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HomeMy WebLinkAboutLUA02-109- large format WA\RENTON\GRIMES\GRADY WAY-SR515 (RNG3)\2DRAWINGS\RNG3110CLR PS OVA See Re ae Ne Mel : N : ey RUS ORO TG YY RRREEEC SEH yy Re S Ze Y/ GZ m”» XESS YOGI LEE YR RANA NNRNANNN AN RRR NS SY Y, YL RR S IY KK SS RRR SS GU SIIINRRRRRRRR] YINNRRRRARRREI:'SS SIS, PROPERTY LINE MEANDERING SIDEWALK by GRADY WAY MEANDERING 7 RS > a yin ea S ~/ Vl - ~ : — VRIES NRA. TURE . REI, pe RO WR RI RRAISR RRR a9] Sy YR REIT RR IN PUN Z . Ih SSIES LY . iS y BONN SIRARIRIRARIR RRR pen URANUS NRRANWNRRAES SIRORAIIIG RRSNIRRRANRRANY RRA RAIA RIE ROIS IR RRR RESINS STR ’ i S = 4 8) > sme TION SWALE} 5 RARE TOT y GG, New L —_— AGH OS CA DDKRES NNR poor tee PETES RRA RNS x ROS Z YOR RESISISISSINININA RRRRREE SIINNNRRRIRRRRRESI SSISISN SSI, — ___ RETAIL PARKING LOT BUFFER PLANTINGS | © ~TSIDE a WALK SIDE WALK EXISTING SIDEWALK agm \ \ NOT A PART BIOFILTRATION SWALE een N24°46'24"E 200. 547 LE S R= ES EATING AREA OFIL ry MEANDERING SIDEWALK GRAPHIC SCALE 50 ie) 25 50 g: 1 inch = Se WZ Ag R=199 18 BENCHES / SEATING & ( IN FEET ) 50 100 200 ft. AT C PROPOSED TRAFFIC. SIGNAL Py SY es Re IOFILTRATION SWALE NOT A PART PROPOSED >< ACCESS TO =. CITY OF RENTON PROPERTY © KR DEVELOPMENT PLANNING CITY OF RENTON RECEIVED { 2 — 2 Some Oo 7) ® OQ | ea 2 2 > ® m > faa) Co) — oO Q fe) za ® (oo) oO 26s . 8 S35 x< a &o& CF S ae SS a Fay O > AA oO sz WY 2n zt is on G9 uw &© Aa @ w pa te Q Q () Sts mm 2 POs N= aS oo= a 3 “ € Fr © 97 0 9 Th i r d Av e . N . E . , Su i t e 20 3 Se a t t l e , WA 98 1 1 5 a B w PR O P O S E D RE T A I L SE C GR A D Y WA Y AN D SR 51 RE N T O N , WA S H I N G T O N CO L O R LA N D S C A P E PL A N WA\RENTON\GRIMES\GRADY WAY-SR515 (RNG3)\2DRAWINGS\RNG3110CLR LEGEND FOR PROPOSED IMPROVEMENTS PROPOSED 18° CURB AND GUTTER PROPOSED PARKING SPACES PROPOSED BUILDING NEW LANDSCAPE AREAS 64’ — 64’ 64’ 2 : 64 og TT fe re ee ae RIGHT IN/RIGHT —_|— —_— fo —|— Co ts pe Leggs a | ft a TT _ | a ES ae ete DW oS Se | —— @ | ® ®7 @@ | ® @ 7 0 &_® ¢ SF Se es SS te ‘ad EXISTING a oe = ; eNO 4 a ) < ~~ SIDEWALK st — TO SSS ENS] \ J pam Ni) Ge Q \ A A | | |g Ge om oe ACCESS DRIVEWAY i ee on OSS S jo PALL Vet ELT | an - PL LLL LL \ at TTT } = ! PLLA ba i | | 715 P 1 | y | Me A MLELLELELLEL CN | lm | NOT A PART | . {Se a BIOFILTRATION SWALE / vA a EXISTING TRAFFIC SIGNAL TO REMAIN SEATING AREA © y/ y 4 e/ . L y y S 2 fe t t a di aL MEANDERING SIDEWALK DRIVEWAY GRAPHIC SCALE 50 (e) 25 50 100 200 ps ( IN FEET ) 1 inch = 50 ft. RIGHT IN/RIGHT OUT ONLY BENCHES / SEATING @REANA | FULL ACCESS \l —S., DRIVEWAY \) SS SS SS Ss < PROPOSED Li TRAFFIC. SIGNAL 1S, Is is) A & a A STANDARD, WP. =. PROPOSED PeSAECESS TO =, CITY OF v2 YE RENTON PROPERTY , S a Oo ” @O ra | ad S ‘o > rab) oc ~ faa) eb) wo ra 6 Z o o lS o zo O w —- < ®o® S «¢ 6 9 > oO 0 o 8 S$ o Ww £ & faal > Oo -_ = g 28 8 SBRESSE ouUwe@ ae uw Go oo 6 oo a" 3 = rt 6 9 N 2 3 ul 23 ®Y © Fs fon) 5 3 2) Te) jae a? P ea? WeZz o- L A = 8 ep) OZ QA = oO = O Oc F tO it oO «x LL ~* CO L O R SI T E PL A N C-1 CLR S5A-04- [09 WANE PUIN\OREVIEOV\OINAUT WAT = OMO1D (RINGO )ZUVVUOININGS FOUU is et ar Te ge ; » 2 é 2 5 Soom S a Nn 2 ante 2 =" : : : P.S.P.8 L.CO. Chali NE 37 fe ; ; mS Ms " — ] . ae hd BIN_DONATIONs CAAIM NE S7_ a — Lente : . _ ree \ Gat _# ® ‘ ' , Td aoe ie 5 : ae ee Gov't. Lot 16 |) fag we i ; af | (2 a x 409.22 Acres =! = Cen eo mm LEN > £ o Q al ry 2 fe) 3 S x : vi | ots ier of ee: «< 3g 8 of, 4|e 8, _s| a.65 88 } Be 3 by > Be: vy) S a nm o ® asi aes BS. 1S sad | ES 2. & wn & 2 Nf gees 14 : a re 713 3 - RS . i 7 IN ¥ = ne ne A Sa > o Ad - 8 J pee oO 7 EEE [10 ” ty 2 @ 3g 700 a oer rT <x WN (1) PSs FB Hw Sia 2 Rey & ges set ae 24 WILLIAM CLTAMS 5 | = Seen 43 A COND, ; Se ecare “ SS z 1 PE a uS eRa SG se 2 wR os] RRS Ve 62! and 2 i 4 ® SS preety. Ne) oe . s ~ a XY " 4 A ee as . . ‘ah 4 > ee coe of I fim —— - — > ST: “*K ee ve | : 1 1 4 Be ; nt ee ts : at Ee 4 = ON Gl soe rLAe 3 x %, ma IBS ie se . S ¥ EES a” <i JE. SANKER 3 Ic | 18838 es5 =z we | 7g | 7s r S = = =< 2 Fe = 2S Ve) R «8 | * = RI S a poe ee rs a aa ae ae aN Oy 8 TD DD Le LY Le AY Le te a a DS La DS / (a ee oe CE be | Uden i ed re <<) | ee! Dp Se es | ee ee ie es : fh “ , 3 & : +690 5 8 2]? i 3 sf = . ° a a He = ta: z OQ -_ ee : | oz os =| —- AG . ; ru. | r-3 tt = a S) LJ = Zz : ont” \ : cit TL-€: w . - = i Pe ' \\ ls & > ~ \ TRANSAMERICA 2 ne ae s! RA D V ‘\ 5.35 Ac iS DEVEL. CO. Ni A = = jo e \ . is . oF Ue a : . { 3 co S. on ‘att \ SWITCHING STATION ay w > - i } Han m O ; WN i | eens = {3 NA ON ' 2 or * : - : Biri: Wee aage << : y sae { : os} ' p = PUGET SOUND POWER & (3) \ , aa tr O ‘om > ai a s | a 1 oy | | LIGHT Co. . we . —“_ L C. CAROW! | ir ©) Mm tee rer 2% ae WW 1CE ' ' 4) ae 4 515t o eg NY | _—_, 1.07 Ac 125 i 12. 60 : iS % i . a \ LF _ | me ite ; . — rg I~ WoT LTH ore ns 0 rc xe J L LU | . — iii aa ™ —“._ ™ a i (sp) O ‘Ne — ft on cuca (Woitiaa “c" ' ‘ AS “- : ' os . r) r eg f ii { / ; . ot] ot | Ji pe PET EH [le E | a Ey . & VS Wee: Ae sae ms TH LINE OF HHLTOBIN DONATION, SLAM NS Su a a me mm 3 ne a | nome} 3 0) ? za ileeains ir 7 sovttoti— os =——— Lag — ‘ ATED ; i —_—— % : Ps —— vaoareo ' [si 4 =r pent ——* —— mal (2) x al | | Leg ri. —- _ 38.80 Acres — a) - . ols NI . oe 4 S.P. 009-87 se ee O . S 414 Last’ ———S —_— —— "= ——+ QO. ae|shatNeiil feat GIB Ac. VV T= r a O 18} 70 15] 42; 11] 10] 91 8 oe ie = 4" ayge TE# \\ ne pins: Line R/O nie, < aimag - \ ——waa “Ss | 3 Ser sks. RENTON VILLAG \ | a Ls 27128 i] o cs « “ bad \ WN rC ; \N ww me uncon Nyseare fa | aA O a N iN \ ° aR ° \N oat Ka . eh M) <t NL ~g ¢ ar rN Hy gue 4 bt ‘@) LL \\ ww aa CQ) i 6.55 voor" i coma a TL we te" "| Zz. 1108 \\ ah peor” a . ee U OT a é \\ ee at ne en t h UMITED ACCESS -—¥ re — \\ wae — - ou Ciel ‘ ; ae ATLAS OF SEATTLE Oe i a Oo et EE” ees FRE TQ UN OL OR ee ee pi pine R-W EASEMEN y ot ge wen COPYRIGHTED & PUBLISHED BY $3 Ae De en pt Se Meee ee r . % TRANSMISSION " ; W677 _— MROL! MAP COMPANY INC, SEATTLE ee ee . | ‘7 _ = LEGEND CARA NOTE: Krol Atog Pages are revieed atleast once 0 veer with regard to pit, P Coun TatoNo @) Howerinre GM | Paetmnataestanseisaemeereme: | CMA Building C7 PrivateRugd «= == === | Ih Whole or n pert, or transterring inno cigs worm, we profess Dy ies. Approx Stories Ca Short Pia? SP 178144 Copyright 1997, Kroll Map Company, inc. - Seattle, Washington. All rights reserved. SADA 09 LEGEND FOR PROPOSED IMPROVEMENTS PROPOSED 18” CURB AND GUTTER PROPOSED PARKING SPACES PROPOSED BUILDING NEW LANDSCAPE AREAS NOT A PART \ oe Ce “WITH. SCREEN WALL— . & a Oe ee aT ew, Sail Ty? : — — 0 me N24°46'24"E EXISTING TRAFFIC SIGNAL TO REMAIN SWALE MEANDERING SIDEWALK RIGHT IN/RIGHT UT ONLY DRIVEWAY WA\RENTON\GRIMES\GRADY WAY-SR515 (RNG3)\2DRAWINGS\RNG3110CLR GRAPHIC SCALE 50 i?) 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. RIGHT IN/RIGHT OUT ONLY BENCHES / SEATING FULL ACCESS DRIVEWAY Zt ew FOP Not A LIGHT» @ | @ “LOCATE IRRIGATION CONTROLLER = Ne cee DIRECTION BETTI ¢ RL-135R-TL /DOCK SHOWN: se RE CONSTR TYPE: V-N @ | © BIOFILTRATION ‘TRUCK WelL =f) | |L-Ery SCREEN WALL FY] 1/5 |BAN @) iar tay : =e io | ELECTRICAL 3 ~ FRANSEORMER STAND 2D, TTF, PROPOSED MS i °< ACCESS TO 7 “=. CITY OF ZZ r \2RENTON & PROPERTY [L z a y Ne c a COMPACTOR aay 9 2 O n ® Q c S @ > ® ~ ~ mM fab) w QA 3 Zz ra) o (8 © zo QO «a 6 © Sq @ 8 an © o o £2 Syn @ 2 fea] > co) > seas 2 So 8 2 9: 5s 3 8 ao 4&6 AO 2 w fas fa Oo ow~r = zy 8 PP so Nos ARS a — & r 6 S 2 2 ul, 23 Y © F @ 38 S83 w) LO) Jaz a 2 wWweZz Oo LT A= ® Ll = = ep) oe O a Zz Oo —{ O Ocs im om 9 6) oa LU ep) a _| oO LL] = ep) O © DEVELOPMENT PLANNING OCT ¢ ¢ #209 REveiy =: : C-1 CLR SA-pa- 104 WA\RENTON\GRIMES\GRADY WAY-SR515 (RNG3)\2DRAWINGS\RNG3110CLR YONG SSN VRRQRRAREG y ORD SESS SH HYWWNNREERIRL RAIN OO GINS ye S SSA MOY YY DYNNRRRRRRRRREEISIS RETAIL PARKIN 7> ee Lf S SIONIROR CII ANIA RRAS NARA NNN LER SSD CRRA RR RRR BUFFER PLANTINGS y > YR We PROPERTY TLINE /--MEANDERING SIDEWALK ey yoy GRADY WAY 1 y WS Y DS yy ROR SOLIS SIRIUS UK SGML LEE EE URES SORT? VRRRI RAR RRA RRR RRR RRR, VRIRARIINRRAN RRR RE RR RRARA se RRS RISNIRRAAOISIIRARISIIRIR RIERA RRS RR EESIIR ,_RETAIL PARKING BIOFILTRATION SWALE 5’ Be ROX SENG) Ry Ye Ware Crete Te TTR RRRRRRRAISSSRRRRRARE Are We SR ROR REET IIRRG INIRIRRES PIRUR RRR: TURIN SINTRUR RNA NIRA RRR | SIDE WALK EXISTING SIDEWALK—— gg BIOFILTRATION SWALE N24°46'2.4E “eaters 250.54? a3) Tipe MOUNTING é _ AREA 2 LO C 3] —) ie SWALE MEANDERING SIDEWALK ‘\ | bs . Da | eee | FO 50 GRAPHIC SCALE i?) 25 50 100 200 ( IN FEET ) 1 inch = 5O ft. PROPOSED {Ss r2 ES LOCATE IRRIGATION CONTROLLER “IN UTILITY CLOSET AT DIRECTION OF OWNER oe RR : GROSS S.F. W/DOCK SHOWN: 135,373 S-F. Se REA - CONSTRUCTION TYPE: V-N COMPRESSOR TRUCK WELL % SCREEN WALL — 5 BAY \ PART fh oe TRUCK WELL eS a COMPACTOR WITH SCREEN WALL—~ $21°36 23° W avi ae, a TRAFFIC SIGNAL kee = BIOFILTRATION SWALE NOT A PROPOSED > 2 ACCESS T0 fp ) =. CITY OF » \2 RENTON PROPERTY Re v i s i o n De s c r i p t i o n > a ® at o Q fo) z oe - © 2 Oo. Oo Oo = &e QO «a os o Fete 2. So o 8 Bo. 2S WH Os: = ao ray O > ft a8 Mm Cc x Yn PN Ss S WB. gv) 8 wu s&s ae w peat <— Q Q © ore Inga 8 POs N BSg oe QB £ roo 97 0 9 Th i r d Av e . N . E . , Su i t e 20 3 Se a t t l e , WA 98 1 1 5 Al L ET PR O P O S E D R SE C GR A D Y WA Y AN D SR 51 6 RE N T O N , WA S H I N G T O N CO L O R LA N D S C A P E PL A N 5 ore coe WA\RENTON\GRADY WAY AND SR 515\2DWGS\RNG3110S "EXISTING TRAFFIC SIGNAL p Ke r o r o ) EXISTING FIRE ff ~ -BENCHES /.._ NEW MEANDERING SIDEWALK ALONG > SEATING AREA he GRADY WAY Re v i s i o n De s c r i p t i o n LEGEND By 10’ MIN. LANDSCAPE BUFFER | : STD. DUTY PAVEMENT GRAPHIC SCALE 50 (*) 25 50 100 200 oe ee HEAVY DUTY PAVEMENT Da t e RIGHT IN/RIGHT OUT ENTRY CONCRETE PAVEMENT ( IN FEET ) TRANSMISSION POWER - No . CONCRETE SIDEWALK PYLON SIGN PAVEMENT —_ 1 inch = 50 ft. LEGS (PRIMARY POWER LINE) Sen PAVEMENT PER sae. ARCH. PLANS SN 44° : PAVEMENT — CONCRETE CURB & GUTTER RIGHT IN/RIGHT OUT EXISTING FIRE ONLY HYDRANT \ EXISTING x SIDEWALK Is s u e Da t e : | | / 10 - 8 - 0 2 SE P A i P E T ) g a T R | i eed PIPE BOLLARD SEATING AREA NUMBER OF PARKING STALLS PER ROW. Be e || | De s i g n e d By : oO : EASEMENT ME L E E Pr o j e c t No . 