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CR E E K PK W Y SU I T E 10 1 EL L , WA 98 0 1 1 f a S6 6 0 <i vade Shee" eee ie ae ar e ; ti e z: Te eae eee 3s, Fi U s Bi aa aid TA: T=20 Brian Wollaston Xrefs: 206005, 25000-1,2006 qs LEGEND EXISTING GAS oe EXIST OVERHEAD POWER ‘EXIST UNDERGROUND POWER Commonly known as: 3209 N.E. 1 ee I — Roof Plan 1.03 Acres e/QSR Total Parking (provided): 39 standard Parking Dimensions: 9° x 20° (St Landscaping (Provided): 13,900 S. @ conditions based on larch 11, 199 2. - For existing topographic infor EXIST. STORM DRAIN = EXISTING WATER oe EXIST SAN SEWER = EXISTING CONCRETE PROPOSED ASPHALT PAVEMENT — PROPOSED LOT LIGHT ‘ MO N R O E AV E . | 23 North, Range 5 Eas 1g Section (Building) alls) From 4th Street: /QSR_ 165" From Monroe: usen Consulting Engineers, Inc., boundary and topographic survey, see Sheet 2, Preliminary Grading Plan. TA s a i i oh - EI G H T TO 35 ’ = SI G N H R CI T Y AN D RE | AD D LO T LI G H T S PE } Ap p r . 3/ 2 7 / 9 6 | Bw | BC | | By | Ck d . 4 N o . T i t l e : PR E L I M I N A R Y SI T E PL A N ST A T I O N WI T H CO N V . ST O R E CH E V R O N GA S VE . NE RE N T O N , WA . NE 4t h ST . AN D MO N R O E A a — e. I N V E S Ho r i z o n t a l Dr a w n Ch e c k e d - O N 9 8 0 1 1 f= ” 7 2N D AV E N U E SO U T H ie e e ae PRELIMINARY LANDSCAPE PLAN > 0% Re v i s i o n By | Ck d . | Ap p r . | & PR E L I M I N A R Y LA N D S C A P E PL A N | Da t e Ti t l e No . 9’ X 20’ PARKING i fA BOK i a ee & Se Re d a n k e ie xX 16— Sd) SAE TRASH ENCLOSUREIB\ A} | ; diss \ et OO (8 S to <3 NBA 24 fh RN: \ NERA] Nos PROPOSED GUY-, ei = BS mr \\ POLE LOCATION’ \ / / /; Id SY 3 = a = ; 1 Ox \ PS ‘ i - 1 CR E E K PK W Y SU I T E 10 1 ._ , WA S H I N G T O N 98 0 1 1 f * % Ta s h CI T Y CO N S T R U C T I O N KH A IN V E S T M E N T S 11 9 1 9 NO F nal marae A2OTOLITAPHT_L OS DVA VEZ! / PPT) |B SPbOIKiCS MIinINIIINN| Ze Be Q\ JEN BX ABELIA 'EDKWIARID GOUCHER | Z| -24 CONTAINER | A PAL IK IG EM E R A I Ad O N Y D . . . d W. . 9 Fo r ——, 1D THUNBSERGIANA / | @ 47 We, 2 LAPAN ESE BlLécl<o PINE | LO po w / ; ee Loe Rd REP it | 37 / KITCHEN - es) i ne ce ee gt ae : an SIGN: 140S.F. MAX. FACE PYB2UA CALLE RIANA Aeistcc pat / ~ s S N iN \ S y > 5 M y a < A N ) L . \ N a Sc a l e H o r i z o n t a l Ve r t i c a l /A @8 e c c e - 15’ HIGH ts = < ¢ et / 2 FLOWERING PEAR S : oe Ri g h t ae Ber LAIKA AB 4 fll hi | &) ees a a a » | PHASE IIB ine yA 5 ES E N_ 89 ° } 7 FHOTINIA FRASGERI/ | At | &@-7 SPACING De s i g n e d Th A f HE M Dr a w n b= Ch e c k e d Ap p r o v e d Da t e 3- 1 2 - 9 6 re i i 5 we al e s a TA S AE DA S ET 0 Sy a SE a a q | | SIGN: [> 140S.F. MAX. FACE By Ww 15’ HIGH | | ©) fe ' a \ z is ’ Ld «| a ] | | = af 50'-0" _DRIVEWA 18 2 1 5 72 N D AV E N U E SO U T H KE N T , WA 98 0 3 2 (2 0 6 ) 2 5 1 - 6 2 2 2 CI V I L EN G I N E E R I N G , LA N D PL A N N I N G , (2 0 6 ) 2 5 1 — - 8 7 8 2 FA X SU R V E Y I N G , EN V I R O N M I = AIR/WATER DISPENSER. ... 5. at MANHC PENTON MONUMENT B _— NY PAY TELEPHONES «33 : : Hg 4 , O 4 ~ ; i | \S 7 , m & (4 Wa . ee y G en c O 36 , STATE OF ¢,'’ WASHINGTON REGISTERED wANDSCAPE ARCHITEC GERTIFICATE NO. Si .. 1 0 oT Sh e e t MA R 18 1 9 Jo b Nu m b e r 4 STAMP sil ars File. DO60PA Date/Time: 05/13/1996 15:47 Scale: 1=20 Scott Wood Xrefs: Z5660-S,25660—T,Z5660—B, Vy , a2 ) ” / % hs ae 5 | NOTE: ALL COLORS LISTED BELOW ARE BASED | , ON PRATT ¢ LAMBERT CALIBRATED COLORS UNLESS NOTED OTHERHIISE av i PL A N N I N G DE V E L U FM @McponaLDs BUILDING COLOR: 2256 PHANTOM Re v i s i o n — LUA: 4t-077, SA, RE C E I V E ma r 1& 8 19 9 6 SI OF RE N T O N (B) MCDONALD'S ACCENT BAND AND TOWER ROOF COLOR, TRANSACTION CANOPY 2050 HAVANA CREAM alae ail (Cc) TO MATCH MCDONALD'S RED (PMS #186)OR ERO PEAK FRE SHERWINN WILLIAMS "INDUSTRIAL SAFETY RED a ae | ae ENAMEL PAINT" OR ROHM @ HAAS #2157 INTERNALLY ILLUMINATED FASCIA SIGN 4 : ee W/ 42" HIGH LOGO ARCH. COORDINATE | : 7 a” 2 hoe NSTALLATION AND