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HomeMy WebLinkAboutLUA02-125 - large formatJ: \ 2 0 0 1 \ 0 1 0 5 2 \ P P L T \ 0 1 0 5 2 P 0 3 . d w g , La y o u t 1 , 10 / 2 4 / 2 0 0 2 07 : 5 1 : 2 9 AM , Ib h SW 1/4, SW 1/4 SEC. 29, TWP. 23N., RGE. 5E., W.M. FND. 4"X4” CONC. MON W/2” BRASS DISK W/PUNCH PIM ° h {E 12” CPEP N 321.42 IE 12" S 321.49 CB TYPE | RIM 325.79 IE 12" N 322.86 : | CARPORT 0.32’ NORTH OF LINE L P a 36 37 / 38 39 40 41 42 43 44 45 MILLER aug, 7} 85) eB IN END. 56° REBAR W/YPC hg wes Barus e 24" Da - Sans a COMA tS 16930" 7 owas see IE 24” CMP W 319.23 wo f aA iE 24" = E 321.25 7 N. LINE SW1/4, SW1/4 vy | | ° SEC. 29-23-5 a w# Xe Se s me 5 — fy ye Y, F } = 9 : |g | 7 Sp eq PR ‘ 1+ 7-] Wh 3 8 ~ S ©, > y] % ; g WF (/ \ N\A. vee vz _L_|_ fb 4-4 Ww Oo onr?4 4” ) ecocimaevecramcea zi bf [| 4 2 X Xx N88°03'11 —— v, a — —|— ; | 8 5 RN 1318.65 a | — os s /\e eal Q ear, [ <4 BTA) SX _eeearfenmc obo VE ae I LL AS — NN ° STABLE ea T | AY 8 a ae Ne"x4 Conc. BLOCK \W/2 es Si in ; SSMH_RIM 326.98 ~— i‘ RRASABEK H{PUNG 15p' @ go CR. CH. 314.78 4 oo > 24f0 @ | EXCEPTION 8 27.17] 2621+ SE f 18°CW ae A @ 26°CW moe | ) 51.09 22.18 Pe) BARN Py aS @BLDG COR 5 45" K & » 5-|2"A g wh, Bp [ve] ales WETLAND A rc ae 3 Amen | , TEST\PIT #2 TEST PIT #1 be ‘WELL Wr? e 1B°IE 313.48 WEL w—8 aaa , @ 2-10 F 285724 SF \ WETLAND HIMALAYAN le “il \ BLACKBARRIES ~ a a = e 3.9 == J x ms Y \ DWF D35 D1 BLACKBERRIES mn \ /\ X YX 5d ls ike met a = 400 —_ « \ ed X x xX 1289.49 . by ey = : YX Xx xX x N87'44 SNE 2) Fs e % iro) 5 os ERG a 7 - \ 3 AP | 434.6! 10 ay \ NA ier ee Tv: \ | \ % [Nw PROP COR” yD 2 = é m | ul \ da a 3 | 3 RB9 “& 101 102 103 104 105 2 d Wy aa i | % ° 9 100 Z 3, \ DWF 2 ° \ ; v 9 8 9 g j in : / S. LINE N1/2, N1/2, SW1/4, SW1/4 O7 Lud \ \ fo \ ; Be Ge 2 — iS 96 SS ; 4 vv \ ; : DWF D33 / JO \ \ | | N . 31 \ eee OFFSITE WETLANDS .PER ESM. CONSULTING ENGINEERS OT eesannabaraeen oe ages . _—_" DWF D34 a —— ~ —>—1 \ /. D» DWF D32 E-MAIL DATED 4/\ /02 | —— | \ \ \ = — ™—_ —__ ™~ is 20 x = ~ NG 29 Tr Lil — \ - 5 i list xt co cons ON we ids od = osaecé A N89'16'32"E 2658.10 + D N89°16'32” ° 29 29428 “° ie 1315.34 1315.34 pe SS K R427 £204°3|'59" 23259 KQy Vl Rs 2 © Q 5, Sp ° oF a Lp S2. 0) N a ae S =|2 : — SS - Oh, iS) = Ct VY he Ol — < . % fi Zz hy | 30 [28 aa LEGAL_DESCRIPTION NOTES + ig THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE 1. THE SECTION SUBDIVISION FOR THIS SECTION IS BASED ON THE RECORD a= D a N SOUTHWEST QUARTER, LESS THE SOUTH 80 FEET OF THE NORTH 110 FEET OF THE OF SURVEY BY ESM DATED DECEMBER, 1989 AND RECORDED IN BOOK 70 © = Vee” WEST 120 FEET OF THE EAST 150 FEET THEREOF AND THE EAST 30 FEET OF THE OF SURVEYS, PAGE 172, UNDER RECORDING NO. 9001109004, RECORDS OF N88‘03'11"E N88°03'11"E “I SOUTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE KING COUNTY, WASHINGTON. rm SOUTHWEST QUARTER ALL IN SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, *5 1318.65 1318.65 i W.M., KING COUNTY, WASHINGTON. LESS COUNTY ROADS. 2. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED » . FROM LAWYERS TITLE AGENCY OF WASHINGTON COMMITMENT NO. 309231, a 79 DATED MAY 7, 2002. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS = * LEGEND CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. z S AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER ©) SANITARY SEWER MANHOLE ss SANITARY SEWER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED LAWYERS TITLE COMMITMENT. CORE DESIGN, INC. HAS RELIED WHOLLY ON Ei = STORM CATCH BASIN SD STORM DRAIN LAWYERS TITLE REPRESENTATIONS OF THE TITLE’S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP’S » [6] | GAS METER WATER ACCURACY AND COMPLETENESS TO THAT EXTENT. * w SCALE: 1 — 50 l— PIPE INVERT ELEVATION A ALDER 3. THE STATUTORY WARRANTY DEED REC. NO. 5335457 FOR THE EXCEPTED 3 aie 9 PORTION OF THIS SITE CREATES AN OVERLAP BETWEEN PLAT CERTIFICATE ae vol : Ret FIRE HYDRANT CW COTTONWOOD LEGAL DESCRIPTION AND DEED DESCRIPTION. = +9 x 9) 25 50 100 37 gS = >» WATER VALVE M MAPLE 4. PROPERTY AREA = 432,069 +SQUARE FEET (9.9189 +ACRES). # WATER METER 0 OAK 5. