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HomeMy WebLinkAboutLUA-89-042 - Large Format TABULATION Site Area Building Area Coverage Building Footprint Site Coverage Combined Parking Bigley Retail +4600 S.F.@1 per 200 S.F. 23 Stalls Provided 23 Stalls R¢ f Fa f f i / a / f . 4 f * a : / / Req / 7 z F Mathewson Retail +2,600 S.F.@1 per 500 S.F. 6 Stalls Provided 6 Stallg/Re Bigley Retail Storage & Mathewson Retail Storage +4,174 S.F.@1 per 1500 S.F. 3 Stalls Provided 3 Sta Mathewson Repair/Service +6,277 SF.@1 per 400 S.F. 16 Stalls Provided 16 Stalls Reg +15,887 SF. +6,174 SF. +39% +6,174 SF. +39% 48 Stalls (29% Compact) // —~ EIGN : j MATHEWSON AUTO +11,427 SF. Service Oriented Retail +2,600 S.F. Retail Storage Repair /Service +2,600 S-F. +6277 Sr. NS ma t Q RE M S E M E E to m th i } i i ; i | i ; Se aS Se RE Se ee Se e ee Nir LiGHT DLE roa cr fe Zz 5 i a w z a cr EXISTING PLANT ¢ CURB EXISTING STREET. a aH EViSnNG 4 ud EDSsE OF GRAVEL TO £¢ IMPROVED BIGLEY BUILDING +6,174 SF. Retail +4,600 S-F. Retail Storage + 1,574 SF. CUTOUT IN PSP Ab FZ REMOVED wl eed CL AVETING CURBCUT — — COMMOK ACCESS ¢ASEMENT OO ee ee veka han a em eA STEN OM Re at WN BS ll 12° 2ap.00'. 4} i ‘9 REYISKNS 444 CUIDUT IN ASPHALT W/ ©" Cecio lous TREE = PROPOSED SIDEWALK CNMEOL TYPICAL BYISTING CURBCUT —— PLANNING DIVISION CITY OF RENTON | ECEIVEL Wa s h i n g t o n > Lu onl = ae -™ < OW © = ra aoe m cn > ft anil © cn nm r bcm Re n t o n , Architecture and Planning Leason Pomeroy Northwest. Inc. Royce A. Berg, A.A. President 1127 Pine Street, Suite 300 seattle, WA 98101 (206) 583-8030 DESCRIPTION DESIGN KEVIEW ZITe REVISION ek Co are ‘. 1 SITE PLAN PRINTED AUG 1 4.1989 LPN Architects & Planners DRAWN: Fri CHECK: ‘277! VICINITY MAP SCALE: 1°=200' NORTH TABULATION N.W. ard Place cm W. ard Pisce SITE AREA +15,887 S.F. Zz BUILDING AREA + 6,804 S.F. cee al f SITE COVERAGE + 42.8% CQ p, ; , ; a s : Z| Standard 18 Stalls : E : iS at |\6 Compact 6 Stalls @30~) : . a 5 Handicap 1 Stall (45%) o is ] > a 7 \ y . s Lvl <n Total 20 Stalls mM ‘ 1/200 S.F. (Retail) Airport Way 1/1500 S.F. (Warehouse) . EXISTING POWER VAULT (20 Stalls Req'd) > L Rs } | EXISTING FIRE HYDRANT / € N.W. 2nd Street _ un EXISTING TELEVISION VAULT LL j : . EXISTING STREET LIGHT BOX [Pv a TING 2°x3’ . PROPERTY LINE a STORM GRATE a are > EXISTING LIGHT POLE b> a 43 EXISTING TELEPHONE] VAULT Cc 7, > his yy 45 . / ~ EXISTING BRICK FOUNDATION [rv | So ly —_ - we eee Ss 89°29'11" W 183.03" em , oe ed i | E oe . Ie LKEXISTING PLANTER / me] /- : jer /~ CURB i > ow Q re | Le | \— CURB TO BE REMOVED Z ae > / 77 J | EXISTING STREET } LL _ - fie LIGHT LW ons Pa , , | R + AIL ‘ EXISTING 4'x4’ J ae) [oe / 2 / secur so 1 le WAREHOUSE / STORAGE sada ELOON | E iharsiaer ee ae z a am be) si 6 AE — é 1 . m 9 ’ ly / - id yn | S (+3 ; 1 t 9 S ‘ F. ) | ( am fl eo} 2 5 S iF : ) ay ~ | Lu <x c =) - v4 LOADING.