19 9 9 0 1 0 . 0 0 8 ES S RECORDING FULL ACCESS DRIVEWAY GU N a H E R H OC H HE E bs PO T AT T H O V W H H N H N U O V E N T R E E R E D V T E © iM i AT T T| : 4 TP © © “a TT LL L P LL L PROPOSED™ ae CHAIN LINK FENCE ise le ~ Se MASONRY SCREEN WALL SIGNAL <= an =<] CART CORRAL = AISLE MARKER SIGN 97 0 9 Th i r d Av e . N . E . , Su i t e 20 3 Se a t t l e , WA 98 1 1 5 v 9 + 8 o f y o ere v p ART i LIGHT POLE AND FIXTURE (TYPE BV) F (2 0 6 ) - 8 3 4 4 | Ch e c k e d By : T (2 0 6 ) 52 2 - 9 5 1 0 e- m a i l Pa c L a n p . c o m LW PP een ee a| ISLAND, TYP, Peet cero PROPOSED LIGHT POLE AND FIXTURE (TYPE KV “ACCESS TO u ( eae WAS: CITY OF por eR! Awe (RENTON LIGHT POLE AND FIXTURE (TYPE GV) Js Byes ot AA PROPERTY — \ STORM WATER MANAGEMENT AREA . a4 LIGHT POLE AND FIXTURE (TYPE JVMOD) 15 9 . 6 7 ’ PROPOSED RETAIL TIRE RL-135R—-TL MOUNTING GROSS S.F. W/DOCK SHOWN: 135,373 S.F. 4 =AREA USE: RETAIL CONSTRUCTION TYPE: V-N 25 0 , 3 5 : EXISTING ~ WETLANDS TRUCK, WELL SITE DATA SCREEN WALL — PR O P O S E D RE T A I L SE C GR A D Y WY AN D SR 51 5 ~~. ACQUISITION RE N T O N , WA S H I N G T O N PARCEL A PARCEL B 3.0 AC 13.0 AC TOTAL ACQUISITION » USE 16.0 AC 1] COMPACTOR X< WITH SCREEN WALL PROPOSED RETAIL = 153 AC NS Lo \ GAS LOT = O7AC sialic Re — $21°36'23"W TOTAL = 16.0 AC : ' BUILDING DATA ay — ! APPROXIMATE BUILDING AREA = 135,373 SF a RETAINING WALL a 25" MAX! HEIGHT <7 — | tia. ae PR E L I M I N A R Y SI T E PL A N _ PARKING DATA PARKING PROVIDED STANDARD STALLS = 635 STALLS i COMPACT STALLS (16° X 9.5’) 33 STALLS ACCESSIBLE STALLS 15 STALLS TOTAL STALLS 653 STALLS PARKING RATIO = 4.8 / 1000 SF C-1.0 : . VVA\INCINIUIN \ORAY TWAT ANU ONO kel | NINGSO pe A> ‘AS 1ZU0 SEE SHEET C-2.1 FOR GRADING : / LEGEND A} g / a AND DRAINAGE NOTES AND EX. CONTOUR Bb 5 STRUCTURE SCHEDULES PROPOSED CONTOUR an 3 8 SPOT ELEVATION set § TYPE | CATCH BASIN 7 me TYPE Il CATCH BASIN ® CLEANOUT TO GRADE ° a (C.0.1.6.) 2 STORM DRAIN PIPE 6 iS ra __>S FINISHED FLOOR ELEVATION FFE TOP OF WALL ELEVATION W . BOTTOM OF WALL S ELEVATION AT GRADE BW ¢ $8 o 3° 8< Be B8Su €— 8 4 a pen Bo) Za GRAPHIC SCALB,<a Boer dg % i \ ii oe Gus $2 w a a 6 6’ WIDE X 1457 ~~ BIOSWALE @ 0.5% \\ i n h e e n e c a e a n n a n a n s 97 0 9 Th i r d Av e . N . E . , Su i t e 20 3 Se a t t l e , WA 98 1 1 5 i * PROPOSED RETAIL = ue / cee RLABBR=TL =” j -~ GROSS S.F. W/DOCK SHOWN: 135,373 SLF. : USE: RETAIL . CONSTRUCTION TYPE: V-N “e PR O P O S E D RE T A I L SE C GR A D Y WY AN D SR 51 5 RE N T O N , WA S H I N G T O N 1 oe \ AN ee ee ae Ne $6. ocerman heweemacrmathiog, N ROA see TWe56:0—~ san — <= a iy Non >" PR E L I M I N A R Y GR A D I N G AN D DR A I N A G E PL A N Sa armen —— sa —~ tae enh gy VV FAMNEAIN ED QZENAQJINALY FONE PINES GING PULININUO LUI HINOONMNINGY 1LUU0 : Cc GRADING NOTES 4 & NN ; STRUCTURE SCHEDULE PIPE SCHEDULE a). = 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD TENGTH COPE al. & SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, CBF TYPE RIM IE (OUT) PIPE #) DIAMETER | (er) (FT. /FT.) e| INC., DATED 95-01. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. ; = saa = - ae fe IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD @ 15 00 3 BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL @ | 33.4 30.10 12” 30 0.005 eB HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3) ) a4 09 1 5 n008 2. CAUTION — NOTICE TO CONTRACTOR 4) | 33.4 30.55 12” 17 0.005 > THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON 6) | 33.9 30.91 12” 71 0.005 , RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS GS : aa vr > 1 ; = BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO : (6 2 005 a REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH oO | 34.2 31.29 12” 75 0.005 Q CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. , 349 3.35 1 - 500s 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. ©) : | ne. 5 a = a 3 . ‘ . =z 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. | 54.4 51.70 12° Dil. 32 0.005 UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. aD ] 33.5 32.13 [1] | 12” Du 85 0.005 ) Sg @ | 32.8 31.32 12” DL | 275 0.005 éy 58 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO © ; 33.4 31.49 12” DI 39 0.005 2 8 a o 8 ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A - ; 5 ORE ‘of Sw g¢ 2 HEALTHY STAND OF GRASS IS OBTAINED. O/W SEP. | 54.8 31.56 6 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 a5 | ll - Fes 33.5 31.66 6 10 0.005 OR FLATTER UNLESS OTHERWISE NOTED. | 55.5 32.02 12” 35 0.005 & SS 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO : ee OB PRECLUDE PONDING OF WATER, M | 33.5 32.48 12” Dl. 72 0.005 Bi@ 3 ] 35.0 26.87 12° Dl. 97 0.005 PRSES & ” : © 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT I 35.8 27.40 18 15 0.005 BA a 6 CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL 60) j 55 a9 18" 105 0.005 — N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. a : = = = - a ee aS 8 ; . F Nos 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE a | 8" co 36.7 33,40 1.” 507 0.007 282 VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. CL a 7 a O08 gu 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. & | EN PPE ae = = — - § 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. : = = 5 — — — 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. ve = 24 : 3 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN. . | 54.0 29.47 19 43 0.005 g I 35.2 30.03 15” 35 0.005 | 32.5 30.47 12" 113 0.005 $3 29) | 34.6 30.80 12” D.. | 88 0.005 BS 60) | 34.6 30.93 12” Dil. 65 0.005 2% Gj) | 35.0 30.17 12” 27 0.005 _ SIOrM DA AAG = IE =m REPAIRED AS NEEDED, AND 2 = = us = 0.000 7 EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 63 ! 36.0 30.66 12 38 uate Ie 5 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL 64) ] 36.1 30.91 12 a 0.005 qToaope BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING 65) | 35.9 31.41 12" 50 0.005 — OO STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. , 359 sa 1” 100 0.005 us =F 3. STORM DRAINAGE PIPE WITH LESS THAN 2’-0” COVER SHALL BE CLASS IV REINFORCED SD ; 36.2 30.41 1." 100 0.005 a ew CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING, - 100 008 a rep 4. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER’S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT | 39.9 52.06 1 S <— N=0.012 OR LESS. | 35.8 32.55 12" 130 0.005 ap) = 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. END PIPE - 27.21 12” 100 0.005 O ra > 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF END PIPE Z 78.31 15° 68 0.005 ato GUTTER (WHERE APPLICABLE). O | 305 7841 __ = __ O (oa on 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. - = im Oz | 32.0 28.49 15 0.005 ni LL 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. ) ae er 15° 5 0.005 Ox g, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES ; 59 0.005 aa IN UNPAVED AREAS SHALL BE 6” ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER”. | 31.7 28.82 12 10. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOWN IN | 31.7 29.07 12 15 0.005 THE CATCH BASIN DETAIL. | 33.0 29.62 12” Dil. 50 0.005 cy W* 11. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. 3 oT eas 9° Di. 0 0.005 Zz WH | 32.7 29.32 12” 60 0.005 Q) O 60) | 33.6 29.79 12" 167 0.005 PS z 6D | 34.3 30.00 60) 12” 93 0.005 gy wi 6 | END PPE | - 34.70 12" 42 0.005 9 63 | (96) | 391 35.10 = -- -- am s 6H | 1 (96") 39.3 35.30 48” 78 0.005 < =; 65) | Wt (96") 39.8 35.80 48” 56 0.005 = xc N(96") | 43.3 39.30 48” 95 wave =Q 6D | i (96”) 45.0 39.40 48” 28 0.140 ~_] a END PIPE - 28.80 48” 13 0.010 a > 69) | END PIPE ~ 29.80 15° 118 0.005 oa <_< ™” ai tt aa 4 h- bd - [ b 4 WA\RENTON\GRIMES\GRADY WAY - SR515 (RNG3)\2DWGS\RNG3130U GRAPHIC SCALE 50 0 2 50 100 ee a ( IN FEET ) 1 inch = 50 ft. CONNECT TO EX. GAS LINE IN SR-515. COORDINATE WITH GAS COMPANY CONNECT TO EX. TELEPHONE AND ELECTRICAL IN SR-515, NC COORDINATE. WITH. POWER AND TELEPHONE COMPANY - “CONNECT TOEX. 24° WATER MAIN IN — SR—515. COORDINATE ‘0TH CITY OF RENTON ~ "4 EX. 12" SS TO REMAIN INSTALL NEW SSMH™* \_ TRANSMISSION TOWER LEGS OVER EX. °12” LINE te = 26. 