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON MARCH 27, 2002. ALL SURVEY CONTROL INDICATED AS p/p POWER POLE DEC = —s UNIDENTIFIED DECIDUOUS “FOUND” WAS RECOVERED FOR THIS PROJECT IN FEBRUARY 20, 2002. FOUND 5/8”REBAR (NO CAP) 0.03’S. X 0.11 W. OF CORNER TRANS TRANSFORMER 6. ALL DISTANCES ARE IN FEET. BENCHMARKS: U/G | UNDERGROUND POWER 7. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED — ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND eS Oe SEEN Gato PSSA na Broan cS aos OF RE manvaee met ce excep ante 1322. 9 108th AVE. S.E. & 176th ST. KING CO. BM F— . ere ——. a — ELEVATION 400.97 mead GUY ANCHOR SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS 1°32 N86°50'15"E 2645.11 ( 2645.40-MEAS ) aN BEEN COMPARED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE FOUND WALDORF PLUG *-9- STREET LIGHT OF THIS SURVEY. FOUND 3” COND MON. DN. 0.4’ IN CASE — "i 31-97 * CITY OF RENTON — NAVD 1988 BWF BARBED WIRE 8. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY 07 378 GOPER EIS & FRnEn oie Peomen DATUM THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND fee eae ne CLF CHAIN LINK FENCE SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS SECTION SUBDIVISION BASIS OF BEARINGS PF PICKET FENCE STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN pene BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN PER ESM RECORD OF SURVEY N86°50'15"E, KCAS, ALONG THE SOUTH LINE SW1/4 SECTION VBF VERTICAL BOARD FENCE HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CORE DESIGN 29-23—5 AS SHOWN ON ESM RECORD OF SURVEY (SEE ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. SEE NOTE 1 NOTE 1) E/p EDGE OF PAVMENT \o l z S Jo u DA T E RE V I S I O N S NO . EX P I R E S : 10 / 2 6 / 0 2 SU R V E Y I N G e 42 0 5 14 8 t h Av e . N. E . Su i t e 10 0 Be l l e v u e , Wa s h i n g t o n 98 0 0 7 42 5 . 8 8 5 . 7 8 7 7 Fa x 42 5 . 8 8 5 . 7 9 6 3 PL A N N I N G C O DE S I G N EN G I N E E R I N G PP Ol a s WA S H I N G T O N 98 0 5 6 BO U N D A R Y & TO P O G R A P H I C SU R V E Y CE D A R AV E N U E PR O P E R T Y 45 0 1 NE 47 H ST . SU I T E A DR . BA L I N D E R S. BU T T A R & RA S H P A L K. BU T T A R FE N T O N , CR A I G KR U E G E R PR O J E C T MA N A G E R DA T E OC T O B E R 20 0 2 AP P R O V E D m] | DE S I G N E D 4I D R A W N L. A B i) a mM OF 1 1 PROJECT NUMBER 01052 SW 1/4, SW 1/4 SEC. 29, TWP. 23N., RGE. 5E., W.M. Cs] | Lu} 9 t O18 | ; PL | | is / I J se | | | \| PRIVATE ACCESS AITILITY | o . PRIVATE ACCEREAITILITY / EQM'T, 26508 SF Zz NM LINE WI: ESM'T, 26418 OF / ni 2 EC. 26 Woektbie Conus as Te She aire re moe a \ REC. NO., 7601020328 & 9207159001 —_ f ON ore (TO BE VED = = \ a 4 \ % i | of 4 “sae $3 = ! : ‘ ie , “ y ° f 7 = | » ¥ bk Ys \ ‘, / PRIVATE ACCESSAITILITY ESM'T LL Py oe She | tt AY ‘4 | | a > ot E a | ! " < ; \ : bs : : ‘ l } oe ij : j ; & PAO Fs , ; a ve feos "5 Se iF 4 ¢ - ww le fy ny Sree Ow 1 : i aa at > ee / f it i 2 0 —y ae fy \ _~ \. STORM, DRAINAGE! a ‘Z = \. \ A My % \, 338254 oF { VY = ae a i pases *? — ) : __ 4; A | Mt) | mm ) ) i li) gpl ae ne tte -~N«& > . : |e 4 \I \ ~ . ty iH | REC. NO. 6093010 & 6073887 = 5X a Yo IsoBas. er 4 S404 or 62s n , | =e i << x oe w & 8 z \. "i. 30" INGRESS AND EGRESS EASEME Qs 2 . wie Aaa REC. NO. 5341025 WN = re) = a yw / i q 5 g > \ | vail i La oF | z -\ “Be 33) oF | 36008 cal qeedor al hi ¢ ‘ \ = a. \ \ || | \ © Py pt Peet YAY A AB A ta be OEN ORR OA FOS Ge OE AB BOP OTe Bp OY a8 Bt SFO OY! UY ; + x ' ee \ Ph ae Oh \EEPPERES SAE BER AQ TPP EL TR A VA ABO \aesoelet fo PAX ABE A SP) OC oe Pe Ne | . > = ty Bo ae A. _ Mb i ‘\ \ u QO: 26 Sees ee Lo mn | es | PRIVATE ACCEBS/UTILITY rm : i. \ PRIVATE ACCESS/UTILITY ESM'T, 26834 SF ra Zz i , 5 \ EOM'T, 2668 OF ra — : a | | wi oe | ; | | uu ' i if | MW | / C z c \ \ } | j ° / | . \ | ! | / z . 