-AREA a Jf 42.5 Aa - : - > QO. a rr of [8 Woe ovERHEAD ‘ iar t é “eta ke a | < PROPOSED 15’ CURBEUT , / a toe oe oy o } abies ce ee ot JO RAMP TO FINISH 1. / | 4 S| otis | iaatiie 7 / va SYMBOL TYPICAL Nes / ROOF LINE ABOVE -=. seal | | z | Z / EXTERIOR COLUMN — id é 7 mane , 7 "7 d . cana ll - be © , Sane : | IN | |. 40 : aH , 1a od 8 Casale aha < AND. SDEWALK) “ eoeeeee ionnnor da . / | | y Sepere rear ox ae Bs sac ig sa eg uaenalige ny To) Getite eae : | LAY Smee | a Serer Us : iz MIND fp were | | oc sane Pome Fout fon fa ed Sates fe @ Bice ecah han a Se RRR | @ [eras ed ft 3 oo oeeenae pee @ | Le, pele | | V AEEOREEE eau : - i i ae —e ee ee ee i = ap wr r cA I | ho— th EXTERIOR | STEPS ce oa = ia ae iT] fas CUTOUT IN se i | =| AND HANDRAIL | al 8'-6” 9-0" +—~ Zz ee os’ ue oe eee j x | EXISTING MAILBOX 2 - ve") | a - _ faa N\ TREE an ” | | | ! | oF oy : 3 nee -— PROPOSED 6” EXISTING &” DECID oa \ | ia | 7 Fd | | 4 eee @ | wae ) TREE TO BE REM@ rors | / = 7 ya ore, > ! EDGE OF GRAVEL TO BE oo | Ps = sila ic | <i _ a oo ) | FT|) RovED ey Me | ee ee Penna iat a Ne ws ‘opening ante | me 513 ae eee ee eee sags ~ | = | SYMBOL TYPICAL DESCRIPTION + a ee el — { ; — “| EXISTING CURBCUT ~ DESIGN REVIEW i ae ro) _ LEDGE OF EXISTING ASPHALT ~ | | } v ! “a | Se es EXISTING CURBCUT ———= j = sear i ee ee ee eee | ne i | / N 89112" E 200.00’ EXISTING SIDEWALK — / Jo. - —~ ; — N LJ er EXISTING 4’x4 | / / ) CUTOUT IN 45 : | SoM ON SERBS EASEMENT A rdbuoie 44 43 ra y a ee nonin ta y EXISTING CATCHBASIN | SITE PLAN 42 41 asl EDGE OF EXISTING ASPHALT p ee r J _-=———— EXISTING CONTOURS PLAtg EXISTING CURB AND / : ray | GRAVEL | My dicta - CITY OF | e EXISTING LANDSCAPING ‘s MAY 1 16) STRIP ECE, 39 EXISTING STRUCTURE APR 2 6 1989 File: 88050\DR1—4 JOB NO.: 88050 FBSHEET NO OF: 4 NORTH DATE: 4-24-89 DRAWN: PRC 1 CHECK: RTJ SITE PLAN 1/10") 1 6” EXTRUDED CONC. OR ASPHALT CURB PER APWA STD PLAN #6A SLOPE VARIES 6” 11+ | re s ae ee RIM=41,5 ee ROUND SOLID COVER MARKED ’DRAIN’ ee SAWCUT 2 ff Phy Aa cae ° a ia es Oe re Ol Cee a , e o— ; WITH LOCKING BOLTS. ee ee ee Fa eT a? f, £ a SE Kons 3 BOLTS ] © + + + + = + + + Bs + PAY N Ee pow! ate Hem ed & 50 ne a ce Ae et Se a { ck oo) ee ea (Sd ie Ve aaige ns a Pees 6’MIN > ZY ‘4-| ~-———STANDARD GALVANIZED 4” CEMENT CONCRETE T MAX _W.S.