SUPPORT IN FIELD. ‘ } SEE DIL 6/ fy Se t e a Se oy e | oo yA : ———- PAINTED GALY. PAINTED GALY. . | \> 8 X 16" ALUMINUM LOUVER = » pea r SNOW GUARDS 24 GA. METAL COPING BACK OF PARAPCT, (TYP), = 5g" MPT / /- | TYP. Ff Ff fe Yon MAIN : EL #22"-1" (D) TOWER COLOR: 2262 PEARL TINT \ > -6 " TYP. 7 LIGHT BEAM — T/ PARAPET PP Ltr BEAM f* +{T'-3" =~ at T/ MASONRY * | @) CHEVRON/C-STORE BUILDING COLOR: 2247 WINDHAM CHEVRON FASCIA COLOR: (BL-310) BLUE EL. +i7T'-o" VERTICAL BOM JOINT (TYP. OF 2) (D) JST. BRG(HP) cy —s . JEL. +i2-8" | x | —_ ein if oo | ©) © BLRASCIA my _| a fp +104" & | / nf a | | a BY LINTEL e ~ | | | EL. +4'-4" y, WA » us! || (&) P| <== epee oes ww - q = \ pS TYPICAL GLAZING SYSTEM | _ Poe eer : | __ > ST. BRE. (LP) EL. +l'-8" a PAINTED TO MATCH ROOF ——~ (BY | / | Da t e | By |C k d . | Ap p r . | T i t l e : PR E L I M I N A R Y EX T E R I O R EL E V 'A T I O N S No . \— PAINTED METAL FLASHING AN . 3- 4 " 5 | | : SLAB, i . th, El. to-0" & a PAINTED SPLIT FACE CONC. ES | _@ USAR : EL. 10-0" ‘aa ? 3 SILL TO MATCH FRAME = payed RAIN WATER Y Ey 7 ACM FASCIA PANEL PREFINISHED ix FRONT. ELEVATION = intel E. or ake WALL i as CHEVRON BLUE ! . ese ih TO FACE OF CURB Fe SR E E K PK W Y SU I T E 10 1 [A S H I N G T O N 96 0 1 1 IT Y CO N S T R U C T I O N A IN V E S T M E N T S a hs 2, oy oa ? ee Me s ca r A Ss si i By METAL STANDING SEAM ROOF PANELS | a es oe "Food Mart" INTERNALLY ILLUMINATED LETTERING | BiB at cae aay i eee liad <a ieee Pespe a oer vie er + Bee: 2 : ; ; NS Se ear CENTER SIGN VERTICALLY IN BLUE PANEL "ees - oie seen eee . , uh eile | a ‘PAINTED GALY. METAL ‘ae SNOW GUARDS To MATCH i : ee "i op ROOF PEAK. FRMG a cs "EL. e221" : METAL SEAM a A o T/ PARAPET \ s ae T/ MASONRY \ a ie { | A ty iS i= METAL ROOFING BY CONTR. © PAINT TO MATCH BUILDING COLOR 'A' oe PAINT TO MATCH BUILDING COLOR 'A' Vy E.G. Eee AINTED GALY Vhs MATCH CONC, BLK. | L® ' DOOR Littl ttt —VERTICAL ACM JOINT (TYP. OF 2) EL. +1T-0* | PAINTED METAL FLASHING ? > | y | | l —NWWy 2 PAINTED SPLIT FACE CONG, , uh = : | = ai : 4h oe os B/ FASCIA _ EQ. ~ ay ne dh ! | a : . EL. +10'-4 \ ‘ a a =; arama = -—__-__—_—_-- ero) | _ nee een eee ae = pe a | 4 De s i g n e d _R E K _ <_es | - s. TYPICAL GLAZING SYSTEM: a I" OLR INSULATING | GLASS SET os IN CLEAR ANODIZED ALUMINUM FRAME WITH THERMAL BREAK, SEE NOTES |4 @ [5 ON SHT Al2, TYPICAL. ie \ NN \ SI il \ \ \ / IN IN SS | |" fo 4 +19 i wl = ee 5' - O : ; Sa c h i at t sae 28 : an y . | Ap p r o v e d . ea | a ve FQ ae PS er y eg r e t ry e “t y - ‘| J wi 3 ie ‘ hk - - i " ba me ae ‘i Po i e i e e e Sa | ee 5 et te . PN ‘s ad SD in ie d a 1 Oe if ’ ae . Sa a oe ME S Ni St an ee HP s ta e me e t or e is : ac t o a AO AI L A! WA R K : Be te e ne e ie , ee , al s el i t e ! ; = 4 ; NT A ] pa o : Be el a. ar Ps fi e ! 24 g | FI N E “i is Pm i a : ec k o . | is) | ee 7 VSAB oh . Fo" YY \ DOOR BY FREEZER MFR. (PAINT) | PEL 100 ' % yi Be : | : V4" CAR Are Ass a * ON OAT AD. TYP. és W/ BACKER ROD #@ SEALANT s ; (TYP. UNO) PAINTED METAL FLASHING e ALUM. GUTTER # DO} BY COOLER CONTRACTOR, oe g 2 | TO MATCH ROOF EXTEND , COLOR TO MATCH CONC BLOCK. — | < a DOWNSPOUT TO CURB | | x i LN N GHT ELEVATION _ z | oo op 4b 02% = | | | 7 VASO " a | Chevron QSR (Quick Service Restaurant) = i = 7 SWC NE 4th Street and Monroe Avenue NE a7 Renton, Washington | L_ EN G I N HOLLOW METAL DOOR _ AND FRAMES, PAINT, (TYP) \ FILL BOX, SEE SECTION 5/ All =a WY lad > z OQ = N ~ uy N fv @) aan KE N T , WA 98 0 3 2 (2 0 6 ) 2 5 1 - 8 7 8 2 FA X (2 0 6 ) 2 5 1 — 6 2 2 2 O M s Be rh o 2 te os Gy e 7 ge a l Ae al e r t . t i t | Emerald City Construction and he ek Lakha Investments ee. ECCRMC-2-06 is noe ee ; st yea | a P ee ee Oe am " ve erecta ~ ag — oa _ - ee seas was: gp 4% Sab, St fete & s Ee $F <3 ca ’ : “ 3 ae ORE a Sorte oe 2 i oe) pe ra SG aera ee ae i ee ae Lee , ea : er, Ope Me eC a a ya s : sa a d ci a r a . Be e ae . . be BU ee t , sd a ? = St Se a ca es CE M tee ai 7 ee e a 4 be ar e s . Sk e , Pa oa Sua as s e n t ae ra ia l MB S RM R ES ia r is t at k ee ig o r : ae s ae Ee e " oR mG = Sat ae ag | oe ee ee Pare See ™ sate = 4 at re are... Se = i ae i a : x Sete Se et Sle wed : pra r - tS ft tay bs ae : crac ieme eee ean fe é ‘ : ; : ; ; Bi. = a des ase eee a hp ee s ? PME Gr ee, : ree Se eae Ape ea P oS on, ae tig” Ae ets : ‘ a Oe et eee er as Le ‘ : i ; ; aes Y neat ee ; ‘ neon wp tas ont. 5 ie cat etic os) Co er tes . mae 3 ae i ese vere wile ala cA ee eet hc Siahere Sie : y.