7" ' | / rd uy i . VF ‘ ‘ \ \ [a 1 tana emis ——— SC ; L 30’ WASHINGTON NATURAL GAS i | \ \ \ \ a eee “COMPANY EASEMENT i) | ] ' \ eT REC. NO. 6093010 & 6073887 i ix | } | ' oa oe | | | 7 ; 3 | | | ba O@ oe Vy SO, Tae S ‘ “4 Z \ 1 i i j a i | q | | | i if \ \ . | | O1 i | || | . 9 te = | (0 | } jl | f SCALE: 1” = 50 Jal iS \ ee et | V4 3 | oe 4 | | | | 0 25 = 50 190 i al > \ - | | Ho | | Oi « “* i | , ne a | i | ‘ \) L Redliot | » \ = x S | 8 LM T £204°3!'59" = SITE STATISTICS We fe (os Fi OWNER/APPLICANT SQ by hr tole: DR. BALJINDER F. BUTTAR AND is ax BB : Oez RASHPAL K. BUTTAR = ve mi 8 S 4501 NE 4TH ST. SUITE A. . . |. eee eds . Wy RENTON, WA 28056 SIDE - 5', 10' adjacent to etreet q oe —/ = (425) 226-ST1O TOTAL SITE AREA: 432,069 SF. (9.92 ACRES) 2 ~) are “Nb PROPOSED USE: DETACHED- SINGLE FAMILY —_ 2 S Lay S oe. eee PLANNER/ENGINEER/SURVE TOR Re ee betes 70 - Md a S CORE DESIGN INC. AVERAGE LOT SIZE: 4,431 OF. ii S ws = 4205 - 148TH AVE. NE., SUITE 100 ty BELLEVUE, WASHINGTON 28007 PROPOSED DENSITY: 64\ DU/AC. ay | oe & (425) 885-1871 lg CONTACT: LAFE HERMANSEN- PLANNER PERMITTED DENSITY: lO DU/AC. _ ral jen) ROB STEVENS, PE. - ENGINEER & > KEVIN J. VANDERZANDEN, PLS. - SURVETOR EXISTING ZONING: R-10 Wy = PUBLIC R-O-W 59 865+ OF. I ~ LEGAL DESCRIPTION PRIVATE ACCESS ESM'T 13,082+ OF. le Q wal THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST WETLAND AREA 265 12t SF. 6) tq Ly aS QUARTER OF THE SOUTHWEST QUARTER, LESS THE SOUTH AL 3 Q BO FEET OF THE NORTH llO FEET OF THE WEST 120 FEET OF TRACT 'A' - STORM DRAINAGE = 32,8254 OF. e THE EAST I50 FEET THEREOF AND THE EAST 30 FEET OF = 74 THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHWEST TRACT 'p' - OPEN SPACE AoE BF z QUARTER OF THE SOUTHWEST QUARTER ALL IN SECTION \ 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. KING COUNTY, CEDAR AVE SE WASHINGTON. LESS COUNTY ROADS. DENSITY CALCULATIONS \ Yt: f GROSS AREA OF PROPERTY: 432,069 SF (992 ACRES) LZ = oe - PUBLIC R-O-W 59 865+ OF ch & |© PENCHM ARKS: - PRIVATE ACCESS EASEMENT 13,0824 SF N| = 2 7 - WETLANDS 285712: OF S| <x 2 |< 3" BRASS DISC IN SIDEWALK @ THE SW CORNER tw C= S lO8th AVE. SE. & ITéth ST. KING CO. BM F-8A NET SITE AREA: 330550+ SF OR 158 ACRES w 176th ST oe) & = a lG ELEVATION 400.21 = i) Sie ai NO. OF LOTS: 50 “ @} | & | BS ~ oO a. NET DENSITY: 659 DU/ACRE Q] af 3] a DATUM: city OF RENTON - NAvD 1288 : | Bal 2 30 LOTS WOULD RESULT IN A NET DENSITY OF 652 DWELLING UNITS PER jobless otedndited sats fh ase : “i l | © = ce ACRE. a a i : a ” vis hood jel | a atl ic CC} wi} ew; o& BASIS OF BEARINGS CA AICIN TOM DEVELOPMENT ayy PORE 1” = 3000° = N86 °BO'lB"E, KCAS, ALONG THE SOUTH LINE WY OF RENTON NB SHEET OF SUV/4 SECTION 28-23-5 m IGHBORHOOD DETAIL MAP FEB I 4209 | 4 | 4 @e a I" = 400't ® ECEI ver; PROJECT NUMBER _f - 01052 PP OPA SW 1/4, SW 1/4 SEC. 29, TWP. 23N., RGE. 5E., W.M. DA T E 02 - 1 0 - 0 3 RE V I S I O N S RE V I S E D PE R CI T Y CO M M E N T S NO ol ey > | ee EL ee oe | ' | , Fi a | Dl AT OG WINCDICR | com | : | oe ~ | _ i - | | wll | a eS i A’ F ' 5 | é aa . é a L ~~ | j | 3 | ly 3 EXISTING STRUCTURES h| | | | TO BE aicaoalal it N. LINE SWi/4, SW1/4 | | | é | | | 10’ PACIFIC NORTHWEST BELL. TELEPHONE CO. ——_— | | SEC. 29-255 UNDERGROUND COMMUNICATION LINES EASEMENT» | ' REC. NO..7601020328 & 9207159001 | é ; t _ , |O & \ " , * “ nn . 