. ft | RI Ne . Lhe: = ES 3 uj : 3} 4,220.2,8q.t. 1 ie es SP if = 6 L Se jo wo tg NEL oth. ST. ° “EXISTING IMPROVEMENTS NES Sg TE WI ____ NES SITE’ WI RIM oe, 57 —— ee ee To > = > ——- ar ie De = oe mo ST PS SS ESS SS Co 82,02 =i ype OER, aly ; By | (12? Pvc NJ 365.42 a ia EN ope I a“ , : ! \ re ied lyon PVC E. 365.57 ” COMPAGTED! DEPTH 'CLASS "B’ | 14 | =z) / 7 ! j { nan | 110” PVC N.E. 365.99 ASPHALT — 2 LIFTS: REQUIRED. Le s : / \ fhe? 1 . ca 5116.0 sq.ft 8 55154 sate 7 | LL Hast 4 6” COMPAGTED DEPTH — CRUSHED &: | | xe pad” | ¥ ti! a SURFACING, 2 — GOURSES a = Pa . aa “i | | ar eae See 12” GRAVEL. BASE AS NEEDED = af le dF bess a mpg —— =I a | PSS EX SDMH ROAD: SECTION — QUEEN AVE. N.E. i is-,!-_— EA eet Sct EGON x! DXi RIM = 367.18! MIS ee Por tt 1 | “4a yaa = ’ 3! ; 7 12” INLET E. 359.46 N89'01'32"W 200.99 { _f "| 41 10” OUTLET 'S., 389.53 ls aiweN™ STORM DETENTION | OS} eS |, eNO eee " 8 1/4 COR SEC. 9 gurl APE AND JOR: WETVAULT yin Ni. IN EX SSMH: x C.O.R. MOM #7502 efQne ¥” See 2M = Seb 22 ¥ 4 othe ? Sy LE, i — qi ty 2” BRASS: DISC. W/PUNCH ON 2 |e, Tene see Wy! & car are. g & 4” CONC FILLED‘ PIPE IN CASE. on a ea (SITE BENCHMARK | x "” “ya Ey = “yO ey pa ELEVATION = 366.10 ai wa pape a IN. CONCRETE. = A Ss ay Vi INCE TE, a ~ Ne 1324:06" MEAS. <n S| J vo DOWN 0.7” IN CASE. i j Wo Tp e ? a ' NE “4th STREET SE9'08 ‘47 E 2648. 12 MEAS. I, ME 4th STREET _. S8906°0S°E = 2648.09" C.O.R. j= TOUMA ENGINEERS GRADING & UTILITIES PLAN: STONE LANE PRELIMINARY PLAT WEST VALLEY BUSINESS | PARK OWN. BY GiS. DATE JOB NO. 6652 SOUTH 191ST PLACE, SUITE! E-102: KENT, WA 98032.) 77907SIT DWC MAY, 2000 779-001-001 PHONE (425) 251-0665 FAX! (425) 251~0625' _— CHKD. BY SCALE SHEET MH. T. 1°=30" OF 4 0: \Z 7 9 0 1 S 1 T dn g ECE-00- 082 B: \7 2 9 0 1 t r e dw g PORTION OF THE SW 1/4: OF THE SE 1/4: SECTION 9; TOWNSHIP: 23 NORTH, RANGE 5 EAST? W.M.. CITY’ OF RENTON, f Pa ™~ “N_88°59°18" W 200.24" ° ~ inGLESF AML Ph a ; sali “Bs a Sag j se . . ~ 7 N89°01'32"W 200:99" 2 keNTO a pik ime ror STATE. OF WASHINGTON a Nee = ee ee e SS | | 6 Ee Ce . GRAPHIC SCALE SCALE 1°=30° 120 ( IN FEET )! 1 inchi=: 30 ft. TREE REMOVAL. SCHEDULE: TREE TO. BE REMOVED SITE BENCHMARK * ELEVATION: = 366.10 TREE TO. REMAIN LEGEND w= FD. MONUMENT JIN: CASE | @ = FD. REBAR AND’ CAP MARKED: LS 9435: OR AS: SHOWN | <= WATER! VALVE ‘of = FIRE HYDRANT Bl = WATER: METER Oo STORM DRAIN MANHOLE: wa:=: CATCH BASIN OQ: SANITARY SEWER: MANHOLE 31 = (SIZE)”” TYPE! M = MAPLE Mei = (SIZE)" TYPE F = FIR f STONE E 8 / : if | IA; "RS. ; _ TOUMA ENGINEERS: TREE — PLAN Br WEST VALLEY BUSINESS: PARK NWN. BY GJS. DATE JOB NO. ae Z 6632 SOUTH 1191ST PLACE, SUITE! E-102: KENT, WA 98032. 77901SIT. OW MAY,. 2000 779-001-001 ie PHONE (425) 251-0665 FAX! (425) 251~0625° L ea é CHKD.: BY 'SCALE SHEET ’ MAH. T. 1"=30° 4 OF 4 LANE PRELIMINARY PLAT ECFE- ON- N82 ‘ | CRAPHIC SCALE np PORTION OF THE SW 1'/4 OF THE SE 1/4: nee | LUA . HILL I SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. SURVEY NOTES: ) : meen CITY OF RENTON, STATE OF WA SHINGTON Ey BOUNDARY: AND TOPOGRAPHIC SURVEY PERFORMED, LND. all F -cAMILY i 7 BY: GARY L. VAN. NESS err t ” ; SINGLE FAM 1 | ty 11625 SE’49TH ST! ( IN FEET ) S 88°'59' 18" E 200.24 i 7 BELLEVUE; WA 98006 . 