0 "SANITARY SEWER MAIN LEGEND WATERMAIN 8" W SS MANHOLE FIRE HYDRANT vw SS CLEANOUT TO GRADE FDC ~ GAS LINE THRUST BLOCK DOUBLE CHECK = eas! METER BACKFLOW PREVENTOR TELEPHONE WATER METER = UTILITIES TO BE Q5LF SS DEMOLISHED 1 - STD FIRE HYD. ASSY. 7~ CONNECT TO EX>.18" “WATER MAIN IN GRADY... “f. —- WAY. COORDINATE WITH i all OF RENTON % “ae FIBER OPTIC YS PULL BOX , > REMOVE EX. 12” | C x ~~ CONC. SS PIPE | : Mee a — 294 LF 12” SS @ 0.22% (1 — STD FIRE HYD. ASSY. Va OlL WATER SEPARATOR | T= Sto FIRE >}. ASS. © PROPOSED RETAIL ‘ fy WATER ENTRY _ SSMH . _ \ IE (IN) = 27.39 ME (OUT) = 27.29 IE (out) - 28 04 | ——=——=4 34 10. (8 Fine _ LINE ENTRY 38°10’ l Ld ae SANITARY SEWER ENTRY RL-135R—TL USE: RETAIL CONSTRUCTION TYPE: V—N GROSS S.F. W/DOCK SHOWN: 135,373 S.F. TO 1 — STD-FIRE HYD. ASSY, an ~~ WA DDCVA INSIDE BLDG. “| owe PIV & FDC ON BLDG. ret ete cael aN ; AND PROTECTIVE GREASE REMOVE EX. 12" 0 =a =e 2° DOM. WATER METER BOLLARDS INTERCEPTOR CONC. SS PIPE | res rm m \\ “WS erm 1 ee ae Tid SSMH 7 x — e co: Miia | pW, IE\(IN) = 28.55) 300-LF-72"-SS-@-.0022: 4 — ~~ IE. (QUT) = B. 45 = —— = @ I) = a : 2-WAY SS XY 2 0.22% — P HYD, ASSY. IE = 29.81 HYD. ASSY. CAP EX. 8° onmey 12" 85 54 LF @0.112% at 0% _ REPLACE EX. SSMH / . =" ass ine IE(IN) = 29.61 / | - \IE (OUT) = 28.75 US a BN TE SS n AS Tr I Re v i s i o n De s c r i p t i o n > faa) 2 © Q io ee £ g 8 3 N 5s 2 gs Sex 8 Basu fF 8 & y Oo. Bb 4 3, : Qoe rs Beg SB So : aati A cai 2» Q (®) QTE RB g NOS DRE A + § 5 2 F ui 4, =o Y o , Boale= aa) SS <2 Ve) Ine zo? — O C5 we Zz oO ss A = 2 UulsSs Os " OA Z Oo =O Ocsg Co fT LL (ep) PR E L I M I N A R Y UT I L I T Y PL A N C-3.0 BA-02-(09 WA\RENTON\GRIMES\GRADY WY AND SR 515(RNG3)\\2DRAWINGS\RNG3310L } 8 j O | . 0 PLANT SCHEDULE - (PRELIMINARY) CROUNDEOVER/SURUB VEGETATION __ | 2 SYMBOL | DESCRIPTION /COMMON NAME SIZE / SPACING | ---- BIOSWALE/WETPOND AREAS: 7 : a SPECIAL BIOSWALE SEED MIXES ~ 8 Ww. TREES _ —= BENCHES / SEATING. AREA : ES CONIFER(SMALL ACCENT) 5 ae GENERAL PURPOSE AREAS: oe D G “ PINES, INCENSE OR HOGAN CEDAR, WEEPING CYPRESS _ one , 4 _ : ZA ’ ’ Pea? ea f é fi, — Sf | CONIFER(LARGE SCREENIG) 5) - 6 pe RIGHT OF WAY/BACKLOT AREAS: ~ Jae het __veANDERING SDEWALK : AUSTRIAN PINE, DOUGLAS FIR, WESTERN RED CEDAR i ssi—(i‘iséSCS*‘C — HYDROSEEDED GRASSES & WILDFLOWERS, ° JSE CEPR; the = , EROSION CONTOL SEED MIXES © 0) J igri jac tama . DECIDUOUS TREE(PARKING LOT SHADE) 1-3/4” CAL aes aE, ne : FLOWERING CHERRY OR PEAR, SWEETGUM, ASH Ae ——— , DECIDUOUS TREE(STREET/PERIMETER) 1-1/2" - 2” CAL. — = og NORWAY OR RED MAPLE, LINDEN, OAKS, FLOWERING ASH & PEAR po rN a DECIDUOUS TREE 1-1/2” CAL. ee ood iy 2 JACQUIMONTE BIRCH, KATSURA TREE —— ae 5: _28 3 |DECIDUOUS TREE (SMALL, ACCENT) 15 GAL. Se las @s SUMAC, SOURWOOD, VINE MAPLE OR AMUR MAPLE — on er —r— incall Se 2 S a = & © — {DECIDUOUS SHRUB 2 CAL @ 3’ OC. — => SE — oN BARBERRY, WINGED EUONYMUS, FORSYTHIA, SPIRAEA ; _ i = _ > pne - @ [EVERGREEN SHRUB 2GAL@30C\ oe = eee — 0 cae eo MUGO PINE, BARBERRY, BOXWOOD, HEAVENLY BAMBOO, PHOTINIA <' —_ a —}— a a %, ~O 8 @ ig a i oe Pe a BEESSE w ee es ae a an gop 48 f =; Pe |} ET _ “\—proposen — 7a = = FNS +—- =f SS TRAFFIC SIGNAL a3: —_ N2 ON? —_ A ) oe Bg EXISTING OE. Fs | LENS —_ __ | TS Su SIDEWALK vn Z an N31 ft Ka ® ; Geog Boy S : a ee __| _ MAY (Ca = pb ES Say a ie) us, goo. . £ ees ir [EPA'S BIOFILTRATION SWAL a =) | LL hh ake ! 2 2 311, ee . = == ~~ fale mal Aa ie an | RAS ~2) LOCATE IRRIGATION CONTROLLER | I ee LO _> IN UTILITY CLOSET AT DIRECTION “3 \— _j cz OF OWNER EN = 90 Le — FO ; cls PROPOSED RETAIL aL O < 2 RL-135R-TL | “B | a == GROSS S.F. W/DOCK SHOWN: 135,373 S.F. = - > USE: RETAIL ODO Z CONSTRUCTION TYPE: V-N oO << O OGe 5 BAY rO FF 0 TRUCK 1 o SRR ERIE EEE - See £4 UELL - w~ ~CITITITItt 2 70.00 2 rd ? 3 za ee 444 39’ es nea ner = TT TT ‘ \ 0. NY | ; vi V i J VV NY C D) LLJ | Y iy sip hey Vv \ Vv Vv Vv Oo 3 ON ROAD SOUTH _. A GRAPHIC SCALE. arr a ~2 ( IN FEET ) L-1.0 1 inch = 60 ft. OA «09-109 Oc t 2 4 , 2 0 0 2 — 9 : 5 4 a m — Us e r ro n n i e F: \w f — f u e l i n g \ S M — F u e l i n g — S t a t i o n s \ W F 20 0 0 \ W F 2 0 6 7 _ R e n t o n , W A \ wf 2 0 6 7 a 1 s r . d w g 12”X24” OPERATIONAL SIGNAGE 36”X80” HOLLOW METAL DOOR/FRAME WITH TEMPERED WIRE GLASS COLOR TO MATCH W/ WHITE LETTERS ON RED KIOSK (SHERWIN WILLIAMS #2060 DEVELOPMENT PON NS BACKGROUND REQUIRED BY "CASABLANCA”) NFPA—30A OCT 27 2002 18"X21" SAFETY /OPERATIONAL CARDINAL ACCENT STRIPE ae VED SIGNAGE W/ WHITE LETTERS ON 12 RECEI RED BACKGROUND REQUIRED BY ee ae COMPOSITE FIBERGLASS HVAC UNIT COLOR TO MATCH REINFORCED STRUCTURE WITH KIOSK COLOR TO MATCH SHERWIN — i WILLIAMS #2060 "CASABLANCA” _ NO B EMERGENCY TELEPHONE ————__ P SS si MAIL SLOT «ie LA amt |_ —_—————. 4"X42” STANDARD PIPE BOLLARD ELECTRICAL METER AND a 4”X42” STANDARD PIPE BOLLARD TRAFFIC YELLOW DISCONNECT BOX i TRAFFIC YELLOW J calle « Maas - I a f I ee SS — 10"X10” EMERGENCY SHUT—OFF SWITCH AND OPERATIONAL SIGNAGE W/ WHITE LETTERS ON RED BACKGROUND REQUIRED BY NFPA—30A Q WEST ELEVATION fa" = 10" 5 NORTH ELEVATION {fat = 10° (6 AS! ELEVATION 1/4" = 1'-0" 5 SOUTH ELEVATION 1/4" = 1'-0" 44” HIGH PREFINISHED METAL PAN FORMED SMOOTH FASICA WITH COLOR TO MATCH SHERWIN WILLIAMS SW 2039 (ESTATE TAN) 12” RED ACCENT STRIPE WITH 53'-9" J COLOR TO MATCH SHERMAN anihone L WILLIAMS #SW2908 “CARDINAL” | WA a ae THe Or Regeis 6 - FIRE EXTINGUISHER MOUNTED TO EACH —=— <= 118-8” AF.F. Fa COLUMN. | ee | = I pom -. > = BOTTOM, OF FASCIA Mae INTERNALLY TRASH RECEMUECE \_ INTERNALLY . | ILLUMINATED 27.5 HOURS OF OPERATION SIGNAGE ILLUMINATED 27.5 SQ. FT. SIGN WITH WITH BLACK LETTERS ON WHITE SQ. FT. SIGN WITH NAME AND LOGO a BACKGROUND = NAME. AND LOGO = = EAST AND WEST OPERATIONAL/DIRECTIONAL SIGNAGE = EAST AND WEST =e WITH WHITE BACKGROUND MOUNTED [ TO BOLLARD MULTI-PRODUCT DISPENSER WHITE PANEL WITH DECAL sie) GubOR 4 = 10"X10” CANOPY COLUMN @ 100-0" WITH COLOR TO MATCH SHERWIN WILLIAMS #SW2024 "GOB! BEIGE” METAL ISLAND FORM. PAINT TO MATCH SHERWIN WILLIAMS #SW1236 "DARK GREY” 4 EAST AND WEST ELEVATIONS 1/8” = 1°-0" z NORTH AND SOUTH ELEVATIONS 1/8” = 1’-0" $8038A1.DWG $8038A1.DWG 101’—0” 10'—6" 40’—0”" 40’—0” 10°—6” v5) t l a fy i PIPE GUARD WITH SIGNAGE — / TYPICAL OF (3) =| Oj O O O ELECTRICAL METER —— LIGHT FIXTURE— TYPICAL =— a AND DISCONNECT BOX ‘o ful .! = [ ii t0 HVAC UNIT oii _ 1 A 1 n » MULTI-PRODUCT DISPENSER ——————— 4” DIA. STEEL BOLLARD 0 + » = 3'-0” X 11’—4” ISLAND FORMS Li ICK CONCR a TT iDEA aia _ fas) Fy | LJ oO Cte) oO 6” HIGH CONCRETE CURB AND one O CO 4 GUTTER 10” X 10” CANOPY COLUMNS ‘0 : ; 3 i o er TRAFFIC 6) 4 FLOW FLOW z B® oO oO I oO O 7 hal : LINE OF SPANDREL a to ABOVE = X EMERGENCY TELEPHONE we = = PIPE GUARD WITH SIGNAGE — sili . .! |_| | TYPICAL OF (3) | n DASHED LINE INDICATE CLEAR AREAS 1 * Sane J — ~ USED FOR ACCESSIBILITY — as — = TYPICAL LENGTH AS REQUIRED TO MAINTAIN 1:12 SLOPE am O oO o o oO 7 r | 4” DIA. STEEL BOLLARD ms a ay L ] 5’-2” 16’-0” 17°—4" 24'—0” {7'~4" 1¢°—0" Co | EMERGENCY SHUT-OFF PLAN PLAN : a NORTH NORTH , SERVICE BUILDING PLAN 1/4” = 1°-0" CANOPY PLAN 1/8” = 1'-0" m(olEz § O|a|/2i | & VAP aie |E (Ly) 9 E inal a Z bE Y) | 18 03 OE SCAN anPaty O > o< Se> ld jo oS 8 Eg 82549 ge & BES Ssos4ngysns Hebe cee & o-5%3 az a> n © Cia aerag e2e> a H<o « =,< oH BRE Se. a {= 3 Zag sagyoe gbe9 e loeoasn ee, 2a2<, 3S [ereoedeenbese: & ac segebereaetes OM ESS Ez< SP sH eww 2e RE N T O N , WA S H I N G T O N 48 3 0 DO C . DA T E : 10 - 2 4 - 0 2 WF 2 0 6 7 es) = ISSUE BLOCK CHECKED BY: TWP DRAWN BY: RLG DOCUMENT DATE: 10—24—02 SITE REVIEW “SR—-Al bR~ 02-1 09 WA- 03-104, RENTON WASHINGTON October 23, 2002 ee ¥ ae ee cresene a ree = 083101 SHEET NOTES 1. MAINTAIN A MINIMUM OF 3’-0” AISLE WIDTH ON THE SALES FLOOR WHERE MERCHANDISE OR OTHER OBSTRUCTIONS ARE PLACED ON ONE SIDE OF THE AISLE, AND 3-6” AISLE WIDTH WHEN SUCH OBSTRUCTIONS ARE PLACED ON BOTH SIDES OF THE AISLE. Da l l a s , Te x a s 75 2 0 2 Te l e p h o n e 21 4 / 7 4 9 - 0 6 2 6 —a d (i) CH) 12.5 12 11 10.5 (10) @.5) (2) @5) (s) ¢.4) 7 6.9 6 iad s 4.5 4 2.5 5 Zz 10 Ra y m o n d H. Ha r r i s AI A Ar c h i t e c t 21 1 N. Re c o r d St r e e t , Su i t e 22 2 US E ON A SP E C I F I C SI T E AT RE N T O N , IS S U E DA T E ON MM / D D / Y R , AN D IT IS NO T SU I T A B L E FO R US E ON A WA . CO N T E M P O R A N E O U S L Y WI T H IT S AU T H O R I Z E D AN D MA Y BE CO N T R A R Y LA T E R TI M E . US E OF TH I S DR A W I N G RE P R O D U C T I O N OF TH I S DR A W I N G FO R RE U S E ON AN O T H E R PR O J E C T IS NO T TO TH E LA W . FO R RE F E R E N C E OR EX A M P L E ON SE R V I C E S OF PR O P E R L Y LI C E N S E D AN O T H E R PR O J E C T RE Q U I R E S TH E AR C H I T E C T S AN D EN G I N E E R S . ST I P U L A T I O N FO R RE U S E TH I S DR A W I N G WA S PR E P A R E D FO R DI F F E R E N T PR O V J E C T SI T E OR AT A | | | 5 | | mn as es a _ —_ _ ————oe =. = = ——— —— = SS = = — -—_———— — = — _ 1 _ 1 _ _ _ _ im Z} a a EMPLOYEE : ee eae | ! S _ | Eq BREAKROOM BJ, PHARMACY _ —— . , © © CTI Ck) 1 S, OO © ? ©) ©) © a [300] ey Se oe ~ ~ ~ ~ ~ ~ ~ —— rr rs | 0202. <A || Recerca ‘aa ey BAKERY, N . ‘ ‘ | 5 = = eee Sd oe Eo a we = = vi WU - - - - - - - - - G.6 2 ; | | Q oO oo, Cee —— ‘ ‘ x \ , n f . Zz Za []900 ~ : 5 é 2 PEKEE KAO AOEKRE KS | — 5 4 F 5 , RECEIVING , 1» LAG Sh Sh VA of ff eee | _ . _ 4 _ _ - _ G.5 eS D O CG K . x ¥ : x NVBY WA Secs : << : Oo 7 7 7 7 7 7 7 is | s 8 s s Tl fp y ns O ! i ! 1 a pe a Fs OT L sp ith ! — ob | ssuriSLIe RE Sa } ‘eo <> WS | Vas ae \ oho . aR | = = = = = = _ - _ _! = = Lo = = 4 i L : se _ io al _ = i _ = - - = _ 1 _ _ _ _ _ _ e 7 7 TTL 7 - TTT 7 ai — jo 4 _ _ - _ _ _ ~ ~ ~ ~ ~ ~ ~ a ; —= = = TA — | } | a ee eens eee Ltd OAR : | . eee z ia i SALES | | ro EE ee RE kbs A ARE RH UCU OG, CORES EN Be la i ee | LL | | ry : ; ry ] i | | ] O =< | ” Z _ _ _ _ _ = _ | _ _ _ - = = = sss _ q _ _ _ = _ _ _ _ _ _ |_ _ _ _ _ F ! | | EZ = | | | | C—O -—{E.7 WW in = vonmnees jam) ‘ . . oo “ Ss CISc=5 | | | s | s ‘ aa | | | Ss | a a ( ISSUE BLOCK | SNA | 7 7 7 E . 