319.4 T0_ |Z | t w kA VV \ A, “Tw PROP, CORY \ ; Kee | i nese if pam) Oo , 4k a Zz Y 4 +t “TRON 1318.6 5 2 nn ae te 4 rH OT : \ zs on : a Le So . {3 \ eee ee \, ‘ , . \ ae ee] er ’ 7 TT tS ES Te RT Nog \ | \\\ TR “a a | a % , ' ‘ Ne) \ : % |B Exception | TS | RELOCATE EXISTING eas | POWER POLE AND foo ‘Nb GAS UTILITIES ee ee et i i i : 4 > . 1 f i i i 1 \ fo “yy ‘ 4 x y * \ PX? i ; : i i f é i ; | ‘, * LI i j { é | A ~ i 4 mS foe | “ ds. ! i i \ 4 i | A 5 | Lf 3 \, 4 a oe KON SN yf | PAG FP? i of i A , i i 4, i ‘, : 4 / NEL Ge, f | os | 1120! @ 90 | AS | HH ys PW VLA EAA KY VY AKI X AKYVKMIFN IE DP PNP A ZO NX NA A CT a es eam ee IN END SIDEWALK ‘N \ S 2 O 4 ‘ 1 i VA \ f iS \ eoN ‘, Ss fo A VAT ON A i PoP f { fo | i ‘ : — ——t t [ i { | } i f cs i ; L “ i 4 a i ji 4 i . 5 %, t 4 i y 4 1 iH H i + " 7 E i . \ i i ! 7 0 ( x oO 418. CONSTRUCTION ¢ 49 2 . TO S SU R V E Y I N G Seb 176.25 | > 1 8 6 u G u u p e e d 4 2 0 5 1 4 8 t h A v e . N . E . S u i t e 1 0 0 B e l l e v u e , W a s h i n g t o n 9 8 0 0 7 42 5 . 8 8 5 . 7 8 7 7 Fa x 42 5 . 8 8 5 . 7 9 6 3 ~ 4 i i i ‘ 1 H , = i - . 7 7 ‘, ", \ a q i a 1 ! : woe | ! % 4 4 H ; ; . * T , i s > 7 i 1 i : : " ‘ , ‘, “ill ie fe | ie ; re i : { 4 \ \ 4 p ‘ Ve i / 7 f i ’ " ; : , . ‘ , ‘ 7 a , \ “nn \ e ae : ae: : a ai i i ‘| \ 4 4 \ 4 YW ee! . | i [ A : : i i LS. t a 7 es | 7 | a i TT i by se 1 if t 4 \ i \ 4 ‘ sf 5 rf + iB i iy 4 1 ‘ . r i i 4 ‘ iF i ie ' b} 4 S * L - | — : Lo HSI ty \i on | CTA ht — Vii isi oo. oe } 9 Lp) | END SIDEWALK _ ; i i j s, a! . i fi i ‘1 i ‘ y j i 1 \ aa y ‘ 5 i { i i H a r ". ff Ae oe é i i } | af i | Hl ia i : i I | , \ o " — ; | i : ‘ i | \ I 4 ( [ i | : j ‘ ‘ 4 ‘ ‘, 3 " wy ‘| ; i j iH j | ! A : i i 4 i ‘ \ A i : 4 A | MA 5 | J | r ‘ ef . 2 . ‘ ‘4 *y * x ‘, 4 A fi . : j : Ff j j { ' Fl i i q k i \ i ‘ . . Ef 4 { 1 in i ° ' i! Hi 4 i, ‘y, “. i i “soa PL A N N I N G - 10° WASHINGTON NATURAL GAS COMPANY EASEMENT REC. NO. 6093010 & 6073887 / 10’ STORM ' DRAINAGE. | EASEMENT? | | | | i if | fa 30’ INGRESS AND EGRESS EASEMENT 3.48 REC. NO. 5341025 i / Pg | | i ! Fi ! 1 / On’ SITE WETLAND AREA \ | \ | f | \ [yl of / / / . \ \ f / | O DE S I G N EN G I N E E R I N G - C a, 2 ee , SW I /4 a VES = ——— : ni LV Ol og STZ oy | , | | 18” STORM | airy) \ \ \ KY A | Vo q \ 2 | | BYPASS LINE a | Spe gey ‘ ‘ ee oH = P= a 104 105 l AH E. LI N E SW 1 / 4 SE C . 29 - 2 3 - 5 i P-25-S}) . LINE N12, NY/2, Swi/4, SWi/4 . —— — OFFSITE WETLANDS PER ESM| CONSULTING ENGINEERS ee ae \ | | jar lt -—-+ —_ S\ | E-MAIL DATED 4/12/02 | oe , ON ee Oe \ enemies , ‘ \ _ ee =" snc cial me COMP ANY EASEMENT ve \ / | _— \ 7 \ \ as ““REC,NO. 6093010 & 6073887 ~ | 30’ WASHINGTON NATURAL GAS \; { S| | 8 . | — . i i i a i WA . ~ ya 9 ® | | | =~) rd _ eine ote ——" \ \ \ in =~ 9 i i | % /~ | —— = | \ \ _— an 3 / —~ — | \ ~ . ee — vs } | j | ‘ f | ' 83 | | | | \\ 7 aie S { i : \ \ | | | | l F fl [ a) = / | | | || || ol ar © a! abo | i = = = = 45 0 1 NE 4T H ST . SU I T E A RE N T O N , =| ros" OWNER/APPLICANT 25 2. DR. BALJINDER F. BUTTAR: Tees 7 RASHPAL K BUTTAR 4501 NE 4TH ST. SUITE A RENTON, WA 28056 (425 226-3710 Ge f Ss ft O NS “KE RTE (8 | RASS SNE SPD I REFER BOAAK [& XAry ROR RRR 4.” THICK CEMENT CEMENT CONCRETE CONCRETE SIDEWALK VERTICAL CURB & GUTTER 50 ON-SITE 42' h/W SECTION 0 25 50 100 NO SCALE FLANNER/ENGINEER/SURVE TOR PR E L I M I N A R Y GR A D I N G AN D UT I L I T Y PL A N CE D A R AV E N U E PR O P E R T Y DR . BA L I I N D E R S. BU T T A R & RA S H P A L K. BU T T A R CORE DESIGN INC. 4205 - |48TH AVE. NE., SUITE 100 BELLEVUE, WASHINGTON 28007 (425) 885-1871 CONTACT: LAFE HERMAN3EN- PLANNER 30’ ROB STEVENS, PE. - ENGINEER . KEVIN J. VANDERZANDEN, PLS. - SURVEYOR C J 3" BRASS DISC IN SIDEWALK ® THE SW CORNER 20° PRIVATE IOBTH AVE. SE # IIOTH ST. KING CO. BM F-8A . ACCESS ROAD | | ae 6’ LEGAL DESCRIPTION ELEVATION 400.27 1.5° THICKENED ~ | ° per | J HIGH EDGE 25 ROCKERY THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST DATUM: CITY OF RENTON - NAVD 9828 Vbhthpcdhitisticiimistttcttttttin QUARTER OF THE SOUTHWEST QUARTER, LESS THE SOUTH 80 FEET OF THE NORTH IO FEET OF THE WEST 120 FEET OF i THE EAST I5O FEET THEREIOF AND THE EAST 30 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHWEST | QUARTER OF THE SOUTHWEST QUARTER ALL IN SECTION BASIS OF BEARINGS PRIVA TE ACCESS ROA D ROA D Iq! STA. 10+00 - STA. 4 1400 WASHINGTON. [B88 CONTY ROADS. a DEVELOPMENT PLANNING N&e SO'S"E, KCAS, ALONG THE SOUTH LINE MEMENTON SW/4 SECTION 29-23-5 AS SHOUN ON ESM RECORD OF SURVEY (SEE NOTE |) iY SCALE NO SCALE FEB 1 4 2003 B. TR U E DR A W N B& B . 7R U E CR A I G KR U E G E R PR O J E C T MA N A G E R AP P R O V E D R. ST E V E N S , P. E . DA T E OC T O B E R 20 0 2 m} DE S I G N E D Y - mM + OF | 2 RECEIVED PROJECT NUMBER 01052 PP o8-laAS” Bisa (3} s Ae 402.02 IS OS2Ac. (2) # 401132 S. 28TH 093 Ac 8@ t) S.P 054-77 41054 __ 0.37 Ac. — 44 Bt 7S 30 83 lo . FLAG Ac { dL La h e a h a l b a t a b e d e Z£ 2s th o k e 2 02 t A hn t a h d e o h a b e y l a t a h a l a l e e d a t a r t 33 0 4 2 S.P 197-78 oo ar ee er e . ‘ 22 8 86 8 oo 6 wu Me e Se ae Wa % e ee he Mo e n S Ro n d e , hd d he s h e n h n i h e tt f , he bo n ka s h a t h a h e r t h n h c h u k e d e d e d t tp 0. 0 2 La k u d u e r d t a l e a d e e vA ot eee oe Spo ee eee 569.18 6.14 Ac. wo a 2 ra Lb gy 8374 42 1 . 4 9 (4) SP H3-77 od Seen (eee CAMPUS BINDIN SITE fos 4050k 3 po? on Cc 5a-0.63Ac. ff, ‘i 19 7 , wy Tid «| 5583! U.LGERL. var SFG @ ol © ST. 31ST 2 Ti 287°S. 31ST CT. 2 oy “530 @ 7 f 55 8 8 ST. 3a 78 . 3 ) a ; o| 79 . 4 6 [3 0 fo ) 4: 9 tL | GL b L 14 . 8 4 | €L u u Ta {7 4 . 9 0 15 1 3 6 18 0 DUS P1276056R — - * “F a x e r ? ~~ 4 1 5 . 8 ) fa a A w n 33 2 . 6 8 sine, NTON <x 580! NION a SE eis, Sena ats DOT.GE - ro d 4.36 Ac. @ — C RPORATS, = 314.163. 32 9 . 1 5 32 8 9 5 % ¥1 8 . 0 5 = S3e/ 2 | 43) {043 8843- 7 SE . 10 . a- > (1) {63 SP 279037 0. 3 0 H ee 202.48 Z 15. I 127.31 pion 1 Be feed oO is 8 s a t iS 1 cr if { - a os 122.415 of {2741S iT 9 ae es iS 1 — LO S } in eee t is 8, e ; : L X ented mos 2751 s215t ¢f==== { . cr ae, La 7 3 ‘4 : : SK |abd 4 y7g4 sa Pea a a faa ¥ : rial eae eam ame sp---7/. ba 127.6, of 2761 r ese 46 { a | \oo oo { S| 1 1 M7 ul La 421.86 at / 3 ys AS ‘S a2 , Be e a 3} -ie 3} 284.03 is 60 bawal mt 140 4 1.322 |e! 66 as a Tye % 80 “! 5028 s13) , ¢ mise s0.04 NN Se 0. a) 92556 GC 39. ee I 44 45 i 37 37 38.3 395) 405 Te) 42 | = SS aT as Cc io en wy ic 7%) Is it a ee. eae B x = ai). bere memwsfeciene SSX : (2) . t 405 as < SN -- 4 H 1 | i! © = 8) : abs in bi | Weihag YY S| 1 x 3! ic Mi © a“ D if : In & 1 “7 ,t H H : t if H i = i Hi . Chi § t ny, a wipemnereenewere - Sot . Aan } NY od i H A — 237.065= \ PA 33 0,35AC. \ | “— fab H ? e O.90AC. |i an &€ @ t i ne | ~ = a N IS OS4AC. { i 4 1 \ QO aS " ¢ " t < ' is al foe a. 4 vs 2) SS OFTOACS YT TF i \, “ wy it t J+ 7 <3 \ : <~ \e) \ g i G = Y a | SS A 2 ®: ba l oe \2 e i r 232.65 VS S. E . IZ L 5 0 = wa g e — J ee ee ee ca n e s ee e ee eo VALLEY VIEW . gg e a r r a g g e Sy = 51 3 9 i { 1 i t 1 & B ® oe ee : ee e en e ee ee me we - & ~ ia t { 1 1132] oN a { | = 0 ‘CS - 300.62 = ae : 172ND ——ar Sur 30 , 3 0 CE P A SA A R Pi ee : ~\ ia 70 7 , 1 9 . __ 1 3 2 1 8 ® | 1O 5 T H i — — PL ve & = aH fe c it t [Meters j Hi Cory 4 é —-"a-cOND, § 4i/uNITS 40957 ee an Pp a a a (2) 3 alae ~ | 2238 Jala | 18 e soit i ma A? |e ’ 8 a SP 074-85 B23 State of Washington +t H led} m» . -Ltgos--- (494.37 i de ar at h | | 10 4 49 5 Villa Convalescent r == 150.10=-— E= PHASE til Ay 37 ] wef 16 6 . 