-— tGeg eae : eB ie We Rae Es Be IS a 7 , pee. DAS 2 Po cee — researches a ae cca + ome heey as vane on “ ; eet wee * - * = . ae ON LIGHT BEAMS- NOTE: ALL cotors LISTED BELOW ARE BASED SEE ELEVATIONS ON PRATT ¢ LAMBERT CALIBRATED i UNLESS NOTED OTHERWISE +[ T'=3° - TOP OF PARAPET EXHAUST 5 : . WA \ . FAN A/C UNIT : i, | \\ \ | (B) MCDONALD'S ACCENT BAND AND TURRET ROOF COLOR: ; =|'-C" f o . 2050 HAVANA CREAM OMG MATCH MCDONALD'S RED (PMS #186)OR SHERWINN WILLIAMS "INDUSTRIAL SAFETY RED ENAMEL PAINT" OR. ROHM @ HAAS #2157 TOWER COLOR: «2262 PEARL TINT (A) MCDONALD'S BUILDING COLOR: 2256 PHANTOM Re v i s i o n a i = 5S oF (E) CHEVRON/C-STORE BUILDING COLOR: 2247 WINDHAM SA | ~ _ , an ae : $ , (F) CHEVRON FASCIA COLOR: (BL-310) BLUE f _ RATED , s , | LIAL IC. i C. ] 4 ie —|" INSULATED EXHAUST SHAFTS- | 3 | GLAZING an s 9g . i” ee a s a 8' - 4 " _ ALUMINUM STOREFRONT Chevron QSR (Quick Service Restaurant) — 7] | SWC NE 4th Street and Monroe Avenue NE — Renton, Washington KITCHEN _ BU I L D I N G SE C T I O N i De e d e e += ” i TOP OF FER PLAN Lakha Invesiments Zz concrerenwix- ECC # MC-2-96 ‘ i FOR LOCATIONS SECTION VA" = |'-0" | Da t e | By | ok d . | Ap p r . | Ti t l e : 0 ee ee SILL . ama ; | \ Ly, Emerald City Construction and PR E L I M I N A R Y EX T E R I O R EL E V A T I O N S / No . na Se d a t 6'-8" PAINTED 6ALY. MTL FLASHING TO MATCH CONC. BLK. % Lo w sc o n c n e s s aa IN V E S T M E N T S -R E E K PK W Y SU I T E 10 1 BA U S T O N co o n | Es IT Y CO N S T R U C T I O N i ¥ a PN : oe oe a - i af pS eee a te cere Maer im aged citar em an wan Lee an Ea rs 3 fad 2 ay 2, q ia irae | a ao 1 3 a yi ; ’ i ; be “ 4. * ee te i = . ae a 5 ioe r : Yd : fee (ae a ¢ Geax at Es eal : Poe ix tae aes uy i 2h eae ve ‘ | | mooman come same j E me 7 sooo 7 Be iy Fe. i meats = Hl os ie mos ie ah, , aa A BE _Lpawnt To MATCH | CONC, BLOCK COLOR "AS PAINTED MTL FLASHING so BY COOLER CONTRACTOR | ie ae | COLOR TO MATCH CONC BLOCK. | \- | LEVATION METAL ROOFING BY COOLER CONTR. [ E- 4 YT vats to" | = | o- Zz Sc a l e : Ho r i z o n t a l PAINTED GALV. METAL FLASHING (TYP) ‘AINTED SEE VILS. Sp, AND 8/AI\ 6) X16" ALUMINM LOUVER PAINTED STEEL LADDER \ ro m e co METAL SNOW GUARD | | | . | PAINTED TO MATCH = = sara same nian ‘alii “aaiadl METAL OVERHANS, B/ LINTEL EL. +4'-4" —t-—~ TYP. GLASS & FRAME SYSTEM 18 2 1 5 72 N D AV E N U E SO U T H KE N T , WA 98 0 3 2 ( 2 0 6 ) 2 5 1 - 6 2 2 2 > a £ - A is t ‘ i é se : Y orate 4 gic: @ 1 setetes ; a {A) oy * 7 os ae ae stata f Ae (A) eas : : Big ots. h) ss 3 ne 4 <n “kh Ve eas Ya 7 | iat a ly 3' - 0 " UZATZ_ TZ. BL tO" ” i: ors SNGPCUTS SAFETY RAIL ROOF. EXTEND DO SEE IVA TO CURB CONC. BOLLARD — , } — , : y VA \ PAINTED METAL | : 55 92" | / Jove 31/32" . | vote Se a eS ETY RA , ; —- HIGH Logo ARCH SIGN. COORDINATE “4 INSTALLATION AND SUPPORT IN FIELD * CLEAR ANODIZED ALUM. SILL TO MATCH FRAME (TYP) t q re | ae 1 ea Mie + Bia: ee Reet, fs cu e S on cr e F > i icc Aicaipaaiidagtloectbesecnaneoitl. i ae a" as, set eres eS A a SET ohne acerca a I VTE NSE AERA \ 1S z ( 9 07 ) 07 ) dV W WV L S d 0 GO O H Y O E H D I A N YS O HL I M NO Y A S H O Je q u n N 4 . a - a . ie : . 8 . 