4 4 BSSESESSSrH @ | — i ) ae _ ® GF=E=Ty : ‘ : tioma J | - N y S Ny RN Ry N Sony \ LL H — . ‘ ‘ane - ‘ 4 > +t} - _ _ - _ _ _ Z _ _ - _ Th Qreor: — | | WJ OPTICAL CHECKED BY: RH ae ‘ vl ‘ Le a ‘ DRAWN BY: | | | | | | | | | | | | | | T | | J l | i J } Li | | | | | | | | | \ | | | if l F ! ©) © FILE NAME: Ai—1 SON sonnet hones Sag sosssong Sessa | SOM SSSanSnss | Son SSHNINN Senses | soonten SoM sneng | | PROTO CYCLE: 072602 SONI Rrwmaned | Rosecened sag Sanne seasenead | Samece! feomaneeny — Rasnecess jeonaaaael | Soaaseoe samt rane mammant | Soma SS RSS earoannt | Seases Sarna — Sagan DOCUMENT DATE: MM—DD-YR Se sued | heossee! Samad fesse amaasnad | Shsnases exmaeg Ssoscas ssamamang | Socesses SS amasnng | Sosaees samen Sasasces aasneag | Sram eeasnaag — hncsarey = | | . ] ] east: =pa} oososs84 csoasnag) | Hasmenss Goma aseos boomed | Essssses fesasaad oes a LJ passant | Ssossoss Sogononagt Rossnens gosnend | Ssossos Sc seaneany | Hoosen (8 ) C.5 © sone Sema Sans senso | Sosssnng sansa hossneng sssoeng | Sooessss gsmng kom ssanseany | Esonoong ssn faosond Serre feeccces SNES al es De e s | ee e ! ee e | ©) sosssnnsg | Soosssoed ssssssng Hososs0s sssssng | Sooososs ssseenng Spoesnees sssnnnng | Loses sessing esses sssssseg | Besos Rosssnnng fssssess essanaany | Kososoneg ssssssng fosoosss SSS SANS SSS SATAN SANANANN SANNA SNANANANS SS SANNNNN SS SANNN NNN SANNA SS ANNAN NINA NANATNN SS NENANAN SANNA C = 2 SN d = - - _- = = = - = = = = - = = — Serf ie eat Zs = oat ee = = Sa Ee cx — Son ec i 3 5 = Ta HAIN = & — Sextet — eed ai _ - - - Seanad hess SS sad Hoosen SaMENg heoees sean hoses SMM deo ssansong Beascaes ssmiwend heacensd neammaa) Soeeens ssn Soon pe r e r e t t e we e r e r t t s © | | | \ | | | | | | | | | | [ pe be s s _ IT T F I —_ ea I | } _ al _— ti a ! j [ = j j | 12 ia } er [ 1 j | | | | | | | | I | FIXTURE | | ] ] ] ] ] | ] ] | | | ] | ] ( : C =| f ‘od PLAN 12 11 10.5 10 2.5 9 6.5 8 (5) C) 6.5 6 6.5) G) 4.5 4 (3.8) 3.4 (3 2.6) 2 )\1.7 1.4 1 FIXTURE PLAN GF A I 3 9 3 4 Se p 19 , 20 0 2 — 10 : 5 7 a m — US E R hl i u C: \ V I C \ O 0 6 A1 — 1 FI X T U R E PL A N - — X X X X . d w g SHEET: Al.1 NV i d LN I W d O T a j a q ” » ” | 1° = 20-0 072602 A11—01 NORTH ON I N N C L N A Y 40 AL I Sh-02- 109 PERSPECTIVE E.I.F.S. PAINT TO MATCH SW “ESTATE TAN" 32'-9.5" Entrance Shae A OR A A A WEN AT CREP Ae seers Sa Sorter tae rete +e i pater eet atc Reap meee es : ey ae ‘aes ey ‘ ; sk ht ss ane ; ay ° Rose: pair RE ss i ce oe rat a ebeh ee n ? e Ci oe Seats Gh vs a ed Lm SRS IN 9 HOME SH TEN a ae sim tah 3B ian os eee Dacha nec ie ety wes pledge = eh ' “J i s mci ings wage vin are Fat Abs nae: oe ei Dashed a okt t rei may * Sia iad Moke han a ‘ Pe ~ Re chee Sucks ew eke a4 os partes ye J dts hy ‘ Sete rom ct oes ep dre be ek i . n yal OAC b 3 Yea . #28 ‘ a 3 rhe “tines? E i “ hy ll 8 LE Avaydil ert ak Wr bee Oe 4 { Nees 3 f : eae owe & F 5 es a a Pa te I oo 3s ae snyeart So es na gs BEN, dah Ru BFC be A Yene = yell Lata Pen ee ouabain hid awh ae Ie aa ae ca patrt Bet Ki e f i et shied ec oes nas veut a Me a ‘ ob 15) MSR 7K YOR AE AS a rit i gh SAE HSE ra a get mg AR ita pt * FRONT ELEVATION (Grady Way South) SPLIT-FACE C.M.U. SMOOTH-FACE C.M.U. E.|.F.S. PAINT TO MATCH PAINT - SW "GOBI BEIGE" PAINT - SW "SAFETY RED" SW "SAFETY RED" 22'-0" PR AN St Preset Hk all OS SE aS | = REAR ELEVATION (Benson Road South) OO eee GIN. LEFT SIDE ELEVATION SMOOTH-FACE C.M.U. SCREEN WALL PAINT - SW “ESTATE TAN" BE Tey i RENTON, WA — : 18 September 2002 Raymond H. . Hanis Entrance rps ati yea Wy pla naa Berge reed Aad seapeaba Se W oth: Pelt Tre Graphic Scale Architect Co z Fis EAP > Ray P 8 BB TESS TS al 211 N. Record Street, Suite 222 Dallas, Texas, 75202 05 20 50 100 Telephone 214/749-0626 Fax 214/748-0656 Sp. 0-109 BS R aI a S ao w n y fs nigh cotecephogs Sharpe locaton Ba Ba sare or 2 inttts RIGHT SIDE ELEVATION (Talbot Road South) t e 40 St e p h e n . xr e f s : 1 14 : 1 8 S c o l e : ~ SURVEYOR’ s NOTES. Lote ; . sg EO SURVEYOR’ S NOTES (cont.) . oe a a Ss re 2 UTILITY PURVEYORS | Sil 1. A FIELD TRAVERSE USING A SOKKIA S SECOND. TOTAL ‘STATION WAS USED TO ESTABLISH THE RELATIONSHIP 15. THE PROPERTY HEREIN. SURVEYED IS SUBJECT TO MATTERS DISCLOSED IN KING COUNTY SUPERIOR COURT CAUSE.” . . : RS ; ‘SEWER /WATER: CIY OF RENTON is BETWEEN THE CONTROLLING MONUMENTATION’ AS SHOWN.” CLOSURES OF THE TRAVERSE EXCEEDED THOSE. NO. 761065.. THE CAUSE WAS BROUGHT BY THE STATE OF WASHINGTON FOR.ACQUISITION OF PROPERTY .. ~ i, es re. ae “s, PUBLIC WORKS DEPT. § IN WAC 332-130-090. THE-DATES OF THE FIELD WORK WERE FROM SEPTEMBER 15, 1997 TO OCTOBER | a a -GHTS IN CONJUNCTION WITH THE DEVELOPMENT OF SR-515 AS IT NOW EXISTS. “AMONG OTHER THINGS, 7 gs wo} “tt . Le is _. 1055 SOUTH GRADY WAY, =| 15, 1997... SUPPLEMENTAL FIELD WORK WAS PERFORMED IN APRIL THROUGH JULY OF 1998, SEPTEMBER . | ENTIONED: 7 . a te Be, oo Sag - 9 RENTON, WA 98055 a _— = 1999 AND IN AUGUST 2000. THIS SURVEY REFLECTS CONDITIONS FOUND*DURING THOSE TIME PERIODS. ee, a a a x no . de ‘ (425) 430-7369 . eo . x ‘ im § "AL THE ACQUISITION OF PROPERTY RIGHTS FOR THE HIGHWAY SHALL “NOT AFFECT THE OWNERSHIP RIGHTS TO. POWER POLE He aa SO so 213 2. LEGAL DESCRIPTIONS, EASEMENTS, RESERVATIONS, RESTRICTIONS, AND OTHER MATTERS OF RECORD WERE . - ELECTRICAL FACILITIES WITHIN THE: SR-515 RIGHT-OF-WAY. oe -— W/LUMINAIRE + POWER: PUGET SOUND ENERGY als DERIVED FROM A COMMITMENT FOR TITLE INSURANCE PREPARED BY FIRST AMERICAN TITLE INSURANCE . . W/TRANSFORMER POWER POLE 105 156TH AVE.NE . nee oO |e COMPANY, THEIR ORDER NO. 810306-C3 DATED MAY 22, 2000. NO OTHER RESEARCH INTO B. PUGET SHALL HAVE ALL REASONABLE RIGHTS OF ACCESS TO AND FROM SR-515 AND THAT THE STATE W/UG DROP W/UG DROP BELLEVUE, WA 98005 ¢ ss = MATTERS OF RECORD WAS REQUESTED NOR PERFORMED. . WOULD PROVIDE CURB CUTS AT STATIONS 428+90 AND 430+20. 1 (800) 321-4321. 2 SIN — ASPHALT = ; : be : wv Ss 3. NOT USED. C. THE SLOPE EASEMENT AREA (WHICH WAS NOT INCLUDED IN THE RECORDED INSTRUMENT PROVIDED TO AGS ee a le = BARGHAUSEN CONSULTING ENGINEERS, INC.) WAS FOR SLOPE PURPOSES ONLY AND WOULD REVERT BACK og . nan aeCe AE AE . oY — 2 4. THIS PROPERTY IS SUBJECT TO A SERIES OF EASEMENTS TO PUGET SOUND ENERGY AS RECORDED UNDER TO PUGET WHEN THE NECESSITY FOR SLOPES CEASES TO EXIST. (THE LOCATION OF A 10-FOOT SLOPE _ BELLEVUE, WA 98005 : ~~ o RECORDING NO. 9812171951. . - "EASEMENT ALONG SR~515 GRAPHICALLY DEPICTED UPON THE SURVEY MAP WAS FOUND ON THE SR- . a 1 (600) 321-4321 , . Gi = 515 RIGHT-OF-WAY PLANS AND IS PRESUMABLY THE SLOPE EASEMENT MENTIONED IN THE CAUSE.) . Ae - : iy rent . oe as A, TRANSMISSION LINE EASEMENT AREA (STEEL TOWER LINE): AN EASEMENT AREA ONE . . Pose WiERAIE HS WEST CRM: , i zs HUNDRED (100) FEET IN WIDTH HAVING FIFTY (60) FEET OF SUCH WIDTH ON EACH SIDE OF D. A SETTLEMENT AGREEMENT REGARDING TAX LIENS. ee As Rage ev, - _: GS A CENTERLINE DESCRIBED. AS FOLLOWS: - . : . aS | eee r Qo. WETLAND ; , OO So | - THIS CORRESPONDS TO EXCEPTION. NO. 11 ON TITLE COMMITMENT ~s = . | a? . RETLEVUE, WA 98003 _ Se oO | - | ao THE CENTERLINE IS AN EXISTING ELECTRIC TRANSMISSION LINE AS PRESENTLY : 16. NOT USED . | ° WATER VALVES : 1 (B00) 4221234 BASIN 2 WATER LINE | o 40 “80 —— CONSTRUCTED WITHIN THE ABOVE DESCRIBED PROPERTY. . . NO : . | . . . : : - SANITARY SEWER. LINE . | G a STORM DRAINAGE LINE B. TRANSMISSION LINE EASEMENT AREA (THREE (3) SEPARATE SINGLE WOOD POLE LINES), 1 ART Usep . - zy P po : vee LOEUEH WIN. NORTH © SANITARY et eine —c————¢6-— GASUNE SCALE 1° = 40’ Soak o EACH SUCH EASEMENT AREA FIFTY (Go) Feet TIN WIDTH. HAVING TWENTY FIVE (25) FEET OF . ERE IS A CONCRETE RETAINING WALL APPARENTLY CONSTRUCTED FOR THE: SENEFIT OF MAIN AVENUE. . FIRE HYDRANT Gi a PO BOX 1048 is) GASN TUG) TELEPHONE. UNDERGROUND . =8ia : . “ SQUTH/BENSON ROAD. NEAR ae ‘NORTH END OF THE PROPERTY HEREIN SURVEYED THAT IS-NOT CONTAINED IN : . f HSE WA, 98002 co OS Wire oe ;| eve) POWER UNDERGROUND “als ANY EASEMENT OF RECORD (UNLESS IT IS CONSIDERED PART OF THE RIGHTS FOR SLOPES FOR CUTS AND FILLS AS - P(OH)— POWER OVERHEAD THE CENTERLINES ARE THE EXISTING SINGLE WOOD POLE ELECTRIC TRANSMISSION LINES . =|. AS PRESENTLY CONSTRUCTED WITHIN THE ABOVE DESCRIBED PROPERTY. , _ NOTED IN NOTE.NO. 8 ABOVE). (DOES NOT AFFECT SUBJECT PROPERTY.) | — Sen ; in | we x x —————x CHAIN LINK FENCE i S 8 19. THERE IS A CONCRETE CHANNEL CARRYING (APPARENTLY STORM) WATER FROM TWO CONCRETE PIPES CROSSING WATER ® WATER MANHOLE. scl tte ee en ee ae “ "UNDER BENSON ROAD SOUTHWESTERLY THROUGH THE PROPERTY HEREIN SURVEYED AND EMPTYING INTO A : VALVES if i u = WOOD POLE LINES SOUTH OF FENCED AREA AND CROSSING WETLAND, EACH SUCH Ne oe ee aiaer BOLD Tair fe HOT COMUURCE Wt oigr GSRIENT GF ROCKERY WATER METER: ola EASEMENT AREA BEING SIXTY (60) FEET IN WIDTH HAVING THIRTY (30) FEET OF SUCH Sana 7515/ 1 SIGN : ja |® WIDTH ON EACH SIDE. OF THREE SEPARATE CENTERLINES DESCRIBED AS FOLLOWS: . : aexreR WELL. : 3 ; : ‘i 2 oOo oO ov THE CENTERUINES ARE THE EXISTING "H-FRAME” WOOD POLE ELECTRIC TRANSMISSION ah NOT Ne ; es TO1s LINES AS PRESENTLY CONSTRUCTED WITHIN THE ABOVE DESCRIBED PROPERTY. ‘ von . ee uc gja 21. NOT USED. af : So D. A DISTRIBUTION LINE EASEMENT AREA FOR FOUR (4) SEPARATE SINGLE WOOD POLE LINES, 2, NOT USED. — TWO-(2) ALONG TALBOT Ou, 7 (2) RUNNING EAST AND MEST, EACH SUCH 7 : . naumae xn~-|3s EASEMENT AREA BEING TEN (10) FEET IN WIDTH HAVING FIVE (5) FEET OF SUCH WIDTH ON . 