2 6 : DEVELOP MENT > OCT 3.0 2009 RECEIVED State of Washington "V S 1 6 78 Sb sc e o e c b e a e State of Washington ne e ao e ee i SS 13 3 2 . 2 9 | 13 2 . 2 9 << 2 S.2 675086 15 , 5 6 eg A TR A SE R C g 93 Q om 3 v8 ob s p om e FI 2S.E. 1st Uf , CO R P O R A ~~ == TASRD tz! je! aa Ban —— “+ 390 ry 7 o cg Cg > SE S SS FS R RR R Ba e I RI S O ER RH E wr . é CS S I S A i ra 10 8 T H SR E rr ca rs) 0 a NEIGHBORHOOD DETAIL MAP CEDAR AVENUE PROPERTY RENTON, CORE DESIGN INC., ENGINEERING + PLANNING * SURVETING CORE NO. O1052 }" = JULY 10, 2002 WASHINGTON EX. = B Oo! 0? 0019S IA I : RO U T E sa x Ce e a t ae I aa SI G N B o z g wy ih ) TE E S ST A T E S SE R R E G, G ie e e SW 1/4, SW 1/4 SEC. 29, TWP. 23N., RGE. 5E., W.M. [sa] . Lu} 9 | = 2 | O18 | ; | mest eal | /\ PRIVATE ACCESS/ITILITY | ze . PRIVATE ACCESOMTILITY “| EOM'T, 26502 6F FA RE LINE Wi /4 f ESM'T, 264s oF é Y ae ae , 10° PACIFIC NORTHWEST BELL TELEPHCNE CO. ——_“— ALL EXIgTING STRUCTURES > a a ee ae, UNDERGROUND COMMUNICATION LINES EASEMENT / ON SITE |TO BE REMOVED Oo ~ 4 REC. NO... 7601020328 & 9207159001 ; f 7 4 \ i | ; =|} en | > yO PRIVATE ACCESAITILITY ESM T J ial G \ 4 Ore * Oo ha 4 4 ¥ “i i \ \ f i \ \ \ j { i fay ~ a+ FELF]ULAYING pwn) y : - i - o i: yeas i , | S 1 | | A 3 1 | wu eae | yi | ; ! } 4 | Olx = a | j 4 [EXCEPTION A th a f ) iN | 621¢ SF nl zi ! H | j t rs \, ’ NN a, , | rs | i oh SEMENT , a 7 th iy ' j \ aes Ron © ‘ \ ‘ Nhe a \ j i 1 > o — HTS me _ STORM, Smunnaed / \ \ 2 iz (i = ‘ , aN \ NOON \ 338254 oF \ ( \ \ “S08 Wh 843 wi ~\ ny ‘ . \, ‘ ‘, , . ‘ Se % ‘ 5, \. \ ‘, s “ny, 4 \ i ; \ ; ‘, 4 7 ‘. Oo \ en ee en \ ‘ | \ \ | \ \ \ ‘ * } a | \ \ ‘ & co 4 t 1 \ 4, se, oe, ~ | / | 1 \| a ; . te & i \ | KO _— \ — 4 \ N ‘ 4, / [ \ NN \ %, % 3 z ) 8 VL SA \k scbor er | | 2] ess a f pa “J i x ms, % w . ! = 6 lu / 2 NS \ \, NON, oo 10’ WASHINGTON NATURAL GAS B® - > } \ \ \ 5 os i COMPANY EASEMENT : Q | . on , \ REC. NO. 6093010 & 6073887 4 c X = | a ~ \ \ 2 x i | \ \ \\ 3 22 a i | \ \ " ‘i \ z \ \ \ z= | ! { \ ‘ ~. \ 4 <= eo] N | | | \ \ ee | ess ° ~ FR YS feo 8 1 4, — | ; / | ’ . \ i ' j | i \ 30" INGRESS AND EGRESS EASEME Oo = © z / \ | oO 4 \ ; { | . ie aise REC. NO. 5341025 V5 ~ \ f | } i { } 4 xt Zz \ ree to j i i } i : i | | . | | { 265728/6F \ | | \ { 4 f ‘ \ (42098 :\ oF . \ Qa. N oi | | i a — : } | 1 | PRIVATE ACCESS/UTILITY PRIVATE ACCESS/UTILITY ESM'T, 2653 SF EOM'T, 2668+ OF OWNER/APPLICANT DR. BALJINDER F. BUTTAR AND RASHPAL K BUTTAR 4501 NE 4TH ST. SUITE A RENTON, WA 28056 (425) 226-3110 PLANNER/ENGINEER/SURYE TOR CORE DESIGN INC. 4205 - l48TH AVE. NE., SUITE 1OO BELLEVUE, WASHINGTON 28007 (425) 885-1811 CONTACT: LAFE HERMANSEN- PLANNER ROB STEVENS, PE. - ENGINEER KEVIN J. VANDERZANDEN, P_L.S. - SURVETOR LEGAL DESCRIPTION il. rh NINE] } _ \ | | . _ ; | / | ae \ \ \ ee ee : cman -L., 30’ WASHINGTON NATURAL GAS | ens tes _ \ \ \ x \ Ce _ scsi unmsasarnsceconaeONeS crememaiaeaaaaimcnial a “ete “COMPANY EASEMENT | i f | - \ \ \ \ al —_ "REC, NO. 6093010 & 6073887 | 1 ] ; Ss | “ 7 alo | ' i \ Z ~ ~ 5 8 { | = \ oral 4 ~ FA 9 in i a ; \ i . i i i \ \ wy i / | ii | \ | ‘| Vi | | i \ la || | | O! | | 9 Lo an \ ; i | | | . | | | | || | | ; | | nm gt ei i } ly, | | - \ lt Ky ; 14 | ii I | \ \ [pe Redilo7 | | | #204°3I'59" SITE STATISTICS fe THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, LESS THE SOUTH 80 FEET OF THE NORTH IlO FEET OF THE WEST 120 FEET OF THE EAST I5O FEET THEREOF AND THE EAST 30 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER ALL IN SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., KING COUNTY, WASHINGTON. LESS COUNTY ROADS. BENCHMARKS: 3" BRASS DISC IN SIDEWALK @ THE SW CORNER 108th AVE. SE. 4 ITéth ST. KING CO. BM