3 sy } i 3 L s - _} + errr rar, Me VEMICUL oro wt lesa EF SE T I Len a C4 6 4) ( 44 ¢ tp r w e l t Pa g e ee N , W A . UN I O N AV E . E AV E . NE RE N T O RE S AN D QU I C K SE R V E AD D LO T LI G H T S PE R BC Ap p r . PR E L I M I N A R Y SI T E PL A N T. AN D MO N R ( Lot 4, as delineated | 7910049001, | 3/ 2 7 / 9 8 | BW | BC Da t e T i t l e : N E 4t h & DEVELOPMENT PLANNING CITV AT ormairaAnt - APR 0 1 1996 oP RECEIVED N_01°04077 E Architectural Ele ding Section (Building) | — Architectural Ele - Roof Plan a a co O TM E N T S er “SITE DATA | Site Area: 1.03 Ac Bo 16 7 aes = = A F ig fs - y / 1 1 Ana oe as > “ = ; Ee i - =e i i i a ‘i ¢ 7 } i ; } - 7 ppm re as Pigs Sie ti 5 \SH ENCLOSURE — ) ae 7 ale ee eee | \ ie 3 ie Sood pap 7 1 i ee ol beeuey nie here mcsne 5 Building Canopy: i core: oO = o. cr WA S H I N G S I T Y C O N S T R U C T I O N 4 A I N V E S _t x 7 ae ee be ; joie Seaupeaninnsnd Sadness Nai Va ey ie me ml x ee = ‘ es a oe an d < - eee = 2G Parking (provided): 39 stan EM E R A I f ri Parking Dimensions: 9° x 20° is) Fo r : is Building Height: M 7 oe Maximum 1 9 6 , 0 0 " | a 15°—0" | Woy ad] Hh a Building Setbacks: Maximum cl om 4th Street: From Monroe: Sc a l e : Ho r i z o n t a l em Landscaping (Provided): 13,90¢ Ff , , N_ 89 ° 1 3 ' 0 2 " W er pe e Se $ 89 1 3 0 2 " € i e i De s i g n e d Ch e c k e d Da t e 3- 1 2 - 9 6 | conditions based sen Consulting Engineers, Inc., boundary and topographic survey, 11, 1s | Ap p r o v e d . L ee n, see Sheet 2, Preliminary Grading Plan. ; y , + _{ tanoscare / | AREA Se e ee SAS 7 ee Ce EXIST. STORM DRAIN EXISTING WATER | pa Winn ewer een ew ee D AV E N U E SO U T H 35'~0" DRIVEWAY i 8 2 1 5 7 2 N EXIST UNDERGROUND POWER = 4 7 L__ pay TELEPHONES Ps EXISTING CONCRETE PROPOSED ASPHALT PAVEMEN PROPOSED CONCRETE PROPOSED LOT LIGHT - : LS Te _ Jo b Nu m b e r eas Pe a4 = v i U x | oe et Fe i oll ee eeu fe he F a - + ite 337 suite wi wat eee ih eee i. i ee Sen, eae en Senn ey OR Cee tae ere ee cy re To teed he Per Cds Ges 7 7 ei if - . Bos! oa : Et ot ma ————— ——— aT Sap ro — = Bae a i te ee pit fee Cae yan eee , oe ie ne ee Oe wee) ras os. oe a ean Serres a Sane nae Ba va es = oaks Aki oe ee Linea = 3 — ares oa mo . _ : : = Cee aS SMI Cake Ie Pegs ee eee ee 7 ah Po e ny On ee ee 16" X 16 ——— TRASH ENCLOSURE sige Mersren N_ 8 9 ° 1 3 ° 0 an Ww W eee ‘i 20° (YP). Pa eee ae ee be ered / me (nF) 4 i _ GAS PUMP ISLAND CANOPY WITH 6 MPO’S | FREESTANDING IDENTIFICATION TSIEN cee 140. S.F. MAX. FA 15° HIGH eF n r e n e e f e r e n t e t t e t e n n i n i n s 9 i | 4 } ; CONSTRUCT 35° DRIVEWAY WITH 2.5 DWG. #FROIN ~..Commonly known as: SITE DATA “Lot 4, as delineated on Ci 7910049001, being a portio Northwest quarter of Se Preliminary L ~ Landscape PI ~ Floor Plan ~~ Arehitectural — Architectural Ele ~ Architectural Ele Roof Plan a ae ie o Site Area: 1.03 Ac Parking Dimensions: 9’ x 2 Building Height: Maximum Alto) Maximum Pro Building Setbacks: Maximum 4 ; Landscaping (Provided): 13,9 dated March 11, 195 z . UN I O N AV E . ED M O N D S AV E a\ j rte No. 373-79 as recorded under King County Recording No. 330 feet of the Northeast quarter of the Northeast quarter of the 23 North, Range 5 East, W.M., in King County, Washington. treet, Renton, Washington 98056 ilding) 4 Building Section (Building) anopy) ae S.F. Max = 10 max -= 32 = 42 max 15° a From 4th Street: From Monroe: y 55° re/QSR 165" qa. lusen Consulting Engineers, Inc., boundary and topographic survey, on, see Sheet 2, Preliminary Grading Plan. RE C E I V E D m a e 1 8 1 9 9 6 NT PL A N N I N G Re G M O F RE N T O N i to DE V E L O P M Ap p r . | By | Ck d . Da t e i No . Ti t l e : R E S T A U R A N T S W C _ IT Y CO N S T R U C T I O N 1A IN V E S T M E N T S ‘C R E E K PK W Y SU I T E 10 1 | ‘W A S H I N G T O N 98 0 1 1 _ ‘S c a l e : Ho r i z o n t a l De s i g n e d __ _ _ Ch e c k e d - 18 2 1 5 72 N D AV E N U E SO U T H (2 0 6 ) 2 5 1 - 6 2 2 2 ( 2 0 6 ) 2 5 1 - 8 7 8 2 FA X PRELIMINARY Re v i s i o n CH E V R O N / OS R NE 4T H ST . AN D MO N R O E AV E . NE . ‘ PR E L I M I N A R Y GR A D I N G AN D ST O R M DR A I N A G E — ENE. armas ia R E N T O N , W A S H I N G T O N WIRE HT = 65.74’ CHAINLINK FENCE FROM NORTH & WEST 1S 0. 