23..° NO INVESTIGATION HAS BEEN PERFORMED BY BARGHAUSEN CONSULTING ENGINEERS, INC., AS TO THE EACH SIDE OF FOUR (4) SEPARATE CENTERUINES DESCRIBED. AS FOLLOWS: | PRESENCE OF ANY SOIL CONTAMINANTS OR HAZARDOUS WASTES UPON THE PROPERTY HEREIN SURVEYED. POWER VAULT 3 Z. THE CENTERLINES ARE THE EXISTING SINGLE WOOD POLE ELECTRIC DISTRIBUTION LINES AS , , ‘N# : 24. A WETLANDS DELINEATION WAS CONDUCTED BY PENTEC ENVIRONMENTAL, INC. ON JULY 2, .1998. THE LIMITS OF THIS PRESENTLY CONSTRUCTED. WITHIN THE ABOVE DESCRIBED PROPERTY. ~. DELINEATIGN ARE DEPICTED ON THE DRAWING. AREA = 36,630: SQUARE FEET. (DOES NOT AFFECT SUBJECT PROPERTY.) ebavine Rs eee E. FIBER. OPTIC LINE EASEMENT AREA: AN EASEMENT AREA TEN (10) FEET IN WIDTH HAVING W/UUMI CONCRETE PARKING Tr FIVE (5) FEET OF SUCH WIDTH ON EACH SIDE OF A CENTERLINE DESCRIBED AS FOLLOWS: a 2S: TRANG? TE, PROPERTY HEREIN ‘SURVEYED 18 (G9G;400%2 BOQARE FEET Q1S000% ACRES). ~ ©: 78 DROF GARAGE > THE BASIS OF BEARINGS AND COORDINATE POSITION FOR THIS SURVEY IS THE WASHINGTON STATE PLANE -- pee cee ee ee rege be Sete EP Ae PRES EEY Gene Ue : COORDINATE SYSTEM OF 1983/1991, NORTH ZONE, LAMBERT CONFORMAL CONIC PROJECTION, AS PUBLISHED : WATER METER i oc BY THE CI'Y OF RENTON ON JANUARY 16, 1997. i slog > t Fs nce ts ea die Gee Ce We ee 27. THE BASIS OF VERTICAL DATUM FOR THIS SURVEY IS NAVD 1988, AS PUBLISHED BY THE CITY OF RENTON ON 4 5 GF za Dee oe ae eee es fee a ee ee JANUARY 18, 1997, THE BENCH MARK USED IS CITY BENCH MARK NUMBER 2123, WHICH IS A STANDARD | ras O Cie ee (15) NATIONAL GEODETIC SURVEY (NGS) BENCH MARK BRASS DISK, NGS ARCHIVE NO. SY0624, STAMPED "Q 1 Ss GIN OF TALBOT ROAD; A STRIP OF LAND FIFTEEN (15) FEET IN 462 1973,” SET VERTICALLY IN THE SOUTHERLY FACE OF THE BRICK WALL OF THE U.S. POST OFFICE MAIL : ! Li WIDTH, THE WESTERLY BOUNDARY OF WHICH ADJOINS THE EASTERLY MARGIN OF BENSON . _] ROAD AND A STR OF LAND CIFTEEN C15) FEET IN WIOTH, THE EASTERLY BOUNDARY. OF |HANDLING “BUILDING, APPROXIMATELY 1.5 FEET EASTERLY OF THE SOUTHWEST CORNER OF THE BUILDING, LOCATED siciead ; WHICH ADICHES THE. WESTERLY MARGIN OP BEMBON: ROAD? THE EXTERIOR, BOUNDARICS . _ AT THE NORTHEASTERLY CORNER OF HOUSER WAY AND WILLIAMS AVENUE SOUTH, APPROXIMATELY 4.0 FEET . = }2 ioe’ - OF SAID STRIPS BEING EITHER LENGTHENED OR SHORTENED ACCORDINGLY TO INTERSECT ABOVE. THE GROUND, - THE ERENANON' 35 15.7580 MEIERS {48.01 FEET). a — a WITH THE BOUNDARIES OF THE GRANTOR'S PROPERTY. . SITE SENCHMARK IS TOP NW BOLT ON LIGHT POLE BASE ON SOUTHERLY SIDE OF GRADY WAY AT INTERSECTION WITH 2 2 THIS CORRESPONDS TO EXCEPTION NO. 16 ON TITLE COMMITMENT PILI ERE SOR HG, ELEMATON sc Boy FEES i aD 28. THIS PROPERTY HAS LEGAL ACCESS TO GRADY WAY, TALBOT ROAD AND BENSON ROAD, SHOWN HEREON AS PUBLIC | P = 3 FE ee eee ee Oe ean ie’ Hive Geek RIGHTS OF WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS OR LACK THEREOF AS SHOWN ON THE SURVEY. | ° = = < Sn ke cee ne ee TS Ee 29. NO BUILDINGS OR PORTIONS THEREOF ENCROACH OVER PROPERTY LINES, EASEMENTS, OR BUILDING SETBACK LINES 3 | _ = iat . UNLESS. SPECIFICALLY SHOWN ON THE SURVEY DRAWING. . 6. THIS SURVEY 1S FOR THE EXCLUSIVE USE OF OPUS NORTHWEST, LLC, PUGET WESTERN INC. AND FIRST. AMERICAN nor ee : ay TITLE INSURANCE COMPANY AND DOES NOT EXTEND TO ANY OTHER UNNAMED PARTY WITHOUT RECERTIFICATION . . WH =z=eaz BY BARGHAUSEN CONSULTING ENGINEERS, INC., OR THE LAND SURVEYOR WHOSE SEAL APPEARS HEREON. st. ek tle TELEPHONE nm oO 7. THE PROPERTY: HEREIN SURVEYED IS SUBJECT TO REAL ESTATE EXCISE TAXES, GENERAL TAXES, CONSERVATION > wore OO - SERVICE CHARGES, LIABILITY FOR SURFACE WATER MANAGEMENT SERVICE CHARGES AND OTHER MATTERS, AS z <z DISCLOSED IN THE ABOVE-REFERENCED COMMITMENT FOR TITLE INSURANCE, NONE OF WHICH CAN BE PL wa ae : 33. THE SUBJECT PROPERTY IS LOCATED IN ZONE CA (ARTERIAL COMMERCIAL), RENTON, WA. PLEASE REFER TO THE CITY I. UPON AN ALTA/ACSM LAND TITLE SURVEY. REFER TO THAT COMMITMENT FOR THEIR FULL PARTICULARS. De RE CONE Gone Gee Ee ear tunnels POWER _ HH THIS CORRESPONDS TO EXCEPTION NOS. 1, 5, 4 AND 7 ON TITLE COMMITMENT _ FLOOD ZONE DESIGNATION = X, AREA, DETERMINED, TO BE OUTSIDE OF 500-YEAR FLOOD PLAIN, ACCORDING TO | <x 8. THE PROPERTY HEREIN SURVEYED ABUTTING J. F. BENSON ROAD IS SUBJECT TO THE RIGHT TO MAKE : a te eC ee ee te 1h THES, INS: GRIMY, BASCINGTON, } NECESSARY SLOPES FOR CUTS AND FILLS AS GRANTED TO KING COUNTY BY DEED RECORDED UNDER RECORDING AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ("FEMA’). sn eneNeL oS 7 NO. 2827715. THERE WAS NO SPECIFIC ROUTE OR LOCATION WHERE THESE SLOPE RIGHTS WERE TO AFFECT : @ THE PROPERTY WITHIN THE RECORDED INSTRUMENT AND THEREFORE CONSTITUTES AN UNPLOTTABLE BLANKET = PROPERTY kee poe oe. RENTON LOT LINE ADJUSTMENT NO. nas = << EASEMENT. THE ONLY EVIDENCE FOUND FOR THE LOCATION OF J. F. BENSON ROAD WAS THE KING COUNTY Ul lA _ . SURVEYOR’S FIELD NOTES FROM 1924 WHEN THE ROAD WAS LAID OUT FOR SURVEY NO. 1009-D. THOSE NOTES STATED THAT BRASS PLUGS WERE SET IN THE CONCRETE ROAD SURFACE (PRESUMABLY AFTER THE ROAD THIS CORRESPONDS TO EXCEPTION NO. 15 ON TITLE COMMITMENT ' +42.12 PORE HNUn Soden cae nino Coors ee aN ee SAE AL SIAN gree 36. THIS PROPERTY IS SUBJECT TO A PACIFIC NORTHWEST BELL EASEMENT AS RECORDED UNDER REC. NO. 7205170497, COMPUTED POSITIONS FROM THE 1924 FIELO NOTES. THESE MONUMENTS WERE USED TO ESTABLISH THE RECORDS OF KING COUNTY, WASHINGTON. ROAD RIGHT-OF-WAY OF 30 FEET ON EACH SIDE OF THE CENTERLINE. IN SEPTEMBER 1957, THE RIGHT-OF-WAY mis PLANS FOR SR-405 WERE APPROVED. IN THE VICINITY OF WHERE THE EXISTING PAVING FOR BENSON ROAD THiS CORRESPONDS TO EXCEPTION NO. 13 ON TITLE COMMITMENT ENCROACHES THE MOST ONTO THE PROPERTY HEREIN SURVEYED, THE RIGHT-OF-WAY FOR THE NEW INTERSTATE WAS TO MATCH THE EASTERLY RIGHT-OF-WAY OF THE BENSON ROAD. FIELD INSPECTION SHOWS THAT THE TOE 37. THIS PROPERTY IS SUBJECT TO A WATERLINE EASEMENT TO THE CITY OF RENTON AS RECORDED UNDER REC. [ OF THE SLOPE FOR THE FILL FOR SR-405 iS WITHIN 2 FEET OF THE WESTERLY EDGE OF THE OLD CONCRETE NO. 7405290484, RECORDS OF KING COUNTY, WASHINGTON. ERY SURFACE OF THE BENSON ROAD. IT MAY BE THAT DURING THE CONSTRUCTION OF SR-405, IT WAS Bee. © DETERMINED THAT THE TOE OF THE FILL WAS TOO CLOSE TO THE TRAVELED WAY OF BENSON ROAD AND THAT THE THIS CORFESPONDS TO EXCEPTION NO. 14 ON TITLE COMMITMENT rs ROAD WAS REALIGNED TO ITS PRESENT POSITION FOR THAT SAFETY CONCERN.. APPARENTLY, NO ADDITIONAL RIGHTS. WERE ACQUIRED FROM PUGET SOUND POWER é& LIGHT COMPANY FOR THE CONSTRUCTED ROAD 38. THIS PROP:RTY IS SUBJECT TO RESTRICTIVE COVENANTS AS RECORDED UNDER REC. NOS. ig . @ REALIGNMENT. AREA = 5656 + SQUARE FEET. 20000125901 281-1283, RECORDS OF KING COUNTY, WASHINGTON. e seins pare ses THIS’ CORRESPONDS TO EXCEPTION NO. 8 ON TITLE COMMMMENT , THIS CORPESPONDS TO EXCEPTION NOS. 17, “RETAINING WALL —. @ eg 4 ; (SEE NOTE 18) Ooo 40 — ‘song ° 9 ; é a meee 9. NOT USED. | <a ve. ~ 30 10. NOT USED. WIRE iad ene: 3 Kus) = ‘ —| 7) © 3 A |g - - 3 ~ i : 11. THE PROPERTY HEREIN SURVEYED IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF TELEPHONE u) Chew Khas — i J .@® GRANTED TO THE CITY OF RENTON FOR A SANITARY SEWER TRUNK LINE NOT EXCEEDING 5 FEET IN WIDTH ON VAULT = POSTS ui @ EACH SIDE OF A DESCRIBED ROUTE CENTERLINE RECORDED UNDER RECORDING NO. 5937434. THE PORTION - a . u OF THE EASEMENT AFFECTING THE PROPERTY HEREIN SURVEYED HAS BEEN GRAPHICALLY DEPICTED AS 10 FEET i / — Uf) WIDE, 5 FEET ON EACH SIDE OF THE CENTERLINE. NOTE THAT THE ACTUAL FACILITIES IN THE GROUND ARE NOT. ! 1 EASEMENT 1p? o CENTERED IN THE RECORD ALIGNMENT. i} REC. NO. Pd dal 13 @ o THIS CORRESPONDS TO EXCEPTION NO. 12 ON TITLE COMMITMENT | = cs 9812177961. eee 2s3c< : : WATER Z ae bo ® : 12. THE PROPERTY HEREIN SURVEYED ABUTTING INTERSTATE 405 IS SUBJECT TO RELINQUISHMENT OF. ALL EASEMENTS 2 VALVE j j \4 | ie er Whil. xo CS = EXISTING, FUTURE, OR POTENTIAL FOR ACCESS, LIGHT, VIEW, AND AIR AND ALL RIGHTS OF INGRESS, EGRESS, AND ; yl / “Pee mae |" (SEE NOTE. 18) = @® REGRESS TO, FROM AND BETWEEN THE PROPERTY HEREIN SURVEYED AND INTERSTATE 405 RECORDED UNDER _ ; we HYDRANT LIGHT / Thaq | 2 Soll qt * —_ > RECORDING NOS. 4924770 AND 5732439. REFER TO THOSE INSTRUMENTS FOR THEIR FULL PARTICULARS. ae . ye j ae il Oo <z a Z BAI : THIS CORRESPONDS TO EXCEPTION NOS. 9 AND 10 ON TITLE COMMITMENT = | 13. NOT USED. / | i is i ap | i ne / ” = ® bi dig — 14. NOT USED. Sdopronpiart le | L4 li 3 0 = é ‘ \ \ Ga N aes ji ppt ; Q. = © . NOT FOUND Prey dd yy | ca MPAA O =z. ' fA « 1 -: | MONITORING Te) | WELL (Mw20) - = = a ro} fo») Li. APPROXIMATE 2 LOCATION MW8 : (NO ACCESS) : i wo y ‘ POWER POLE Fe \ bewer FE 2-3 3 a . W/LUMINAIRE Bo 9 e ° 79.9" 2 so ° POLE B st E 1 x. P CB~TT TELEPHONE oH ¥ < MANHOLES Be te g g t Ss a Le t gia DEC) boot Ay, Bs Bo iS R P sk f GS F GF 2 g 8 8 8 oO Aa o « ee EXISTING ” 2 BUILDING & 17,070 SF. TRAFFIC : SIGNAL o Be POLE W/ 2: = oi LIGHT a Ze ZO 53 Aa > Sk ae os Wi S 2 i rn ae EXISTING rd big => is = J <a e WC BUILDING 4 ~ VAUL fi © UW ud = ° % ee ee 4 1 sO < ho are 49,070 S.F. ; * ABANDON i | as a © =. =< a Z ; ' ; je} Lu Lie = 42” ae OF qa ©C§ ge tL As - TING ASPHALT e <i29 &. of ING (SEE NOTE 8) a SAR ZE 2885 #2 ’ Nail # “Ss no og NZ2ZAQ 22 “ OO. tidy 25 — Maw On a ‘ ‘ EXISTING. ear ~ Be = 48°46'00" B lef s oxen A ene ak Poe poe “he ag APES TR 190.18. HYDRANT vee POWER Ed POLE TR ii ONITORING™. a. : ELL Ge 12, / . . 