F-84 ELEVATION 400.31 DATUM: city oF RENTON - NAvD leg BASIS OF BEARINGS N&6°50'l5"E, KCAS, ALONG THE SOUTH LINE SWI/4 SECTION 29-23-5 © SETBACKS: : FRONT - IO! REAR - [5' SIDE - 5', 1O' adjacent to street: TOTAL SITE AREA: 432 06% SF. (222 ACRES) PROPOSED USE: DETACHED- SINGLE FAMILY ae NO. OF LOTS: 5O - AVERAGE LOT SIZE: 4431 SF. PROPOSED DENSITY: 64! DU/AC. PERMITTED DENSITY: lO DU/AC. a EXISTING ZONING: R-1O PUBLIC R-O-W 59S65t SF. PRIVATE ACCESS ESM'T 13.082 SF. WETLAND AREA 285712t SF. is TRACT 'A' - STORM DRAINAGE 33825 SF. = © TRACT 'B' - OPEN SPACE 2105+ SF. eS Vi DENSITY CALCULATIONS \ : [SEAR AVE Se Yt: GROSS AREA OF PROPERTY: 432.0694 SF (292 ACRES) - PUBLIC R-O-W 59865: SF - PRIVATE ACCESS EASEMENT 13,082t SF - WETLANDS 285 712+ SF « oO NET SITE AREA: 330550 SF OR 158 ACRES r 176th ST al <= NO. OF LOTS: 50 “ y NET DENSITY: 659 DU/ACRE 5O LOTS WOULD RESULT IN A NET DENSITY OF 659 DWELLING UNITS PER l —_ (TY) VICINITY MAP ER EFRON NY 1" = 3000' FEB 14 2003 ab NEIGHBORHOOD DETAIL MAP RECEIVED (NJ I" = 400! C O DE S I G N EN G I N E E R I N G - tas is < A Q| = Oi s <x tBe8 ese 58 S S|S:: C2/Eus Wy |m-s S35 =eTis * re Kala (ays = Oe for y/$) | | SE NE) | SP ee 1 1 "01052 PC 0 ?-1AS SE \ - E 9 A ON I A F T A A N S + ON I N N V Id E9 6 L S E E ' S T H XP 4 LL B L G B E ST H 20 0 8 6 uo s B u r y s o y ‘a n a z i i a g 4L V d SN O I S I A R Y “O N OO L HA S JN “O A V WE P L SO Y - ON I A Y F Z I N I O N G A NO I S A d 95 0 8 6 NO L I N I H S Y M ‘N O L N I ¢ Y WI N S 1S Hl L e IN LO S % YV L I N E ‘ TW d H S V E 8 YV L I N E S YI C N M I T I V E 4d YS O V N V W LO A P O d d AF I I I N Y M DW V A D Gs A 0 d d d V OF ~ , AL Y H A A O d U d AN N A N V AV d A I NV Td DN I A V A T O UN V IN I L L I O FA A A L Ga 7 NM V a C NI S N V W E Y F H “7 GA N O I S A G CO 0 € YF A G O L I O AL V I SHEET PROJECT NUMBER 01052 SW 1/4, SW 1/4 SEC. 29, TWP. 23N., RGE. 5E., W.M. { TE TO BE REMOVED ALL EXISTING STRUCTURES ON SI “WETLAND BY Q Z T T V y ) L u — vy © : 4 — — f l 4 8 — a oe #2 ) fg RE S i Y n n f j ] « 0 @ 4—24"M | HIGH COAL MINE: HAZARD AREA \ BLACKBERRIES. ] HIMALAYAN”. | HIMALAYAN |BLACKBERRIES _ HIMALAYAN ‘BLACKBERRIES HIMAL’AYAN BLACKBERRIES SE ek ja 92 , 5 . LO N Y lu - b g f o f _ i D q j © w o l O # 9 8 i l a l y ? D P } 4 z ¥ a 3 5 ee <[ Zz E & L i t w o ¥ 2 0 8 z = T t © u j 9 < l o m O o O l a u s ; Y ) Z z r e e L W O ¢ i n M ) 2 o 7 5 4 0 f e n H t t e S i s t r e e W S Z i § 2 y y O w w e E l b l 2 a - O w / I ! ( Y 2 8 6 ) w o 1 ) 5 3 9 Q u i n i t e | + b < { j = y e , J ) O B w W y u s t “ | w o - O W i S . 5 o \ * a y ) 4 > 4 2 0 . M y O 1 } — _ o a W y = — — p a a r l g . : W W - O } E : c L N - Q e Z 3 5 o s i 8 a E V A Q U E c e e W y e , 3 Z | % 8 t 2 be l g3 | m a = Z f y E T Z n s O o < H e - . I s s a \ \ a S Q O l 4 _ | % Q l * ( | a x e { 3 5 j u e ? v i & v i W W } 5 2 % < { l W S a k ? O r e : THE EAST I50 FEET THEREOF AND THE EAST 30 FEET OF TST1 (425) 885 CONTACT RENTON, WA 28056 (425) 226-3110 QA § 3 6 a 4 5 2% ¥ aA x QO BR E o ey v us QO 45 3 Wl E z \ »> O g Fo z n e M4 9 5 G6 je s wm i z e k 6) 6 0 - Ma e , G LL ay e Ol g s 4 ae at a Te d 5 De e s FH No k ? I Qo s s Q We a r , WM. KING COUNTY, RANGE 5 EAST THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHWEST WASHINGTON. LESS COUNTY ROADS. QUARTER OF THE SOUTHWEST QUARTER ALL IN SECTION 23, TOWNSHIP 23 NORTH, ROB STEVENS, PE. - ENGINEER , PLS. - SURVETOR LAFE HERMANSEN- PLANNER KEVIN J. VANDERZANDEN UI WV 8E : E F : L 0 ZO 0 Z / Z / O 1 ‘T n o d e T “B P ' 7 O d Z S 0 10 \ L dd \Z S 0 1 0 \ L0 0 z \ : £ 644.14 Bld Ac (3) ~ 402.02¢ > 4 SS NIZA. (2) a 40713 5 093Ac + e@ S.R054-77 4054 @ OSTA. zefo_] ra . E@ wo. 2 413 Ac. “TS 285’ @ B ven i Fah - a . | 19 2Al Ac. EY nd Fa FRONTAGE |S 565 qa) rs FS BO 2 (28 2557 (4) 2. £ La h n l h e L Lh he h e y n tt t LL be b a b a b e ! Li c k e l i ue FI P I I P I O P A I TE L S & . 