1 NU x a8 Ww —BIOFLTRATION «= (ass fame | 4 - Ss DO U B L E YE L L O W ST R I P E LN 01°94'07" E “S I N G L E WH I T E ST R I P E GUY WIRE | — / J} tn: je ae oh ee ae , = U1 wine ef 6686" OND a fe bye © bmn Be Pitt pen es \ = 65.02’ fu. STORMWATER RETENTION eno geman wrpnsice’y fo Hep . iio | 7 : WALT ed @ PE YS 1 | BE bro | | ae a pore HT = 63.44 { ;-POWER / POLE OVERFLOW > HONG! » NE De IF > aar® — WSs a ae re on ne bal GE : oN (TO SOUTHS SRR \ cata TN AF RISEN | Oe Se ee : i \ Re. P OWER POLE CR E E K PK W Y SU I T E 10 1 WA S H I N G T O N 98 0 1 1 SI T Y CO N S T R U C T I O N CH A IN V E S T M E N T S \-WIRE HT A pleigied ies fastest Av a n 2 a en : sy a ITO ISOLATE 7} at Sn ee cl CANOPY AREA | ip" " 9M) [| STORM TELE HONE a : | _ @—— TRENCH DRAIN — on I 4% AREA BENEATH CONOPY i. (DISCHARGE TO | SAN. SEWER) g j + } ‘ v a ee ae _< 1 *. 5 . sea Aa d | ‘ F at | oS en e ! — - SS ne : Se n n e i 1 b F B : ca . ? a » bi = oO ‘ ‘ "1 9 6 . 0 0 " Ho r i z o n t a l FENCE CORNER IS) 0.6° Wx 01° N OF PROP. CORNER = 89 ° 1 3 ' 0 2 " £ Da t e 3- 1 2 - 9 6 FI. FLR en | an LAN Ns | = ally WATER = 3420 fy |} ORV (2 \ ile SEPARATOR / “END A PUNCH N As SI N G L E WH I T E ST R I P E S ee 125° -0" SINGLE WHITE STRIPE 18 2 1 5 7 2 N D AV E N U E SO U T H DOUBLE YELLOW STRIPE Jo b Nu m b e r ye 2" BR le 1=20 LANE cATER % FIND A PUNCH IN AN ie B <a 3A Se y ee 2 : —_=CHAINLINK FENCE | i cr e tt s Ae . FENCE CORNER IS— 0.1’ E. OF PROP CHAINLINK FENCE FROM NORTH AND WIRE HT = 66.16’—~ 7 | 22) 21) 20) 419 16° X 16 — a / TRASH ENCLO’ | Fa Lid a) Wy) x Bal Scie is i eal i i - ' + i J { | | | | | | a | wi —s a a 2 _4 " _ S I D E SE W E R FENCE CORNER IS~ oe Wx O1'N \ Poh 4” BLACK» OF PROP CORNER \ {2 J) PHASE 118 D * 7 DINING | ¥ KITCHEN a —=TELEPHONE, i pe = ~~ ; wh t oT = EXIST. FIRE HYDRANT or fo c rae i Sw CY wes "TRARY re i *> i | | | { | 65.79") i 13) 12) | { | ! 9’ X 20’ PARKING SE | oO ia Rie 1 ad Oo. eet -A G O N Y O . Ga N . ¢ ae DOUBLE YELLOW STRIPE . AIR/WATER DISPENSER ‘to PAY TELEPHONES or wis. 5 i ie “3 ¥ x - Bs 7 \ POWER BN ‘7 POLE \-WIRE HT = 65.02’ yoWIRE HT = 65.74! “S-WIRE HT = 65.30° “-WIRE HT = 63.46" B i e n ? P L A N N I N G EN T O N e a e 1 8 1 0 9 6 CI T Y OF R R E C E I V E D DE V E L O Re v i s i o n Ap p r . | ‘ae e : Ti t i NE 4T H ST . AN D MO N R O E AV E . NE . PR E L I M I N A R Y UT I L I T Y PL A N RE N T O N , WA S H I N G T O N - i ieee ee d 4 ‘ H A I N V E S T M E N T S Fi i C R E E K PK W Y S U I T E 10 1 Sc a l e H o r i z o n t a l = 20 ° Ve r t i c a l De s i g n e d Dr a w n _ Ch e c k e d - Ap p r o v e d . —1 2 ~ 9 6 | Da t e 3 (CEXPIRES 07-07-97 ] | co | +. ND AV E N U E SO U T H — be r As ss hdl al 0" PARKING OIL 1511 PHASE IIB DINING Mu B O07" We] 280.00 TR E E T - wo pbonid sean oT ARCTOSTAPI a Db MINNIZININIS’Y PDeELIA FIN De Ph 5 Ome Te Me FLoKIERIN G PEAR ? HOTINIA FLAGERI/ 4 a PR E L I M I N A R Y LA N D S C A P E PL A N MULTI-erTeEM , BE! eat | mele ays . Siew ey ale va ia BELO Nios COMTAINER | 4 SPACING + CI T Y CO N S T R U C T I O N I T E 10 1 HA IN V E S T M E N Ho r i z o n t a l d. Ap p r o v e 32 1 5 72 N D AV E N U E SO U T H 1 Jo b Nu m b e r oo a Notes and Materials revseo 2/26 REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD — GRADE AND RE-MULCHING TO SPECIFIED DEPTH. PTANCE) OF Be cu C “SHALL. INCLU ESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. , SIZED IN ACCORDANCE wit (AAN) AMERICAN 186). PR S_ RECEIVED NDICATES wee ~SROW ree MATERIAL CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. wie FIRMLY HELD IBROUS. SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRA ICHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE. LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT imal S| __.OR ANSI. STANDARDS..SHALL.BE. REJECTED. snd jase SHALL BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED 1 lg aint — ERIAL, SPECIES OR VARIETY, WILL BE PERMITTED S) 5 ITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SR OBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. ANY NE CESSARY. WEED fee ae RESULTING. FROM CONTAMIN TED OF SOURCES. B) NATIVE SURFACE SOIL oe MAY pt TEXTURAL CLASSIFICATION. PROVIDE AMENDMENTS INC) 1. AND C) 2., BELOW, AND ROTOTILL AMENDMENTS TO SPECIFIED DEPTH. RTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM =NT SLOW RELEA‘' i FERTILIZER ns GRO- FEET O ORGANIC 244-6 AT ON-SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. AS A a SUPPLY. a) SHALL. BE EVENLY ) THROUGHOUT THE ALL. - BE _— an INT ao sage = ee JT INCH (1"), | IM OVIDE THREE INCHES ( eal "To FOUR INCHES . - MULCH, LLE., "STEERCO” TEXTURE AND CEDAR’ ARE NOT ACC ALL GROUND! OVER AREAS NOT COVERED BY TURF. MULCH > SHALL BE THOSE LOCATED NORTH OF THE 42ND a * ore ——t, SLOPE ap MIN’) SH DIAMETER, NET, BY 8—FOOT DOUGLAS FIR (2 X 2 X 8’) DE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8” DIAMETER RUBBER. ED HEM/FIR TO SIX-TENTHS OF ONE POUND (0.6 LB.) RETENTION (LP—22). ~ WITH 24” #4 REBAR PER DETAIL. _ SOD AS NOTED ON PLAN. SOD SHALL INCLUDE BLUEGRASS FOR BINDER. | MANMADE BINDER. POLYETHYLENE EDGING AS DISTRIBUTED BY VALLEY VIEW SPECIALTIES COMPANY, NAME OF "DANDY DIAMOND” PHONE NUMBER (800) 323- 9369; ‘OR EDGER BED al PLAN AND GRADES SITE MAY BE APPLIED PRIOR TO OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. ; S WEEKLY AFTER eo ESTABLISHMENT. "HERBICI sie iS. *NOT INE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED | iS ~y— SPACING AS CALLED OUT ON PLAN/PLANT LIST | HOLD PLANTS FROM j ale EDGE OF PLANTER AS NOTED ON PLANT LIST THIS. i Spacing Detail SCALE: N ON E y-—— 2" COMPACTED DEPTH OF f MULCH; 3” LOOSE y—— TOPSOIL AS SPECIFIED PNSe . — AT 3: 1 Planter Section FEATHER EXCESS ~~ | SOIL UNDER MULCH p———— 1" MULCH AT CROWN-———~ | p—-— 1/2” ABOVE GRADE | 1” ABOVE GRADE —-—-~ 2" MULCH (COMPACTED) LESS THAN 1 GAL. ( PLANTED AFTER MULCH ) undcover Planting Detail -—1" MAX. TOP OF CURB TO TOP OF MULCH PROPERTY LINE 7 OR TRANSITION i? LAP JOINTS TREATED-~ x6" MIN, NY ) PLANTING SOIL. PER NOTES (TOPSOIL)—~ { (SETTLED), 3” LOOSE —-~———_ PRUNE DAMAGED TW Ci PLACE IN VERT. POSITION PEEL BACK B & WIRE BASK to” SUBSOIL FROM t TOPSOIL €S6 ORAEL=———,. | / / ———— 1-1/2" DRAIN AT LOW \ | i POINTS & 10’ MAX. SPACING B . VARIES : CIVIL. DRAWINGS in Parking Lot Planters (Topsoil Prep.) 2B; TYPE PER PAVING SECTION PER” TING LEADERS WILL BE REJECTED ----— PER NOTES; ALL GUYS TO BE FLEXIBLE PROTECTED AT ALL TIME OR JUST ABOVE FIN M INJURY WATER ONLY — SHED GRADE ; AT MIN., LOOSEN AND MIX-——~% AND 4 TIMES BALL DIA. = CONTAINERS. ff E OR COMPACTED MOUND UNDER eal uous Tree Detail B, Less Than 3’ Dia) Re v i s i o n LA N D S C A P E PL A N T I N G DE T A I L S _ AT APPROX. 1/3 TO 1/2 TREE PLUMB TOP 1/3 OF ROOTBALL =~, A MIN. OF 3 TIMES ae “ ROOTB reen Tree Planting (6 To 10° High) HEIGHT x nA TIE IN FIGURE EIGHT XO -: ns amen = TURE MULCH ———— IRAE ORaie - TOPSOIL FINIS TED GRADE: GRASS 1/2" =f ae IN MULCH CI T Y CO N S T R U C T I O N KH A IN V E S T M E N T S _ W A S H I N G T O N 9 8 0 t t Ve r t i c a l De s i g n e d ~H B M _ Dr a w n | Ch e c k e d _H B M . _H B M Ap p r o v e d | Da t e 3/ 1 3 / 9 6 18 2 1 5 72 N D AV E N U E SO U T H K E N T , W A 9 8 0 3 2 G, EN V I R O N M E N T A L SE R V I SU R V E Y I N ¥ 4 it e s ca l : Sd : ; ; rae 3 pS ee Pande = aie 5 Oc a EI deacons i oy Gane wet Pe ere ae hat EUR ee gee Cog a 9 TROT I we ES Meat MURS args ie Me ge a ee as es K; Pie ra a. eo Oe “Fy rer ate ay Ps i : Sai oom TOD) yt ans 7 . ee oN" e eS eal any . t \N N I N G _ ne os; SP Pr ea S a e e e ce 2-2/2" pm" i) i -s a pS bo | a Ss CI T Y OF DE V E L O P M E N T PL A Re v i s i o n | 3' H O " PR E L I M I N A R Y FL O O R BE R ? 