1 P § oO N emia ny sma cn seen et; mre srvervr eserves een es ease ti i <a a ani i wi a a i i ai i is i i sem = — a= c : heck . . ee - seni : — = . - Ser Ba ew a = : . — : aril we a ah : 6 ae - fe me f on ol vin Leumi isan nts emt a elec ieee guido 3 NI 8 % 7 oe: Apr? : ? MATCHLINE . .. VIE IV OCB: HLINE 2 = | ceed Fi l e : P: \ S D S K P R O J \ 7 7 2 5 \ S U R V E Y \ , 7 7 2 5 T A 0 1 . D W G Da t e / T i m e : 10 / 1 7 / 2 0 0 0 MATCH LINE . ceri : ey POY YY XY > Sf, Wiha a ty 1h i nn nnn rr rr rer ee eee ree em aed rj Ws Lhe ani Y : ae wy 3 r es =¢ Vj Mi 2 oa a 7 ? Kf <a 2 79 —— Pa) —— ———— rim) prow — —— - Por - 7h "\ Apr AE Ms? Ss : : . : ee d | wit AREY AR a . ; 4 Qo. ; ~ . ne a, | § ‘ = 13 om PLOW) PLO) POH) P(ont) PLM) AS pap LINK om & Va fp Zz Poort / J 2 é | S we AN = O415'19" | N e ee R= 1759.86 f z L = 130.70’ = ee 5 Oo. : -LJ bil in AD e = a0 ere) om: PEs Oo Oo ee, 2 / es a <¢ oy M ) “ff j . za\aq ‘ta , ° RA af . | : Loly “tigyat MAPLE / ALXslS PACIFIC NW BELL Bia A SU , TELEPHONE PE’ fy } S w El. EASEMENT REC. i ss ZxO1s NO. 7205170497 TOWER LEGS 9 40 80 2° | a S§ Ig ‘ ; e ’ — Aja ae ee SCALE 1° = 40 o3 \ roof d = i Ps NN $ ND = 08749740" / a SA R = (809.86 POWER L = 120.90 CINE i se) WoTER | MONITORING ® Pie ml le > VANE ie aaiiialla 10’ SANITARY SEWER) | FS See x / Lu a, ; i EASEMENT PER REC. — ca-o-/ . ho , > , a? R=750.00' — i NO. 5937434 ° = Fouj>-——-— oe Oe : a o = 29/.29' “ . \ (SEE NOTE 11) MONITORING “ AB ae jam ; L = 29 ) WELL (BMW3. 3A) ML > A= 22°1 5 7 oO” : i ALIAIAt Wwe ocrtiar wo Cd Sof — =p / 3 URAgs LINK FENCE # Ly af : Ya) = ‘' >. Sy’ - y ~ ae / ep E ” | A ; © yh _ a ; E ; oe * i vA / —_—— MOMTORING \ venue POWER POLE — = is (en E 19), W/ GUY WIRES § enor WELL (BMWS) \ pA i T oN ; Q w a 5 \ ; / = < é MONTORING . ‘ <x = . WELL (BMW10) J 2 a | SEMENT ’F? \. . -_ , =" REC. NO. \2 | RS =z sy Fl] |e 7 COMER EASEMENT ’D3' ~ OF ae ¥ VAULT’ NO i] ? ‘ | of PM SBYor i051 Slee I cu & —_ ASPHALT <2 en BLED acount ms 3 mo Niee WIRE \ POWER VAULT — wW | ame + 3 i: ~~ a aaa . if SNES : re ee: : oe 4 See ee qe Gon ee RY Q—{__SIREET/LOT ucHT oo fe 8) CONCRETE, oO | A acne fe y SORE POLE Tk - as! —— Oil/ WATER / ~O- POWER POLE eye = Fh — “8-9 YT ¢ ARATOR ag : _— 2 | mw 3) 7 7 © ae | aes ° JUNCTION BOX (AS NOTED) __ = cad Sie t CHAIN LINK FENCE-L, 77, @® ——_ TELEPHONE MANHOLE bros le + +) WETLAND = < GUY 4 ALONG TOP: OF WAU O CATCH BASIN asW-oeans a «fle! WIR 4 _ 4 6 Ww --W WATER LINE od APPROXIMATE a. STORM WANHOLE SANITARY SEWER LINE ~ S14 V LOCATION GMW6 ge HF O SANITARY SEWER MANHOLE ======= STORM DRAINAGE LINE i | LOT (NOT FOUND) goa ° SANITARY SEWER CLEANOUT —-G————-G——__ GAS_ LINE FOUND o> ‘of Wee oe Zoos etson a GAS METER T(Us) TELEPHONE. UNDERGROUND NONITORING BT hoe f° 3277 — p(s) te S 4 , ha Gy, GAS VALVE ¢ POWER UNDERGROUND “ELL (GMW7) = ue oo 1.86 ie P(OH)— POWER OVERHEAD SEPARATOR, 7 0.88 yal — x x ————x CHAIN LINK FENCE : ® WATER MANHOLE . ie) i sy WATER METER © 7 cam SIGN . rs) MONITOR WELL _ J ; . , er, ae - CATCH . = 1 a iA Te) BASIN © 5 0 _ / —! © - 2 & : ne amt a re) \ . Wi STORM DRAIN — Uf) ‘\ MANHOLE oO \ ®o @o \ 7 | i \ : 4 a < | \ - \ So \ —- > | \ POF PEL NLS Lf LS LLL af Poy x y 9a o& \ ~— J 3 1 (@) SLOPE EASEM T .PBR -_ f 2 i i F a j y ff Y j Ai ff 7 f fy Sy : ‘ . ~ 5°58 20" z @® \ [| 4 | SUPERIOR COURK CAUSE iy YE GY SSS SLATS LO fe : . A = 05583 3 ofa | HNO. 761065 (4 = 1759.8 ) \ Shy l on L/ . * Lo = 130.70 QO = ra “ ey } ¥ a | CO — | _ f a : - 7 aro . t RO tO ; 2 0 co ; : 2 . ; nv % = , INVERT TABLES | LEGAL DESCRIPTIONS Oo Pa CATCH BASINS CATCH BASINS (CONT. ) . STORM DRAIN MANHOLES SANITARY SEWER MANHOLES : PARCEL A . J = Ray = 2864 ce reves RIM = 99.88 "e CONG Eades OS SEM RD 93 69 CONC W310 —e_ 1” GONG We3h73 , : THOSE PORTIONS OF BLOCKS 1 AND 2, INCLUDING THE UNNUMBERED TRACTS ADJOINING THE LOTS IN , ml CB-B RIM = 34. 09 8” Pvc E = 31.14 14282 ) , BLOCK 1, WALSWORTH’S FIRST ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN : 8” PVC ON = 31.14 CB-DD RIM = 31.23 12” CONC W = 28. 38 14801 SDMH-B RIM = 32. 84 18” CMP N = 30.09 15039 SSMH-B RIM = 33.01 12” CONC NE = 28. 81 14641 eae dae Bee a La WASHINGTON, LYING SOUTHERLY OF SOUTH 2 Oo "6" CMP E = 28,83 12” CONC SW = 28.31 — | ‘ cB-C RIM = 34. 40 8” CONC NW = 29. 85 14290 ; : SDMH-C RIM = 32. 28 18” CONC N = 28.63 15018 ; 8” PVC S = 30.07 CB-EE RIM = 31.56 6” CMP N = 29.51 14798 18” CONC W = 28.63 SSMH-C RIM = 33. 38 8” CONC NW = 26.16 — 14200 TOGETHER WITH THOSE PORTIONS OF BURNETT AVENUE SOUTH AND SOUTH 8TH AVENUE VACATED BY. 8” CONC E = 30.07 —_ oe =: GE mace bates | 8” CONC SE = 28.83 8” CONC SE = 26.28 CITY OF RENTON ORDINANCE NO. 2850, WHICH ATTACHED THERETO BY OPERATION OF LAW. CB-D RIM = 31. 86 6” CONC NW = 31.01 14139 * , 8” CONC S = 28.51 SDMH—-D RIM = 31. 86 24” NE = 27. 26 14109 SSMH-D RIM = 32, 33 12” CONC N = 25.18 3 - 14933 , PARCEL BR. 3 g iS) Fe 24” N = 26.56 12” CONC S$ = 25.08 } { 3 o © = ” = - ss ” - " = ; N £ CB-E RIM = 32.74 18” CMP S = 29. 99 15048 CB-GG RIM = 30,75 8” CONC S = 28.95 14075 12” S = 30. 36 ; . oo born" OF RY OF RENTON LOT HE ADJUSTHENT NO. LUA-98-164-ULA..AS RECORDED. UNDER 3 fa § 18” CMP E = 29.99 4} 8” CONC NE = 28. 86 SSMH-E RIM = 34.59 12” CONC N= 25.49 , 14932 OF ICITY OF a om. & , CB-HH RIM = 31.03 8” CONC N = 23,03 14076 12” CONC S$ = 25.39 ; | RECORDIN 0. 98: 9014, RECORDS OF KING COUNTY, WA . a cB-F RIM = 31.83 18” CONC S = 29.03 15049 8” CONC S= 29.03 - SDMH-E RIM = 31.63 24” CONC SE = 27.53 14108 8” CONC NE = 29.53 ; 24” CONC W = 27.43 SSMH-F RIM = 33.10 12” CONC N= 22.69 | 15377 a CB-II RIM = 32.05 12” CMP S = 28.65 15431 12” CONC N = 30.13 12” CONC W= 23.74 | | : gs cB-6 RIM = 32.51 12” CMP oN = 29. 46 14135 8” CMP E = 28. 80 a x © 12” CMP S$ = 29. 46 12” CMP N= 2a 40 SDMH-F RIM = 31. 43 12” CONC W = 26.33 14790 SSMH-G RIM = 35. 40 10” SW = 14197 ae Oo ~ 12” CMP SW = 28 65 18” CONC E = 25.73 6” CONC E = 28.30 | 3 3 ee @ CB-H RIM = 31.45 12” CONC NW = 29. 20 14130 . 18” CONC § = 25.73 6” CONC S = 28.20 | S&S §€ 6 & 4 CB-JJ RIM = 33.13 8” CONC W= 3038 15441 8” CONC W= 28.10 )° 8 2& 2£ 8 8 CB-1 RIM = 31.81 FULL OF MUD 15016 6” ADS E— = 30,93) | SDMH-G RIM = 32. 98 15” D1. S = 24,58 14903 . a 6 & # 4 6” ADS E = 30,93 15” 0.1. N= 24.78 SSMH-H RIM = 33. 89 8” CONC E = 27.14 | 14921 CB-J RIM = 33.17 6” PVCS = 31.57 14258 ! 6” CONC W = 27.40 | . CB-KK RIM = 32.29 12” CMP NE = 29.19, 15325 SDMH-H RIM = 34.17 60” PIPE E = 21. 85 15440 8” CONC S = 27.09 : CB-K RIM = 31.61 8” CONC SW = 29.51 14110 , VAULT FLOOR = 24. iv i . CB-LL RIM = 31.34 12” CMP W=2709' 15370 SSMH~I RIM = 35. 50 8” CONC NW = 27.05 | 14199 & CB-L RIM = 35. 00 6” CONC N = 33.35 14326 SDMH-I RIM = 32, 62 18” CONC E = 26,32 15083 8" CONC E = 27.15 A 4” ADS S = 33.35 CB-MM RIM = 31.42 8” CONC W= 2862 14043 18” CONC W = 26. 32 ; CB-M RIM = 33. 44 4” CONC S = 32.34 14417 CB-NN RIM = 35.05 12” CONC E = 31.45 15090 SDMH-J RIM = 32.77 18” CONC W = 26.77 14103 } . Me . 12” PVC N= 31.45 18” CONC E = 26.77 x ois CB-N RIM = 32.94 . 6" DI. S = 31.79 14418 8” CONC N = 28.37 — z= 4” CONC N = 31.79 CB-00 RIM = 34.91 12” PVC NW = 31.26 15089 12” CONC S$ = 27.47 - a 2% 12” PVC S$ = 31.26; oO cB-0 RIM = 31.92 8” PVC E = 29.92 14579 OY] SDMH-K RIM = 34.51 24” CONC E = 29.81 15084 ” = - 8” PVC W = 29.92 CB-PP RIM = 34.09 12” CONC NW = 31.69 = 15118 24” CONC W = 29.71 i Lu = 12” CONC SE = 30.71 > 2 92 CB-P RIM = 31.97 B” PVC =S = 29.57 14580 CB-aa RIM = 33.16 12” CONC NE = 28.36 16275 : S ce Zu 8" PVC E = 29,57 . SDMH-L RIM = 32. 95 12” CONC NW = 27.70 | 14877 LNA = . CB-RR RIM = 62. 14 12” CONC NE = 60.24 16276 . =—_coee ek cB-Q RIM = 31. 16 10” PVC S$ = 29.01 14585 SDMH-M RIM = 35.93 24” CONC S$ = 30.93 14266 . Sat (Ss 8” PVC E = 29,01 CB-SS RIM = 70.39 12” CONC NE = 67 B4 16277 24” CONC W = 30.73 \ ) DPawon #2 ; 12” CONC SW = 67.34). . / / = if Ge CB-R RIM = 30. 05 10” PVC E = 28. 40 14562 20” CONC NW = 66.445, SDMH-N RIM = 34. 08 24” CMP NE = 30. 11 17154 R$55 2¢ 10” PVC N= 28.40 e a8 gz CB-TT RIM = 67.01 12” CONC NE = 64.96 16278 Oo -ARAR 83 CB-S RIM = 32. 01 10” PVCS = 28.06 14556 18” CONC NW = 62. 76, = & win 4 10" pve N= 28.06 CB-UU RIM = 65, 05 12” CMP SW = 62.70 16279 f abst nie eeSL 8B ; 18” CMP NE = 54.80. , SURVEYOR’S CERTIFICATE CB-T RIM = 31. 65 10” PVC N = 29,05 14575 5 : 10” PVC SW = 29.05 CB-WW RIM = 37.67 6” CONC N= 38.07 16280 ; | 3) TO OPUS NORTHWES’, LLC, AND FIRST AMERICAN TITLE INSURANCE CB-U RIM = 32. 80 12” CONC N= 28, 00 14205 CB-XX RIM = 31.08 12” CMP E = 28.48, 14850 COMPANY: | 12” CONC SW = 28, 00 4 | CB-YY RIM = 31,26 12” CMP £ = 26.61° = 14849 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH CB-V RIM = 34, 00 6” PVC W = 32.60 14681 12” CMP N= 26.61! IT 1S BASED WERE MADE (I) IN ACCORDANCE WITH "MINIMUM STANDARD 4" PVC = S = 32.90 12” CMP W = 28.36. DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS,” JOINTLY ESTABLISHED goer BY ALTA AND ACSM IN. 1997, a gee ™ . = 29. ” = 28. 4 CB-ZZ RIM = 33.5 "DI. S = 29.79 : on epee 2 ITEMS 2+5,:7(A), 8, 10 AND 11 OF TABLE A THEREOF, AND (Il) PURSUANT cen RIM = 29. 