83 PL Cy . BF Sar 8 SB8 328 By | 30 $505 Ka =| 45 100.09 287 29 re ENGere na HPSS £5"S. 3IST_ CT. * WAP EST 4 253 SE 4.99 AC. 2. 0 8 | 45 | ons 7 82S) 60 cy a) ie 6602 ee AZ i Te Pe se ®t He & ee; 3 . i _e es en) Sk | | On ie L _ | Cee Reo Lo oy Es 2 Yet ' Ba [isebee a | e150 15, B_beanl 25421 S ! 9c0 | Sa Al t . / Bi s SP 279037 (1) | I | 10 . 3 0 ' 71 0 . 3 0 ~ fa ia { N — 3 5 eo B uo -_ 46 , 5 3 ‘e f j Wy 2 \ on Bo) §0_j4t72 | 45 2 5 30.27 Ng | ¥ YS 3 IGBTH, “BS tPL. Pe jw : e ’ E/ ae NG 4505 | 4515 ‘ ke ; 3 ; 3 ss { SP 197-78 5 Kid N 569.18 my a N wy y , N N ‘ N XN N Ny ¥ ‘N ¥ . y N at N N y N . J a ; 3 ¢ : 2 ; . , oO : ‘ PF , “ c ‘ y | Ac... A, rhe 1.16 Ac.! 6.14 Ac. __ ef @) 2 al Se ee ee ee 23 ns SP 77127 3.91 Ac. 22 = (4) 5.64 Ac. eo SP 113-77 320 — ee TS ere ie 105 °- eee 230.82 203.13 -- — G& G ve ae d G SITE we a S AL. a or 12.45A: LIMIT a RE AS sea of 5 “ST Baal a ore dar. “ ci t i 57 is = C TON 75808095 -aa- : por.c! 32 102.38 102.36 i LO 1 iS room Waa" ! . oO i [ee ; P : 4 t { $0130 Kbowceeet, 1 60 127.51 4 {27.51 J —— < { ; Ta==3, | { ib, 2 44 I io ww! é H NS fe 10S | nfo} 10 5D) a all % arse 7 | . 1 1276| | _ 12761 q oe { ° e sarin panna ay [ro { Ss ° lo ve | VY l 170e3) 3 . _yh-—---—— iS fet ~ al Mm u _____t16 aceaen uae N -—— tit ik 4 LN ORS @ { ty 5 bre] i Ca r a S te 70 , 3 0 J nn ae 15 -——-~ 3 300 300 ual T go T 50 | O rs) (CS)! oF t A_—n8e% 300-62 00.62) a It od i ’ © SS i Hoty dk 4 a pet hak “S| yy! i Sos } x a Chi % a aH iss Lien |" 4.58 hal Tt 1 ‘ HATE CS! | HF Q 4 Decese=n ty ' tt — fest I ie” n —— S. E . (7 7 5 0 _ a arn: I72ND ——sr Seu 8/ — 3 Tt ns _|_§.22.Ac_ _ 3505¢ E ao coe ess . . # 3 '* : ee! A Be of fe fo. fe A OR ee ia d oO Ee OR C A Ce a on Ta e LE E Ee PO ad I 7 PS T ae da a a al he ee a ND oe he le ta e Oe LS T T E T SM M TT T Bo a ot s A (3) @ S.R 480086 rh S ts | “0 2 = ALLEY VIEW [Reveirs Cane, | i ——"a-COND? 41,;UNITS \ ip a ca r r i e r s | Re e s ee e er t gee Mo |... 3 Y 780! (2) TE § 1 1 “1 O 5 T H a s — = P L s | 7 t ! ~, La \ > 0 e Pa is) ky nS G 2284044 SP28 77949 - ee r A1 5 8 . 8- - a (2 8 2 . 8 Oa r . AN E . TE R £ WA : ~ 39 5 . 0 2 - 17 0 eo m r 1. ~ Kl 17 0 s NB E S LL . 10 2 . 5 (4) Pia 7 J oe 7 60__j SRP 074-85 282.73 15 A 5 ee ee He | | c H s e d e 4 | | 7 7 (494.3 4 SE. . ch y ce RY 1 Sten S | 10 4 T H pa d Sy sy State of Washington 4 9 5 Valley Villa Convalescent 631,32 P= — 150.10 Ta i t é 48] (8 1 , 1 9 1213.02 | | 7 16 6 . 2 6 ee ee oh. ig icine V3 1 6 - 7 8 ° State of Washington II F . 0 9 1268.20 279.01 27 2 . 7 8 Ce ae ee ee State of Washington ASLAC. 63616 ao e i ca c k , 13 3 2 . 2 9 32 . 2 9 20.01 Ac. ——-——--——s rs S.P 675086 “@6) 1.05 Ac. f co c c o r T 4.77 a 12 0 406,60= (4i0} @1 461 Ac, 3 fer Me 2.45 AC. State of Washington LI M I T CO R P O R A T E . . . NEIGHBORHOOD DETAIL MAP ~ CEDAR AVENUE PROPERTY RENTON, CORE DESIGN INC., ENGINEERING * PLANNING * SURVEYING CORE NO. 01052 Se By oe / ie SL s 7 oe ae ~~ TAZRD_S L- I" = 200! AB /23 were i YY, iF LN) D xy EAS iO! le a le e r ) as : “t fl 26 9 4 1 — be Re n d a ©7 S I G N z= ra g nN Y tf WASHINGTON = ST A T E 2: JULY 10, 2002 = ee e E Tr e t i a ce i et e t e n e r en e r et e Te h e r a n Te e '. le Pe n t 82 8 st o % ot e ” ot e fo oo t a® 8 et at at e “a 7 5% st al e * on " a % Me % 8” P?08-/2S— IO S TH SR RA E RO U T E = 5| 5 = ee Fo n t e BE 8) S¥ € @ 1 - € 0 9 gd SW 1/4, SW 1/4 SEC. 29, TWP. 23N., RGE. 5E., W.M. [— ¥ 0 — ¥ 0 — Z 1 sa a ON I A T A Y N S - ON I N N V I d - ON I Y F I N I O N G 95 0 8 6 NO L O N I H S Y M ‘N O L N F NA O V N W _ L O 3 P O N d t ? 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