5' - O " Ze 2' - B " LL T i t l e : 4 3/ 4 " AL Da t e | 33 S SS S e S S S I N ) I ! i | j = 7 | i ic a l 8- 0 " MO . (2 EQ U A L SP A C E S ) AA A A A A A A A A N A A A N A N A A N N aa a ie 4 af 25 ' - 1 0 1/ 2 " Td ort - 7, gs 6- 1 1/ 4 " =E K PK W Y SU I T E 10 1 - “C O N S T R U C T I O N SH I N G T O N 98 0 1 1 NV E S T M E N T S oe ¢ N., Nice cereee matienn ence nice ama i Ly ! L a i { : {| & P 4 ee cof | ; ¥ gq'-O" wae = i 4'-B" 2 esr a a Tt 4" Pe | / een ak) ae Lees | =e ee eee Bl 4 = = ib y vn . , 4-8 3/4" _ | We g 4" 7A ROLLING GRILLE GYP. BD, SOFFIT | af r ! N\A OPTIONAL | \F\ EXTERIOR 5' - 2 Ve ak vt 7/ 4 " 5' - O 3/ 4 " __ 6-2 1/4" mq" | 1q'-7 1/2" 43'-| 1/2" DINING Hio2 | 5" i Sc a l e : 1 2-04" ~ _1 6 ' - 6 " _ 22 - 3 V2 " __ fe (4 EQ U A L SP A C E S ) me ae Pe ye ae ” ee 325" . 7 ; q 3/4" “D IL + j = “a i g p e ch e a t TS Be r i t a fe n s te e s | i | | . a | : cs ; i | { | | iO ' - 2 |/ 4 " —. MENU BOARD & VALANCE | 5' 7 " 3' - 6 " 5 uc i S MA E S . Mg Ge t e r : i 24 " sx gi a tt s __25'-0" ays4Kpy ss io-o" , | ~ y. | a ™———-LINE OF MANSARD ROOF ABOV eee ese eee a a a ee eee : | YI N G , EN V I R O N M E N T A L SE R V I C E S 26'-0" (5 EQ. SPACES) 18 2 1 5 72 N D AV E N U E SO U T H KE N T , WA 98 0 3 2 (2 0 6 ) 2 5 1 - 6 2 2 2 -( 2 0 6 ) 2 5 1 - 8 7 8 2 FA X CI V I L EN G I N E E R I N G , LA N D PL A N N I N G , so _ 4-8" | — _ | , _ 31-4" 32'-0" Chevron QSR (Quick Service Restaurant) 2 SWC NE 4th Street and Monroe Avenue NE 7 Renton, Washington — | B" MTL STUDS @ 16" OC. | | . . 2 Emerald City Construction and Bee ‘ q ; | a Lakha Investments mod otha. 2 all a _ a ae s | | | ECC# MC-2-96 © ae STAMP ee = iene " - nial eee momen one a _ ” - wes — . viggiicr: — - eee eons . - " enmenne en m airs me Een Po Team r me SRE eect CE ae ete ee ey é SO E EF 3 id i 2. , " 3 ar a Z SE C E I V E D = An k t O N S CI T Y OF RE N T O N m a n 4 8 1 9 9 6 Re v i s i o n —TYPICAL ROOF CONSTR. SEE DIL 6/A6 oe od 8 : T/ ROOF PEAK ree = _ —-—- PAINTED GALY. Psa ; EL, s22'-" PAINTED GALY. ~ 24 GA. METAL COPING ~ i _T/ MASONRY EL. +i1-0" JST. BRG. (HP.) Sf. 12-8" - ee tb | i [C k d . | Ap p r . | ip JST BREE) WEL. +11'-8" Ti t l e : P R E L I M I N A R Y E X T E R I O R PAINTED TO MATCH ROOF + PAINTED METAL FLASHING DS. - T/ SLAB ad - EL. t0'-0" se : 7 | ae 5, TYP ALUMINUM PRA AND WINDOW SYSTEM. CLEAR ANODIZED ALUMIN UM Facet TO MATCH FRAME Pe le e CO N S T R U C T I O N IN V E S T M E N T S EE K PK W Y SU I T E 10 1 S H I N G T O N 9 8 0 1 1 AOS EE. FRR : 1 E | =" ee —: : PROVIDE, No VERTICAL i ON FASCIA “a / ; TO sip CRB 4 » 5 OR STORM DRAIN, TYP. | = saa * ——~- PAINTED GALY. METAL - PAINTED GALY. METAL aon ou, Wd MATCH TL ROOF PEAK FRMG \ \ | \J EL. #22"- ir b . oie % ; [aa p7—~— METAL ROOFING BY COOLER CONTR. PAINT 10 MATCH BUILDING COLOR 'A' - : | p—— PAINT TO MP ATCH BUILDING - 2x4 WOOD STUDS @i6"OL.W VPARAPET EL. 47-3" \ N/ A N/ A LCT =e _AVERTICAL ACM © ©) ‘J JOINT (TYP. OF 2) T/ MASONRY. a EL. +11" ¢ DOOR 1 De s i g n e d _R E K | Dr a w n __ B E K Ch e c k e d —M@) B/ LINTEL a + ciiesinmaaeete a) —— 2) gc ict aca call eta enced eenci Ss ection ick Sa oe | eee = id EL, 4/4" on | rr i ‘ il | in . ne ~ | ——— | es | es 11) ee » 1S) rs CAL GL ane Sysiet MO per THER € 15 ON ir Aa YPICAL. ae See ee | ee — aa 3 ] ti t= = = eens - 7 ; oe PAGAL: S| > _ | - EC 40-0" YI N G , EN V I R O N M E N T A L SE R V I C E S 25 1 - 8 7 8 2 FA X 18 2 1 5 72 N D AV E N U E SO U T H K E N T , W A 9 8 0 3 2 CI V I L EN G I N E E R I N G , LA N D PL A N N I N G , \ FILL BOX, SEE : SECTION 5/All : \ ~ PAINTED METAL FL. wists =f ALUM. € TER & DOWNSP POTS i i BY COOLER CONTR RAC TOR TO MATCH F EXTEND , ae. | rine ar (_»\_ RIGHT ELEVATION ‘a i hes Bi a_i | CT eso ——— a _—_—_—— Chevron QSR (Quick § ce Restaurant) | ’ SWC NE 4th Street ar nroe Avenue NE Renton, Washington | : Emerald City Construc and | 4 | Lakha Investments _ e | 7 — ECC#MC-2-96 OS E aa x eR e gay ere tae | ‘ i it . - 7 Pb gl Loge cae niga 6" CONCRETE _ CURB : gr ge al a (_.