88 ee |e ’ ° eee VICINITY M AP TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA AND ACSM AND IN K\ CB~X RIM = 31.83 12” CONC NW = 27.73 14794 EFFECT AN\THE DI¥E\ OF THIS CERTIFICATION) OF AN URBAN SURVEY. \ 12” CONC SE = 27.73 8 ; \ cB-Y RIM = 31.43 12” CONC NE = 28,93 14783 \ 8” CONC W = 29.06 N 8” CONC E = 27.58 | 17 Y : Z ~ t = y r = 5 . ly C0 Z h. CB-Z fteM = 31.07 8” CONC E = 29.07 14782 : — | oT y ; CN CB-AA P'M. = 22,37 12” CONC E = 29.27 14894 . . . . . . _ REGISTERED LAND SURVEYOR NO. 28238 G E 12” CONC S = 29,57 STATE OF: WASHINGTON y = 5 Z , CB-BB RIM = 2: 7% 12” CMP ON = 28.62 14931 vis 2 C STAMP 1= 4 0 St e p h e n Xr e f s : 14 : 1 8 Sc a l e : Fi l e : P: \ S D S K P R O J \ 7 7 2 5 \ S U R V E Y \ 7 7 2 5 T A O 1 . D W G Da t e / T i m e : 10 / 1 7 / 2 0 0 0 VANE I UINNOMIIVICO\ONRALUT VAT - OMOLD (LININGS \ZUVVUONNINGS 1LOUU eed — _— go SLE EF: 8 ip a) a ° P ROP ; bare o )etye7 \a S core B fe : Bh oe = 3 S 336 b fo’ " 0 Is . oO \ 1Pise-- S t ikl y - BS 1 O N 5 \ 1 ia vo B pee ry 2 7" nee . : i P Fe ST. O {= 8 eA NaN . | c Sr, 4 Toa} ~ = F Re ve) \ \ — * “ 1%) 2 : F Peake =e, Oo a iM & » aN . aoa] 3 3 — Za < rN * bh 4 + a m * SOU OF HENRI NH NOBIN DONATION, ChAIM_N2 37_ ~ te . ™ eRe Gov Ta 3 aw 5] NaS z a Gov't. Lot 16 unfe : 2 AVE e x - TT oi Fa \\ ue 40.22 Acres Daya] D9 = oe \\v- ry 5 1|) 4G yw Ph ry os? : ; , . HB re an 3@- ~J He re 38, B * 2 ; = 5 = msije ix SRO: S| 3,2 a) 2 tt ; = bat i Ta 4 3E Shim x oR es 5TH sé SR : : ly Bi: =F be” | BS = . ‘ . 7 x 5 <= | 4 20 io ‘ y t P| = = : < y ee: 3 @ <« g8 >| i S S oO S . ze . > = o Sgt @ 8 wiz 1 u| S Pe a S o> 71 G 2 b — : pe. = — O a = EP i 8 GSl J er 7 iS be 6 z [e>) (op) . Tecan * L Ea] 7 > b 5 2? Cache Ly - . 22) S-e0 6 Ice 2 8 xt MP 6 3 =) MN - af a5 Nh 7 is = ss ” By 5 4 8 J ad — R y Oo Ss a | SESH [0 B PR 5 5 < 8 _ a Qc rt x YD : FI = 37 Ss Y¥ Oo Nn . g Ss x % lad © > = LU ‘ 2) Q O d WILLIAM(CETAMS a3 acon Sega : aa é | +e :| ey | 6 i SR E » Fe 7 $2) ries me 8 ee eS BR 0 ee eee NAS So Ai isey BEE Ce : Ne e oh 2 HN | n 4 Deo AQ i. nm 82: oO ai . is e Ee , a “ Se | me x CASTAGNO BROS. JINC. 2 y if : A 8 13 .< EZ] s xs o 5” az 2e o Iv 3 . | J.€. BANKER victor a 5 a 179 Ac. as S 5 ws DIAMBRI wo =e |. x > B Sj Ww) TE ) EL25 2 ~ | 832 | sR gS my | BES | OE S g saz 8 « < 2 ; 2 O w & Ps } = 3a oH ae ep) 5 @ be! 1 3 < = 35 ue| - Hoos Rt : =| _- {) C5 « 44 < ™ x fog & We Zz it Pj 3 ty! < — \ 3 o T \ 3 6 > (6) Y [: TRANSAMERICA $I Q) <I S$ DEVEL. CO. LL = = c | c P : . N ey *~, ; ¢ aI D > a ea H \ ' SWITCHING STATION : PRE. "9 ™—._ T) | Te Fo © d el ~ O a’ za Ys Se F al tH fe 00 : | ~, “NK ' ¢ a = # t——t——¥ L2BAdf a <t O i — LA , 3 met Pad : i ee O fa za i 7 ott ' p ‘ PUGET SOUND POWER & (om 5 i, - oie 11 . | oY | LIGHT CO. . . ° 4 0. r -- vi : 1 ‘ ‘ U ” wor JLThf oven O x 1 ut f 4 TL LL J \ ‘ tit —_—ae a 1 is) ee PL : ci, : ; i ‘ t . E DEy es tt ‘ = BLOPME f tio hd Be. tz TH LINE OF. W.H.TOBIN DONATION, CLAIM NE 3 me we mm 5 CITY OF RENSANNING : pn 1 tort ler S 2 pita pee — | Pio (i) I _—Gevttot 3 Oc eee NVACATED ) Pa F ™ _>_-- -—™” — 38.80 Acr es Q R i q 2002 | a4 er: a \ we ——— lv S " 7 1 + owe 4 S.P. 009~ 87 t a eo SS © O QO. ED ; slplaielsdetsiels L aes B38 Ac. = ®ANS. Linge R/W ee O < » a TL Rt— <einae — Non teh aR 5] 4 21H] 10] 9) 8 s os ae. —— eRe) SS, “L Ss 4 - aN Sees eS. RENTON vi LL 4G) nN vm ” id ° \ TEL Ts laste PAN oye } oL L . Mm < 4 \\ i a -L @) LL M Wa it a are" LL VW ; -o7 1 6.55Ac. — a - Zz f i a Ne ‘“ ae eo so-7 Pa ee ee | — —* \ Pa , . Nee ATLAS OF SEATTLE ‘ Ee R-W EASEM 1 yoo" Pa COPYRIGHTED & PUBLISHED BY K te - MROL! asad COMPANY INC. SEATTLE _-7T ae P albert £ Jf SCALE: 1 INCH = 200 FEET An? en conan ‘7 a. LEGEND PLEASE NOTE: Kroll Aties Pages are revieed st leest once 8 year with reyerd to plets, bona Tax Lot No 2 Pena ber {a7 crdaedwuy Ts rappin bao eee eensaiates { C-MAP ivate d ==s3=ss transterring ineo cage © PrUininees Dy ew. Approx Stories [=a Short Piet S.P.176144 Commit 37, lp Company -enti, Wann. Aight rmrved Sp- 09-109 LOT LINE ADJUSTMENT LUA-02-___-LLA LND-..-_... A PORTION OF THE SW 1/4 OF SECTION 17, THE CURVE TABLE CURVE | LENGTH | RADIUS DELTA CCVISED 10/97) a ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. cal 96.75| 1808.86] 7444s" — C3] _121.74] 1144. 06°05'31” a CITY OF RENTON, KING COUNTY, WASHINGTON cal ai.74l 9144831 og0s'31° N=175555.93 C5] 169.53} 199.18 48°46'00” E=1301371.95 Os MAIN AVENUE SOUTH ee ry S OE a0 W 296.92 == SEE NOTE 5 . I weeny CS SHEET 2 fy Sey— —_ SA, ~.. . 35 os“ ao s : c ~ 2. ws LINE TABLE & x ae EO IN hs BEARING LENGTH ha ia ot xt SECTION LINE Mt Ng S$00°57'24°W 15.49 a st V] ty % S71°34°26'W 80.66 ide N65'13°37'W 20.00 S Ale \ N50'14'24E| 81.60 = y+ 70°40" NIB Q N31'29°18°E 27.44 ts oN N32°46'32°W 30.00 N87°20°45°W 59.19 ADJUSTED PARCEL 1 a5 “a N=174142.49 o E=1300821.59 3 _ <4 g ty, 5 < E = \Y 9 tol go FOUND MON. IN CASE 4] 33 (VISITED 7/92) =) 7 17' 20 i e) 18] 19 z ¢ 9 FI \ = Ss 0044's w Say ce ae ve % go” oO S g* Ss? + S 750. 00° 7 4 we g A=06°02'47" 130.75" ¥ = 478.81" a 5 ] S 02°39°15" Ww 609.56" e I 3 bee — a 3 LOT AREAS é ye EXISTING i ¥!s EXISTING PARCEL 1 | 359,2804SF | @ = EXISTING PARCEL 4 | 199,3802SF | % = DECLARATION OF COVENANT PROPOSED E \ ~ THE OWNER OF THE LAND EMBRACED WITHIN THIS LOT LINE ADJUSTMENT, IN RETURN FOR THE BENEFIT REVISED PARCEL 1 | 421,6324SF | “ab TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE REVISED PARCEL 4 | 137,3032SF | | \ BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS LOT LINE ADJUSTMENT TO ANY AND ALL 3 © FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN q <a? WITH THE LAND AS SHOWN ON THIS LOT LINE ADJUSTMENT. 2 a S NOTES g 1. REVISED PARCEL 4 SHALL BE RESTRICTED FROM CREATING ADDITIONAL DRIVEWAYS ON TALBOT 8 > ROAD DUE TO TOPOGRAPHY, SIGHT DISTANCE RESTRICTIONS AND HIGH TRAFFIC DEMAND. y, CITY OF RENTON a. al - ee _ a CONTROL POINT 60 3 FOUND MON. IN CASE iz (VISITED 7/92) (e) 100 200 18'19 TA a pe, " DRAWN BY SW 1/4 SEC. 17, NE 1/4 SEC. 19, NW 1/4 SEC. 20 omnes 18215 72ND AVENUE SOUTH |} _ KMM TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. SHT @ KENT, WA 98032 11/06/02| | SURVEY FOR LEGEND Z% (425)251-6222 wis _1"=100" 9709. SRD AVENUE NE, SUITE 203 8 ® = 1/2” REBAR AND CAP "BCE 28238” OR = (425)251-8782 FAX CHECKED BY: , PK AND WASHER "BCE 28238” TO BE SET £ Ser ae SEATTLE, WA 98115 OF ® = FOUND 1-7/8" BRASS WALDORF PLUG @@ CIVIL ENGINEERING, LAND PLANNING, <* SURVEYING, ENVIRONMENTAL SERVICES | | PROJECT No.: CITY OF RENTON KING COUNTY WA 3 Si 02-109 Ex.| LOT LINE ADJUSTMENT raaienien A PORTION OF THE SW 1/4 OF SECTION 17, THE NE 1/4 OF SECTION 19, AND THE NW 1/4 OF SECTION 20 ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON EXISTING LEGAL DESCRIPTION DECLARATION REVISED PARCELS 1 AND 4 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA—99-153—LLA THE UNDERSIGNED CORPORATION DECLARES THAT THIS LOT LINE ADJUSTMENT IS MADE AS RECORDED UNDER RECORDING NO. 20010213900004, RECORDS OF KING COUNTY, WASHINGTON. WITH ITS FREE WILL AND CONSENT AND IS THE GRAPHIC DEPICTION OF ITS WISHES TO ADJUST THE PROPERTY LINES AS SHOWN HEREON, AND DECLARES THAT IT IS THE FEE SIMPLE OWNER OF THE LANDS SHOWN HEREON. PUGET WESTERN, INC. A WASHINGTON CORPORATION EASEMENTS AND RESTRICTIONS R. B. BOYD FIDELITY NATIONAL NO. 0171991 PRESIDENT 1-7. NOT APPLICABLE TO BE SHOWN ON SURVEY. S, THIS PROPERTY IS SUBJECT TO THE RELINQUISHMENT OF CERTAIN RIGHTS AND THE RIGHTS OF ACCESS AS RECORDED UNDER RECORDING NO. 4924770, RECORDS OF KING ACKNOWLEDGMENT COUNTY, WASHINGTON. STATE OF WASHINGTON _ ) 9. THIS PROPERTY IS SUBJECT TO THE RELINQUISHMENT OF CERTAIN RIGHTS AND THE )ss RIGHTS OF ACCESS AS RECORDED UNDER RECORDING NO. 5732439, RECORDS OF KING COUNTY OF KING ) COUNTY, WASHINGTON. | CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT R. B. BOYD 10. THIS PROPERTY IS SUBJECT TO THE RELINQUISHMENT OF CERTAIN RIGHTS AND THE IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED RIGHTS OF ACCESS AS RECORDED UNDER RECORDING NO. 5754046, RECORDS OF KING THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED COUNTY, WASHINGTON. TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE PRESIDENT OF PUGET WESTERN, INC., TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY 11. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A SANITARY SEWER FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. EASEMENT AS RECORDED UNDER RECORDING NO. 5937434, RECORDS OF KING COUNTY, WASHINGTON. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT 12. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A PACIFIC NORTHWEST BELL TELEPHONE EASEMENT AS RECORDED UNDER RECORDING NO. . 7205170497, RECORDS OF KING COUNTY, WASHINGTON. PRINTED NAME APPOINTMENT EXPIRES 13. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A WATER LINE DATED EASEMENT AS RECORDED UNDER RECORDING NO. 7405290484, RECORDS OF KING COUNTY, WASHINGTON. 14. THIS PROPERTY IS SUBJECT TO THE TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN LOT LINE ADJUSTMENT AS RECORDED UNDER APPROVALS RECORDING NO. 9812109014, RECORDS OF KING COUNTY, WASHINGTON. EXAMINED AND APPROVED THIS DAY OF , 2002 15. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A SERIES OF EASEMENTS TO PUGET SOUND ENERGY, INC. AS RECORDED UNDER RECORDING NO. 9812171951, RECORDS OF KING COUNTY, WASHINGTON. 16. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RESTRICTIVE COVENANT AS RECORDED UNDER RECORDING NO. 20000125001281, RECORDS OF KING COUNTY, WASHINGTON. 17. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RESTRICTIVE KING COUNTY DEPARTMENT OF ASSESSMENTS COVENANT AS RECORDED UNDER RECORDING NO. 20000125001282, RECORDS OF KING COUNTY, WASHINGTON. EXAMINED AND APPROVED THIS DAY OF , 2002 CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS 18. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RESTRICTIVE COVENANT AS RECORDED UNDER RECORDING NO. 20000125001283, RECORDS OF KING COUNTY, WASHINGTON. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR 19. THIS PROPERTY IS SUBJECT TO RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, ACCOUNT NUMBER EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA—99—153-LLA, AS RECORDED UNDER RECORDING NO. 20010213900004, RECORDS OF KING COUNTY, WASHINGTON. 20. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT AS RECORDED UNDER RECORDING NO. 20010213001445, RECORDS OF KING COUNTY, WASHINGTON. ACCESS AND RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS AS CONDEMNED IN SUPERIOR COURT CAUSE NO. 761065. 22. THIS PROPERTY IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS FOR J.F. BENSON ROAD AS RECORDED UNDER RECORDING NO. 2827715, RECORDS OF KING COUNTY, WASHINGTON. (SEE NOTE 5 ON SHEET 2) 21. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF CONDEMNATION OF Nov > . 200 | Fi l e : P: \ 1 0 0 0 0 s \ 1 0 6 8 2 \ s u r v e y \ 1 0 6 8 2 B L A 1 . d w g Da t e / T i m e : 11 / 0 7 / 2 0 0 2 10 : 1 9 Sc a l e : 1 ) (INDEX DATA eam, WLLL LLIN ,) r\! Y ° , N Y DRAWN BY SW 1/4 SEC. 17, NE 1/4 SEC. 19, NW 1/4 SEC. 20 RECORDING CERTIFICATE: iy a eis PUR 3 eT TEE Del 18215 72ND AVENUE SOUTH |} KMM TOWNSHIP 23 NORTH, RANGE § EAST, WM. SHT i ; is map correctly represents a survey made by me or under my N Z Filed for record this day of 200. at__:__ direction in conformancé with thd\requirements of the Survey Recording N y Z KENT, WA 98032 11/ 06/ 02) | SUREr Fos ea es Gea EE hae 2a the wasgtant a Act at the request of PUGET WESTERA, INC. in NOVEMBER 2002. \ i (425)251-6222 SCA 4"=100" PACLAND 1 Barghausen Consulting Engineers, Inc. Z N = (425)251-8782 FAX CHECKED BY. SSSS*Sd 9709 3RD AVENUE NE, SUITE 203 j N g 28) RWG SEATTLE, WA 98115 OF Z N JOB NO.: OT MY OL \\y N @@ CIVIL ENGINEERING, LAND PLANNING, 1ose2 3 R. WIULIAM GLASSEY, P.L.S.¥ Z N <% SURVEYING, ENVIRONMENTAL SERVICES | | PROJECT NO.: Manager Superintendent of Records eed Registration No. 28238 ewes 05-18-03 \ ey Ge Been sella = —————— DISSSSSSSOSSSS SS ee | Ned SA-01- 109 10 0 km a s o n Xr e f s : °o 200 400 SCALE 1” = 200’ SURVEYOR’'S NOTES 1. THE BEARINGS SHOWN HEREON REFER TO NAD 1983/91 AND ARE BASED ON CITY OF RENTON CONTROL POINTS 60 AND 418. 2. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIDELITY NATIONAL TITLE INSURANCE COMPANY OF WASHINGTON COMMITMENT NO. 0171991. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN SUBDIVISION GUARANTEE. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN’S REPRESENTATIONS OF THE TITLE’S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. 3. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET). 4. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA 5” ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. 5S. THE PROPERTY HEREIN SURVEYED ABUTTING J. F. BENSON ROAD IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS AS GRANTED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 2827715. THERE WAS NO SPECIFIC ROUTE OR LOCATION WHERE THESE SLOPE RIGHTS WERE TO AFFECT THE PROPERTY WITHIN THE RECORDED INSTRUMENT AND THEREFORE CONSTITUTES AN UNPLOTTABLE BLANKET EASEMENT. THE ONLY EVIDENCE FOUND FOR THE LOCATION OF J. F. BENSON ROAD WAS THE KING COUNTY SURVEYOR’S FIELD NOTES FROM 1924 WHEN THE ROAD WAS LAID OUT FOR SURVEY NO. 1009-—D. THOSE NOTES STATED THAT BRASS PLUGS WERE SET IN THE CONCRETE ROAD SURFACE (PRESUMABLY AFTER THE ROAD CONSTRUCTION). TWO OF THESE PLUGS WERE FOUND DURING OUR FIELD SURVEY, ONE AT STATION 20+42.12 AND ONE AT STATION 35+90.00. THE FIELD POSITIONS WERE WITHIN 0.3 FEET OF THEIR THEORETICAL COMPUTED POSITIONS FROM THE 1924 FIELD NOTES. THESE MONUMENTS WERE USED TO ESTABLISH THE ROAD RIGHT-OF-WAY OF 30 FEET ON EACH SIDE OF THE CENTERLINE. IN SEPTEMBER 1957, THE RIGHT-OF-WAY PLANS FOR SR-405 WERE APPROVED. IN THE VICINITY OF WHERE THE EXISTING PAVING FOR BENSON ROAD ENCROACHES THE MOST ONTO THE PROPERTY HEREIN SURVEYED, THE RIGHT—OF—WAY FOR THE NEW INTERSTATE WAS TO MATCH THE EASTERLY RIGHT-OF-WAY OF THE BENSON ROAD. FIELD INSPECTION SHOWS THAT THE TOE OF THE SLOPE FOR THE FILL FOR SR-405 IS WITHIN 2 FEET OF THE WESTERLY EDGE OF THE OLD CONCRETE SURFACE OF THE BENSON ROAD. IT MAY BE THAT DURING THE CONSTRUCTION OF SR-—405, IT WAS DETERMINED THAT THE TOE OF THE FILL WAS TOO CLOSE TO THE TRAVELED WAY OF BENSON ROAD AND THAT THE ROAD WAS REALIGNED TO ITS PRESENT POSITION FOR THAT SAFETY CONCERN. APPARENTLY, NO ADDITIONAL RIGHTS WERE ACQUIRED FROM PUGET SOUND POWER & LIGHT COMPANY FOR THE CONSTRUCTED ROAD REALIGNMENT. LOT LINE ADJUSTMENT A PORTION OF THE SW 1/4 OF SECTION 17, THE NE 1/4 OF SECTION 19, AND THE NW 1/4 OF SECTION 20 ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON MA I N AV E N U E SO U T H YY 18215 72ND AVENUE SOUTH KENT, WA 98032 Z% (425)251-6222 = (425)251-8782 FAX i$) 2 By 2 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES expiRES O5—18—03 ay RAWN BY DRAWN B KMM DATE 11/06/02 LUA-02-___-LLA INDEX DATA SW 1/4 SEC. 17, NE 1/4 SEC. 19, NW 1/4 SEC. 20 TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE: 1 =200 CHECKED BY: RWG JOB NO.: 10682 PROJECT NO.: PN R LL I I J J J J I I I T I (U 0 AI S M I L I L T T T L E E1 1 1 Ok KK I I C S S LISS TNS SURVEY FOR PACLAND 9709 3RD AVENUE NE, SUITE 203 SEATTLE, WA 98115 CITY OF RENTON KING COUNTY WA ————— OO ap- 62-109 20 0 km a s o n Xr e f s : } Fi l e : P: \ 1 0 0 0 0 s \ 1 0 6 8 2 \ s u r v e y \ 1 0 6 8 2 B L A 2 . d w g q Da t e / T i m e : 11 / 0 7 / 2 0 0 2 10 : 2 2 Sc a l e : 1 oO Ow FI L E N A M E : WALN SECTION A PROPERTY Sx) 400 ta LINE | as > + ue” Ea YR SIDEWALK 4 | oN i 31 WAAR Ee EXISTING TRAFFIC SIGNAL BENCHES / SEATING AREA NEW MEANDERING SIDEWALK ALONG GRADY WAY i + PROPERTY {ine MEANDERING SIDEWALK Ta | MEANDERING LISS TUE PY UY UEP UY LS Box. | _ @ : oo RX IG, NK NNN ere | >. 2 — ee iS Poe a OOO rrr USO ) | RETAIL PARKING LOT 15 GRADY WAY RETAIL PARKING BIOFILTRATION SWALE} 5’ GRADY WAY Go 10’ MIN. LANDSCAPE BUFFER “TSIDE - | Se I SIDE x] WALK WAI K Oy — RIGHT IN/RIGHT OUT ENTRY = PYLON SIGN =42" LIGHT POLE (TYP) | _ AA’ + = S PAVEMENT Z i+——— _ §4" ——— 2 ~ WIDTH \ rT ~—-BENCHES»/ = SEATING AREA ni hX EXISTING RIGHT IN/RIGHT OUT 7 -— FULL ACCESS. \B GRAPHIC SCALE SIDEWALK ONLY Ly RIVEWAY fe i" a ee ion ip wa, a < SS RIGHT IN/RIGHT OUT, 2” a LEFT IN DRIVEWAY 4 Qo | K Linch = 50 ft. = A SSS ge SS Oo a | = Gre —— S, HESS — S67 é + PLL : ie L o. oe . | \ = ion — NOT A i) i) PEUTYTLTATTTTLTTTTT PART i | PROPOSED ACCESS TO ) — CY OF 9 | +2. \ RENTON os | PROPERTY a - | | "| a SITE DATA M | in | oo ACQUISITION ea | z PARCEL A = 3,0 AC EXISTING p | PARCEL B = 13.0 AC | naan aS WETL. ANDS i | i NOT A ex TOTAL ACQUISITION = 16.0 AC | _ _ | ea —® PART PROPOSED RETAIL = 15.3 AC «Le | 5 BAY _ GAS LOT = 0.7 AC PAA ELLER) AL hie = wm eee NOT A PART ee WEL - g - BUILDING DATA iN v Z APPROXIMATE BUILDING AREA = 135,373 SF \ a m PARKING DATA > . a — PARKING PROVIDED STANDARD STALLS = 587 STALLS 0.6" COMPACT STALLS (16° X 9.5’) = 33 STALLS PW WS: = ACCESSIBLE STALLS = 15 STALLS care, TOTAL STALLS = 635 STALLS ee PARKING RATIO = 4.7 / 1000 SF ae ee = oo a = e MEINBARGHAUSEN CE. |, ontBTEE IS Fo "10/29/02 —_ 1=50 y & CITY OF SITE PLAN = 1 ‘ PROPOSED RETAIL EER ao [\ | = RENTON nes 9709 Third Ave.N.E., Sulte 203 T (206) 522-9510 =e | _ove now DATUM | - . TRAE WE Seattle, WA 98115 F 06) 522-8544 ESS |. ope see, Na Planning/Building/Public Works Dept. SEC GRADY WAY AND SR 515 C—1.0 e-mail PacLanp.com NO. REVISION BY | DATE | APPR | #Proven SCALE ACCORDINGLY q RENTON, WASHINGTON EO 4B-02-109 DEV, ELOPME, P CITY OF NENT ANNING OCT 2 7 2002 RECEIVED RENTON WASHINGTON October 23, 2002 Ri eerevee — ee FRONT ELEVATION (Grady Way South) REAR ELEVATION (Benson Road South) pep meat Se oh y PERSPECTIVE re TCR RAE RA Be ae ARN fate ite HY Be ‘eee oar sp ie cs wags na i A Lat oF ak ee ok ge Up We BS in 2 EH oa ae a pi Ss i, wn teen Puen AE 4 Arcee nteipab aie alt a senasney Se Deh ae ts Og en cn eas nem a tees OS ah SPLIT-FACE C.M.U. PAINT - SW "GOBI BEIGE" BE ts sem ee Entrance LN ht sen ea : potatoe le eg den aley fapoe Sac mica ic seen ae wes ey a us eh a SO fs i si 4 Sem aed SMOOTH-FACE C.M.U. PAINT - SW "SAFETY RED" ie SA hak a ase i a4 le “ E.I.F.S. PAINT TO MATCH SW "ESTATE TAN" Ha iii ie come i E.I.F.S. PAINT TO MATCH SW "SAFETY RED" LEFT SIDE ELEVATION SMOOTH-FACE C.M.U. PAINT - SW "ESTATE TAN" SMOOTH-FACE C.M.U. SCREEN WALL PAINT - SW "ESTATE TAN" raise rece paisigtes ee aa "SHS So gD re Sot era a 67, ey hs Ei $06 iat gee Ab ass pep ot is He ast Rite es Re cS 30'-8" RENTON, WA tember 2002 EX.5 Graphic Scale 05 20 50 100 Raymond H. Harris Architect DEVELOPMENT CITY OF REA LANNING RENTON OCT 09 2002 RECEIVE 211 .N. Record Street, Suite 222 Dallas, Texas, 75202 Telephone 214/749-0626 Fax 214/748-0656