1 inch = 30 ft. ——— oe zs — PERLE ii a a PH: (425 747-0776 NE 6TH ST . | ues tr | % a ce onereen MEETS: OR ExcEEDS |, |fy la r Een SHE s | 4,197.1 sq.ft & WAC 332-130-090 Ss (|= = : 24 iS FIELD EQUIPMENT’ = | fw VW) & : | | SOKKIA SET3BII Ws WE LAS SS] |S L | % SURVEYED. BY FIELD TRAVERSE ka = mG ~~ N8559'78” Pacrae (ws SETE. tu S — -84£02. — SY ys & & r | zSIS = LEGEND. | 9. 18 ool - LU 3,915.9 sq.ft aa fe , i : | . | | = 4, a sq: ft. GREENWOOD we am oT 6 MON JIN' CASE Fst : } | L a | _| CEME &) PK NAIL NESSIE W # ty — ie) FOUND! REBAR & CAP [eee ee a = — — 9342! VICINITY’ MAP OR IRON PIPE. | 70. 5 3,915.9: sq. ft. | & 4206.3. sq:ft. FN oy } @ SET REBAR: & CAP' (9470) 2 RIS oe oe & SITE DATA ot | | i p20" ACCESS ESM. Ty. ™ TOTAL AREA — 653954 SQUARE FEET(1.51AC) as L -_ a os STREET R/W AREA — 6576 SQUARE FEET (0.1'5AC) WNER /DEVELO XN NEESO TSW ZONE — R10: oe era corp. "> Pa ee 3.53" PROPOSED NUMBER OF LOTS — 1# vi ‘ “| : DENSITY’ - 14-LOTS BASED: ON 10 DU/ACRE: PO BOX 1029 | 11, _ WOODINVILLE, WA, 98072, : 5,915.9 sq.ft: = | 4 s LEGAL DESCRIPTION: ; | | S | 4,210.9 sqcit. 3 : THE SOUTH 1/2:0F THE NORTHEAST 1/4 OF THE SOUTHWEST 1/41 OF THE L. — | 8 lL , SOUTHEAST 1/4 OF SEGTION 9} TOWNSHIP 23! NORTH; RANGE 5 EAST; W.. M. ENGINEER/SURVEYOR: : - 1S Nem aC EXCEPT THE WEST 460.00 FEEM. SITUATE IN. KING. COUNTY, WASHINGTON. TOUMA ENGINEERS tJ r — 6202 — _ —— — 9363... | 6632'S. 191ST PL. SWITE E-102> | 12: 3 | DATUM: KENT, WA 98032: Q N 35,9159 + sq. ft. | & 4,215.6 sg.ft | re CITY OF: RENTON: . . 425-251-0665 = | Q 3 CITY BENCHMARK No: 1503 TOP OF CONCRETE MONUMENT’ AT THE SOUTHEAST ~y S | _- | CORNER OF SECTION: 9; TOWNSHIP 23! NORTH; RANGE 5 EAST; W.. M. SS Z jr: | ELEVATION = 401.02: : 2 NES SITS We see a8 | sme Sa BASIS OF BEARING [~ ; — 7 (Le sociated “i NE 4th’ STREET BETWEEN’ MONROE: AVE. NE AND' UNION, AVE. NE | 13 | Se | BEARING (S: 89'05’58" E MEAS.): A 3,915.9 sq.ft’ = i) sn i NE 5th ST. CHMARK | | - 42202 Sah i. Y a oe Ee EN AVENUE NJ £. 100) FEET+ SOUTH! - —ngesorrgy— | = ; | ~ — ROPER STREET. gies NEB59'TEW eat 1 A : | | 1 | on | 9,915.1 sq.ft. ” THE LOTS CREATED HEREIN FALL WITHIN ZONE 2: OF RENTON’S | 178.0 sa. fe | S| 25! ACCESS .&i STORM | AQUIFER PROTECTION AREA AND: ARE SUBJECT TO. THE REQUIREMENTS 7 & | P DETENTION EASEMENT, NI OF THE’ CITY OF RENTON ‘ORDINANCE #4367. THIS: CITY'S: SOLE | | 3 SOURCE: OF DRINKING WATER IS: SUPPLIED: FROM. A SHALLOW = AQUIFER UNDER: THE CITY'S SURFACE. THERE IS: NO NATURAL BARRIER a | 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 HOMEOWNERS RESPONSIBILITY: TO PROTECT ats ic THE CITY’S DRINKING WATER. tw agent? 'tos = e ARIS lay & Ww S: 1/4 COR: SEC.. 9: ye AP its ' = C.0.R. MOM. #1502 att cous poEN = by 2” BRASS: DISC’ W/PUNCH ON si | S. SS , © ” CONC’ y r & = SE. COR'SEC. 9 S 4” CONC FILLED. RIPE IN. CASE © mi C:0.R. MON, $1503 = , £ S 1/78” COPPER PIN. IN CONCRETE a m4 mare | NE 4th STREET 11324. O06 MEAS: — 4 = = MON. DOWN 0.7''IN CASE: JUL 242 [ ° , D9 2 ran :; ae — \, ae we S8S9°08 47°F 2648.12" MEAS. NE 4th STREET — _.. — S890605°E 2648.09’ COR: = STONE LANE PRELIMINARY PLAT "E TOUMA ENGINEERS — =| me WEST. TIER DEVELOPMENT io WEST VALLEY BUSINESS: PARK OWN. BY CIS: iDATE JOB NO. a: 6632 SOUTH \191ST PLACE, SUITE! E-102: KENT, WA 98032. 77901PPL.DWC: | MAY, 2000 779-001-001 a PHONE (425) 251-0665 FAX! (425) 251~0625: . : & CHKD.: BY poGaLs SHEET : MH. 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