\_REAR ELEVATION CT 1/4" = |'-0" PAINTED STEEL LADDER \ METAL SNOW 6 PAINTED ig MATCH a _LEFT SIDE ELEVATION Zs = IO EXHAUST SHAFTS- KITCHEN b' - 4 " SECTION V4" = |'-0" PAINTED 6ALY. Pw e m m m c m a r m a c i a s 1A = \ ar To MATCH . BY C L ACTOR COLOR To MATCH cone & _ — PAINTED GALV. METAL FLASHING (TYP) _ PAINTED | METAL SCUPPER - SEE DTLS. 36, _ AND B/Alll ren LOGO ARCH SIGN. COORDINATE INSTALLATION AND SUPPORT IN FIELD — ee LIGHT BEAMS- SEE ELEVATIONS +17'-3" i. TOP OF PARAPET +1O0'-2" BOTTOM O OF SOFFIT |" INSULATED GLAZING ~ ALUMINUM STOREFRONT SECTION PER PLAN CONCRETE WALK- FOR LOCATIONS: PAINTED pe T/ SLAB Chevron SWC NE. Ren ton, | Emerald ¢ Lakha Inv ECC# MC Sc aks RIOR DOOR "DRIVE THRU INDO —t _—a SEE 4/5p2 —— 1CS (200/444-0400), — EL. 10-0 ~ 2S SS SY RS CS AS NN A mi — NS (TYPICAL) va SF a oa La ‘Cp PAINTED METAL. SAFETY RAIL SEE II/AlIO oe ee TO MATCH F L ditecti hans i ; ie s ae " Pe a s Ok fh | A Sees PAINTED TO MATCH 5 perce. b Co Se ae re Tees eh, ie ah wes ute f ater ee aah HAVANA CA D (PMS #126)OR RIAL SAFETY RED € HAAS #2)57 2262 PEARL TINT Re v i s i o n IO N (BL-310) BLUE (Quick Service Restaurant) + street and Monroe Avenue NE | ngton | BU I L D I N G SE C T _B y | Ck d . | Ap p r . | Construction and | ents | 36 PR E L I M I N A R Y EX T E R I O R EL E V A T I O N S / Ti t l e : \S H I N G T O N 98 0 1 1 . R E E K P K W Y S U I T E 1 0 1 TY CO N S T R U C T I O N IN V E S T M E N T S + Bs ? q : EM E R | BO Fo r : » Sc a l e : Ho r i z o n t a l 1/ 4 =1 ° - 0 " : : 3- 1 5 - 9 6 Da t e METAL SNOW GUARD 18 2 1 5 72 N D AV E N U E SO U T H KE N T , WA 98 0 3 2 (2 0 6 ) 2 5 1 - 6 2 2 2 SU R V E Y I N G , EN V I R O N M E N T A L SE R V I C E S CI V I L EN G I N E E R I N G , LA N D PL A N N I N G , (2 0 6 ) 2 5 1 - 8 7 8 2 FA X ar ae see ee TN Spanien See ae Te ea : oe a 3 : CEN wx r BOTTOM OF TRIM PANEL OFF-WHITE (WH-140) Self HALLMARK 21 CANOPY- 85' ELEVATIC ‘SCALE: V4*s| Io" 4 - 12 SQ.IN. MINIMUM @ CL. OF DRIVEWAYS a 6' - 6 " t ai | io r ST E E L CA N O P Y 36 - 0 " 4 { ft ~O " 42 6' - 6 " LSI #RIC-9S-400 T-4" 33'-4" GENERAL NOTES: |. THIS CANOPY IS CONSTRUCTED OF LIGHT-GAUGE PRE-F SHED ‘STEEL PANELS AND PRIMED STRUCTURAL STEEL SECTIONS. REFERENCE DRAWINGS: SCOPE OF WO Saat L FABRICATOR INCLUDES: JONDUITS INSIDE. NOTE #3 ADDING NOTE #4 OF REMOTE MARKET ———- PLACARD MOUNTED INTERNALLY ILLUMINATED HALLMARK (BY OTHERS) INTERNALLY ILLUMINATED SPANNEFS , | WHITE (WH-835) (BY OTHERS) thd «| COLUMN WRAP (BY OTHERS) WHITE (WH-835) . POS a “POS SIGN (NON ILLUMINATED) (BY OTHERS) 38'-O" ELEVATION “SCALE: /4" = | [- <<" VSAT ANTENNA SWC NE 4th Street an Renton, Washington Lakha Investments Chevron QSR (Quick S Emerald City Construct ‘. BY OTHERS ~ INFORMATION PANEL: BL UE (BL-370) SN FRAME: 210) | DARK GRAY (GY- 210) UDES: ISLAND VALET _ AND D DISPENSER WHI TE (WH-835) = BASE: DARK GRAY (GY-210) REFERENCE LINE (SEE NOTE #3) -e Restaurant) nroe Avenue NE | Re v i s i o n | "W e . | Da t e | ay | Ck d . | Ap p r . Ti t l e : PR E L I M I N A R Y CA N O P Y EL E V A T I O N S Ma e 18 19 9 6 DE V E L O P M E =N Y PL A N N I N G CI T Y OF RE N T O N TY CO N S T R U C T I O N IN V E S T M E N T S EE K PK W Y SU I T E 10 1 SH I N G T O N 98 0 1 1 Sc a l e : H o r i z o n t a l Cp e ! Ca g e | Es ‘i ; a et tp ce e th y 7 5 ores [o a M E R T e C I T Y O F R E N T O N PR E L I M I N A R Y RO O F PL A N D E V E L O P M E N T P L A N N I N G _ R E C E I V E D I' - q " Ti t l e : [h e | at e | oy [o t Ta p e r | f YORK 1O TON HVAC UNIT | SIDE AIR fo a tor YORK 1O TON HVAC UNIT , (®)|| E 125 TON UNIT (EXTREME UNIT) [| al . i. Ss AS H I N G T O N 98 0 1 1 I N V E S T M E N T S S R E E K P K W Y S U I T E 1 0 1 ; i ? ee eet ae od oes : yo g oy v— +. —— . OE ee | jh 10 ' - 0 ' Fo r : 11 9 1 9 | Sc a l e : 12'-O is) De s i g n e d _R E K . | Dr a w n —_ R E K | Ho r i z o n t a l Ri / 1/4" = [-o* 18 2 1 5 72 N D AV E N U E SO U T H KE N T , WA 98 0 3 2 ( 2 0 8 ) 2 5 1 - 6 2 2 2 ( 2 0 6 ) 2 5 1 - 8 7 8 2 F A X r Ps oe Chevron QSR (Quick ‘ e Restaurant) — | a ; SWC NE 4th Street and Monroe Avenue NE ‘ 2 Renton, Washington — : . a , c:4 | ; Emerald City Consir , and 4 7 | : : Lakha Investments _ 4