=359.50 bell STEEL LADDER/‘STEPS, 2” COMPACTED DEPTH CLASS "B” ASPHALT CONCRETE os is ; CEMENT CONCRETE “Y a 1 1/2” MIN COMPACTED DEPTH CRUSHED SURFACING TOP COURSE ———— CURB AND GUTTER PIPE, SUPPRTCS o i C MF A\ a BOLTED OR IMBEDDED Se 1 fa CLEANDUT GATE! SHEAR ASS "B” ASPHALT 2 1/2” MIN COMPACTED DEPTH CRUSHED SURFACING BASE COURSE————~ ’ 2? IN WALL ae ale re ea ee 3’ SPACING. MIN, nae . _ ONE SUPPORT, iia a —1 1/2" — 5/8" MINUS GRAVEL BASE MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS . ma 4 CRUSHED. ROCK ' (SEE SEC’S 4.02 & 4.03 KCRS) saipiigalid i 12” CMP CRUSHED ROCK TYPICAL SECTION NELSON PLACE N.W. rb a NTS / GROUT — ie 8” CONC G DETAIL (TYP) x \ to ; SITE PAVIN ~ / & \ INVERT ELEV=36.80 ——|’.’. ss or INVERT ELEV=36.8 NTS a cee % RESTICTOR PLATE yl O 2’-0"MIN |" 1.9. DIA=3.5" §. - ia Ly so GASOLINE PUMPS | ol ” - 8” CONC S <8 : = va a5 TELEPHONE PEDESTAL | ie vs Pe: Rah . a a/ Pa; { a % S Ls 4"@ METAL LIGHT POLE a PAEe OS oy = aN ON A 2.5 X 2.5 CONC PAD = sls o SS wage ate ” ess ny [sie ——e 4r 48" OIA = < Ae Cre eae es Ee es co ee poets ¥ 8” CONC beh , PLAN VIEW Pe oS . STREET LIGHT BOX | f" | /&e 8 ae Koy CATCH BASIN TYPE Il CONSTRUCT 15’ DWY P ee S 89°29711” W = fia APPROACH PER CITY 7 i < 3 Uithtbe , Saturdays f- Hz 04 4 sgh ee f J cw ik mete Ch f ae a ee ied kad ak: iti CATCH BASIN 4 DETAIL R = 392.84’ Sc/ = , nee: = 77 EX 7" BRICK FOUNDATION — q N.S. Ue Za RIM= 44 25 =, FLUSH WITH ASPHALT wy eel - ~ (FZ nvé41.00 Z er ws yg / FF=42.5 mi ea <¢t 1M. / PA ans 7s ~ PA \ las NWA TYDEL I ” ELEC & PHONE POLE - a J - N | CB #4 TYPE II 48 W/UNDERGROUND CONDUI £ wer ey? : 57 jy pees i Wh, 3 W/RESTRICTOR fy sIT VULSIEPELEIBEILE: JLLLIELL ; \ SEE DETAIL eo ale wou oon ae BOpOODER ECR Nnnnn: BlltnOtt00 Gt 0Stl nn gGt goto oo On tle Cnn n cnn nnn sennnnne . \ RIM=41.50 oe 2 Seoopnoncacs fo PREPS TLE ie eeterr daar ae | riers es : INV=36.80 —- Md) = fi o os are | 0.F.=39°:50 EX MAILBOX TO BE REMOVED / e a 5 1S = ee Of nh _ oe é < cad: / Is a | ot OF > NOTES: a Z T ! >< © je} een ee. Sb: ee Sie , ; = 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RENTON Pa - oO, opie pe [9] erg S 17'~18" CONC a STANDARD SPECIFICATIONS. . <4 Cup oe = 2 @4.12% ‘ <<: —_— = jlo _N . = 4g: 2. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE ad a a apes es —F i “a CONTRACTOR’S RESPONSIBILITY TO VERIFY THE CORRECT LOCATIONS | : e / N g91V12" E S % ie mle U \ m AND ELEVATIONS SO AS TO AVOID DAMAGE OR DISTURBANCE DURING WIDEN EXIST DWY via ‘\ oO ce ae DE an ee eS s=t--- —*, ; - CONSTRUCTION. SHOULD THE CONTRACTOR ENCOUNTER ANY DISCRE— APPROACH PER te / — rs ( _- \ , PANCIES IN HORIZONTAL OR VERTICAL LOCATIONS THE DESIGN CITY OF RENTON [- / — ‘ —_— J . ENGINEER SHALL BE NOTIFIED PRIOR TO BEGINNING OR RESUMING BA i Se i =e Be CONSTRUCTION. , AWCIIT F iG — RIM=38. STD's Ps ‘4 / CB #2 TYPE | sAwouT EXIST PA\ . INV= 36.66 8"S i. 39 oe % \ SY | / IM=43.00° / REMOVE EX PAVING — a 3. EXISITING TOPOGRAPHY BY ESM INC. Fe / NV= 38.20 REGRADE & REPAVE | - Y ) / / / fr | ye REMOVE EKISTING CONCRETE — 5 — | y / ~ WATER SPIGOT INSIDE AREST EXPANSION eo ] te | 4 JOINT OR SAWCUT / , + wo eins lg * / / / | 3 »~ | e / ‘ / | a wo Ye / / 7, CB #3 TYPE | | go 19 j A RIM=39.25 ' PR . / 7 me INV=37.50 = ° 2 _ \ on \ © LEGEND SCALE: 1°=20/ ITEM EXISTING PROPOSED HYDRANT pos ATCH BASIN QO og E PREPARED BY gr CONC POST. Baima & Holmberg In DECID. TREES 3 ELAN SS RE, PE ee berg inc. ENGINEERS & SURVEYORS ASPHALT PAVING 1505 N.W. GILMAN BLVD., SUITE 7 ISSAQUAH, WASHINGTON 98027 (206) 392 — 0250 WER MH © ech DESIGNED BY DRAWN BY CHECKED BY WSH JPD WSH GRADING PLAN /207 1 a = =) ) ar e > LL in O}s , OM] % des OW] . zt]: a Pe NO DESCRIP TION DATE DESIGN REVIEW |4— 24-89 GRADING APR 2 8 1989 File: 88050\DR2—4 JOB NO.: 88050 DATE: 4-24-89 DRAWN: PRC CHECK: 2RTd SHEET NO OF: 4 9 EXISTING CURBCUT ————= EXISTING SIDEWALK — ia ee 7 _ A \— RED MASLE —— ACER 2LBRUM—_- (ALLE? § BURLAPPED) os, PRUNLS SERKULATA ' cal. Bde ee ERRY—BEN) HOS!” a * L. Bee EDGE OF EXISTING ASPHALT fox FLOWERING CHERRY EE H EXISTING CURB AND ~ , PROPERTY LINE S 89°29'11" W 183.03" -— CURB TO BE REMOVED CURB rEXISTING PLANTER & ES CE SEES EE OES GEESE ee 22> ET A CF = 42 ’ 162’ 200.00’ N 899112" E \ | GRAVEL AUEASTRIAN BLACK PINE-PINUS NIGERA (0-TUGT BE® GUTTER EXISTING LANDSCAPING Let. | _ BLODOVENIDIEON ae oe vein pe BELLS” ———— AME ———-—- 22-24 GT CONT. (CONTAINER — RuogepBNDecon SENOKW EADY ——————— 20-24 4G CONT. — —~ EXISTING STRUCTURE [L KA JLNIPERUG SABINA a aie, — Howereger JUNIPER — ARIE GATA” ————-. 29 ~ 24 4GT CONT, 1 it “ey —ENGNH > aoe — HEmDeA HEL|K« mn prt om CL, Ul, pp S22 oSTONACER- << TONEASTER. ——| GAL. Pn ey DAMME! e 9 +e wm mer rx actltbain, fh Pos es 3 Si t Bx pCR, las WY » 4 . & oe 2 High E N U E N . EXISTING 4’x4’ CUTOUT IN ASPHALT > < co Ww z eaRThee RERM EXISTING 4’x4’ 5” DECIDUOUS TREE EXISTING 4'x4’ CUTOUT IN ASPHALT WITH 5” DECIDUOUS TREE NORTH LANDSCAPE PLAN BFile: 88050\DR3—4 MDATE: 4—24—89§ EDRAWN: PRC ff S CHECK: W101 1 & IG L E Y BU I L D I N G = Wa s h i n g t o n > LJ ul — mM - < 0. Re n t o n , DESCRIPTION DESIGN REVIEW LANDSCAPE APR 2 8 1989 JOB NO.: 88050 [SHEET NO OF: 46 3 RTJ STOREFRONT DOORS PER TENANT’S OPTION MECHANICAL UNITS Zz PF METAL PANEL FASCIA EXTERIOR INSULATING PANELS C) METAL SIGNAGE BAND ——_—— CONCRETE BLOCK PILASTERS — 1" INSULATING GLASS — NON-BEARING COLUMN aii a , » 070 ™ = — i a ee Race aerror eer oo — ry wie 5 BAemON 35 2 M 0 0 / 7 1 Ww S 0 pa 0 0 ou tas, ? yo F ¢ “ i) A > to. oe (po Y oobi, 242 : | — 1 ——— 5 0 4 9 P0000 it Bl . . ; ae = : a || ee ee : : Lu 2 "Mp 000 ak : : L oe oo a oe 2 i TS by ee a 080% 9% 4 Inno “pong 1) i 1-0" 40’-0" a 40’-0" F 40’-0" a 40’-0" fi 1’-0° P 1 1 162-0" 1 1 ©) 5 - — SOUTH ELEVATION — © M i 5 iv) . : se © CONCRETE BLOCK LIGHT STANDARD = > LT Nes © Ly aa PA ee _ at | es) ce ot c 0 T HANH Tl HA | | lA il In UT | | | _ io be L i 2 ) 2 % B NNN aac cA AS00000 Aaa S100 0 0 60M j : Oo. foe ac My / N P | / i 8'x12' TRUCKDOOR 00 0 DESCRIPTION 0 90 4 oye - iim DESIGN REVIEW - TTT ; mm 4 TMT Q [ Mn, “ql ul | HA AN il fp ’ 080% mG Ino "poop i) Oe . 7. 089% 9% 4 a0 “mpono ELEVATIONS | 42’'-0" 7’-0"* 1-0" 50’-0" | EAST ELEVATION WEST ELEVATION APR 2 6 1988 File: 88050\DR4—4 SHEET NO OF: 4 4. JOB NO.: 88050 DATE: 4-29-89 DRAWN: PRC CHECK: RTJ ELEVATIONS 1/8"| 1 TABULATION Site Area Building Area Coverage Building Footprint Site Coverage Combined Parking Bigley Retail +15,887 SF. +6,174 SF. +39% +6,174 SF. +39% 48 Stalls (29% Compact) +4600 S.F.@1 per 200 S.F. 23 Stalls Provided 23 Stalls Req Mathewson Retail +2600 S.F.@1 per 500 S.F. 6 Stalls Provided 6 ee Retail Storage & Mathewson Retail Storage Bigley ve 4 S.F.@1 per 1500 S.F. 3 Stalls Provided 3 Stallg’ Req / Mathewson Repair/Service i ele 400 S.F. 16 Stalls Provided +6,277 S.F.@ 16 Stalls Reg / / a j/ / i i é / / / if fd j 5 f jf f / | / EV1A2ZT SF. Service Oriented Retail +2,600 S.F. Retail Storage Repair/Service +2.600 S.F. +6,277 SF. / MATHEWSON AUTO Lc. 1 Hoe] 2y | ss ¥ — EYIGTING LisHTHDLe » 2 : nl bas | i . | L¥ eae | PLOPEKTY LINE — ae Sis i ~ ab , | a - ive} — EXISTING TELEV SION es 6 er20'II"w + 183.07 , 4+. —— - a (0 ees iA i Me Re a ee _— — — seen sm ete aa y stiaaaia — Ted EV icne onéeerLicit cents — oe st i : ; jr oi Ft eh SEP | “4 — in ft |. ee | _| del E ge iene 7 ye a Au 2 -O 9 . =e a — EXISTING BRICK | + BYIGTING TELEFHONE ! a ae Me | : | | EXIoTIG STREET. “— } : ca f o Lett / 2 me coes ) —~ EMIETING 444 / ” eas ho CHHOUT IN / “se —_ | dc: | | Pode T- / 41 - o" 89-0 it42 an / S _ BIGLEY BUILDING / 9 | ALKTING- 47 -4/ 8 | aoeeee, 30am lo 4g oe ie y +6,174 SF. Levicmule 414 POLS / } Retail +4,600 S-F. CUTDUT iN PSP BLT none ae or y Retail Storage +1,574 S-F. ee ae ww DEClOUOS — } /, i i asm j cre ri Me\L2o, ae EDGE OF GRAVEL | 2 f TO BE IMPROVED | 4 . wr ie ee/ et" Ne co ail —— = = — = : = t m hae RROPOSED SIDEWALE save ona is } ESS BASEMENT NET ING CURBOUT ———p yee REMOVED phen ” si e P a AUG 1 4 1989 7 : ar song , " A ; C eterine N 89 ll'|2"°6 200.00 ECEIVE CURBCUT —) ¥ ORNISTING CATEHBASIN SA-O42-8 Wa s h i n g t o n TH E BI G L E Y BU I L D I N G Re n t o n , > Lid oud mM ow < Oo. Architecture and Planning Leason Pomeroy Northwest, Inc. Royce A. Berg, A.A. President 1127 Pine Street, Suite 300 seattle, WA 98101 (206) 583-8030 DESCRIPTION DESIGN KEV iEY/ SITe REVISION Fen ee te 8 SITE PLAN rKRIN@ED AUG 1 4 1989 LPN Architects & Planners DRAWN: UU | 1 CHECK: Tr) L8 - % h 0 - Y S uo Bu l y s e p A ‘U 0 } U S y Y O N I G I N G A A I S I a d A H L Suife 300 g, AA. President Street, Pine DESCRIPTION CITE PAN REVSION B 4-69 AUG 1 Y 4989 Leason Pomeroy Northwest, Inc. seattle, WA 98101 (206) 583-8030 Royce A. Ber Architecture and Planning 1127 AA T 1 D I d LV d JOB NO: 6,050 f— SHEET NO OF PLANNING DIVISION CliY GF RENTON AUG 1 0 140y | ec i e n t ge n o m } +H TRS RBA RABE sacRsIRNeRWE an are + \ : } } 4 se 1 . oe AR E R R ne Sp re n e % t i i | | | OR M E EA LO E AB E R BR E D ME T sl p 1 ; i ee s ce e ' } tz —— " a i fr - "i | i > 2 ‘ E : 6 ie | : Fg & i} : Pi a s t : me i 4 ee i ~< nh ' SS en ae oe s a a " ~ "a i- ry aa | ees 4 ne ee —— f ' ! | | ~~ a 4 ‘ 5 \ . is } o | U q we l i) \ a |. 7 Po r e s Pc t ii j ' i id A ii \ & { = & § F } } ; ' b— i / { | : { { ‘ i p> —— - ? } \ ci e a n e n i i e n a s i t i l l ti pe a n ; oe 4 z cc s ai l F } mi n e = ee gg nm m e n c m m a e e n g e n e n e r a r e e : i nr 7 } on — si t e s i : it ii ao e , ; é ‘a it — 4) | j | ee , Af I ee e : : ih . Af ee ay iF : ow i en d f i. | da s 4 li * y i ‘3 ‘ ' : if + } ™ i \i by i 4 ' 3 3 3 ‘ \ { ag be is i G- 77 : ye BI — r ae : if es i en e tn m, le ; * at > a ‘ SS O AD i i * ; — : s > ti i : 7/ iN Si t | / f 's : ai be £ a y { ei t vn ) : | =" | | (5 r : rr - e ii : { (f 5 \ at co m e | ‘| 4 (2 iy i —— = me | al ‘ Fi A ot % w i % is N : se ; Ry tv i of 4 ‘ A i { By : Ln 9 fi 3 a : . a e- ae —— — — — - - —- — _ _ — _ + 4 | +| i | f a a Ni ] Ce LE Rats OR DE Ris RESO BRLIS eis Desa ” “~ ~ 5 | " B Ne , m 7 & i . H } Fy BIGLEY BUILDING $6 174 SF. | | | | a i RRR SANNA AUSSIE Sans BE en . oc. i PE Ae eRAIRENTEN e ¢ ee rj : i i f é consume - Sse 2 See = it y ~ oe a VICINITY MAP SCALE: 1”=200" NORTH TABULATION N.W. 3rd Place SITE AREA +15,887 S.F. BUILDING AREA + 6,804 S.F. SITE COVERAGE + 42.8% PARKING | Standard 18 Stalls Compact 6 Stalls 302) Handicap 1 Stall (+57) Total 20 Stalls 1/200 S.F. (Retail) 1/1500 S.F. (Warehouse) EXISTING POWER VAULT (20 Stalls Req'd) EXISTING FIRE HYDRANT = AIRPORT Li n d Av e N. W . St e v e n s Av e N. W . Airport Way 44 “ EXISTING TELEVISION VAULT EXISTING STREET LIGHT BOX lev | —_ - | ra EXISTING 2’x3’ PROPERTY LINE ro STORM GRATE a ig EXISTING LIGHT POLE en is EXISTING TELEPHONE} VAULT 45 “ ; - giBasive / EXISTING BRICK FOUNDATION Lv | Jan S 892911" W 183.03 ; — —— — a ‘ia | —_—— —— = —— = | RF] eu | ee: LEXISTING PLANTER & “CURB : | a 7 oe —— CURB TO BE REMOVED es a a \ @8,79 S.F.) oe | «G8, 625 Wa s h i n g t o n EXISTING STREET LIGHT | EXISTING 4'x4’ CUTOUT IN ASPHALT 79 . 6 1 ’ 42 " = 0 ” LOADING AREA 8’ WIDE’ ‘OVERHEAD 7 PROPOSED 15’ CURGEUT ~——- | Bo] eae an va | a 4 Pa ANDSCAPE STRIP : 1 | / > FLOOR / f Fs Pa 162’ ROOF LINE ABOVE 1] / Ca | on / Goooae / EXTERIOR COLUMN —\ A vi + — een es ben : a a~——t -—--— } : ee | AND SIDEWALK) ORT ° GUDe? ae | RO DOa SS aaa UE NIA SpDDEDODDy deeooeeooooe 7A RECOODODE: 0.0 JOOS eM a I RA eR ott Tie Os ee en Be ee ee MING ne a ee OP) Gree ek Se fe RRA , ¥, a nnd pees Cothaathan ania aua ar pe es ae im poo - EXISTING poe POLE bb a a oe ney, | j [@ @ nennereneees ———t: 9 | > if ae 2 co bk < O O < O =" > m > ff il = on ut = -— Re n t o n , 42 ’ N 00 ° 0 5 1 2 ” E PROPOSED SIDEWALK SYMBOL TYPICAL EXISTING 4’x4’ CE iene ae : > CUTOUT IN Bak ad = ASPHALT WITH ) i Cee ~i¥ 5” DECIDUOUS if serie ween — TREE Pas ooo —— PROPOSED 6” baci | CURB” P ‘il EDGE OF GRAVEL TO BE sets Ke 7 y = \_ EXTERIOR | STEPS | . == AND HANDRAIL or a 8'-6 at! | 1 wo 24 - 7 4 Je " VE N I T 18 ° TY P / 46 J EXISTING <a DECID EXISTING 3 TREE TO BE ‘ ‘ 14 TY P 2’ VE H I C L E OV E R H A N G a “a . ; HCP 1c : | 7 IMPROVED i 3 he J 1c is — we 2c a ' 3 i oo, ) Pd j / _ oe ee zm le ecgememmmnrnccineme:', apsial somalia ttt | —N— ——_ — Se i ea ae eae PROPOSED LIGHT STANDARD — j= = L- ~ SYMBOL TYPICAL DESCRIPTION sets EXISTING CURBCUT DESIGN REVIEW 1 ra n EDGE OF EXISTING ASPHALT _ — ad Zn eae | ae nj : + 1 apmnnsmpcnscsecns crn tea A ——- EXISTING CURBCUT ———= j Dee 2 oe | hia —-- — - - Or TT —_—— ig | | N-891112" E 200.00’ . a EXISTING SIDEWALK — EXISTING 4’x4’ / CUTOUT IN COMMON ACCESS EASEMENT vs r ASPHALT WITH ! | 5” DECIDUOUS 43 k ‘ TREE. ? f EXISTING CATCHBASIN ws fe 7 J Y SITE PLAN EDGE OF EXISTING ASPHALT / Pe | : | J = EXISTING CONTOURS PLANNINe 6: | EXISTING CURB AND 4 Yo CITY OF Rey, >, sae | CUTTER 40 Sign 5 ae EXISTING LANDSCAPING ee ae, ee E 1 1999 STRIP i ee CEly Ie 39 EXISTING STRUCTURE APR 2 8 1989 File; 88050\DR1—4 JOB NO.: 88050 DATE: 4—24—89 44 Se e SHEET NO OF: 4 NORTH SA-OY4¥2-F9 1 DRAWN: PRC CHECK: RTJ SITE PLAN 1/10"| 1 3 30 t 6” EXTRUDED CONC. - OR ASPHALT CURB , » PLAN JOA ‘ 7. . sie ; ng — 5 1'+ SLOPE VARIES —— J’ os "a een rn ake ROUND SOLID COVER = MARKED “’DRAIN’ SAWCUT 227 A aN wItH POEKING BOLTS. e 2.00% 2:7 ae ee rae SEE KCRS STD. DWG’S 2 RATES SS SSNS SI oe By on —_ oe ae i—+—4 o q © Oo ro) q Oy ttt +e ee tt + + + + +/+ *YF 4 fe f Bosse ietage ee” se | eae gee: H a ee fa =] CARRS As Bee 6’MIN i ‘g STANDARD GALVANIZED fe. WAX W.S.59.50 |" y TEEL LADDER/‘STEPS. 4” CEMENT CONCRETE Oe Bs ee Se tee ed 2” COMPACTED DEPTH CLASS ”B” ASPHALT CONCRETE a a = NO. 39 CEMENT CONCRETE oo 4. Lo COMPACTED DEPTH BOLTED OR IMBEDDED SP 1 Oe, CLEANDUT GATE: SHEAR CLASS ”B” ASPHALT 2 1/2” MIN COMPACTED DEPTH CRUSHED SURFACING BASE COURSE _ 2" IN WALL ane 7 GATE, SEE KCRS STD DWG. ONE SUPPORT. ia ee ees . -+— 4: ——= 1.172" se 5/8" MINUS GRAVEL BASE MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS e - CRUSHED ROCK / (SEE SEC’S 4.02 & 4.03 KCRS) ivan te = ae ae ale ION NELSON PLACE N.W ae i aes ai TYPICAL SECTIO .W. — N.T.S. 8” CONC / Nae 7 ET AIL (TYP) & INVERT ELEV=36.80 ——T" o. ef = ELEV=36.8 SITE PAVING D ‘ 4 aq] ‘ 7 v RESTICTOR PLATE ao O 2’—0"MIN [oe N.T.S. Og inna a baie. | pt « ; Bis Se GASOLINE PUMPS yx a a o 8” CONC S oe TELEPHONE PEDESTAL f ay Ld 3 ¥ - a 4 4 Qy / =. / POWER VAUL oo o => Qs 4" METAL LIGHT POLE 4 e 2’-0, MIN} Oo Ns ON A 2.5 X 2.5 CONC PAD 3 re aaa ee oe A cme 48 DIA tgs &} a) ia TV BOX rn oe " = Bae pF Et oat ear eR Ang IAIN PS pt ay oe te, ra iilink dae ae Salil 4 ae 9) a og ¥ os Pathe / Oo HQ & ViF &S meet | X f"| /& / Pre Oo (aes REET a CATCH BASIN TYPE Il CONSTRUCT 15’ DWY 2 Ee , 8 89°29'11" W 2. yyy | PER CITY ion S Mia TMG BWE Be ; \VAULT oF eeatoN STD’S / ms cx Spi fst (ies Lz GILL Y \_—— TELEPHONE os by vw on OO ie \ phy # — a a Y an \ STREET WGHT CATCH BASIN 4 DETAIL A= B35 142 a ” v2 a a ry > I oS ee W/STREET LIGHT BOX meee Pa x gr -" SF Ge EX 7” BRICK FOUNDATION ‘ \ 11. Se R= el » i th a tise Ly FLUSH WITH ASPHALT A wf. oa Y, 12 | Loe. 40. 3 / Sy RIM 44. TP hi, e) Pak woe S27 Perel” rF=42.5 S hl Fire Y) 2 a. ho) Z see 4 TYPE 48” ELEC & PHONE a © i a a ais Z oy y U), - ‘ff VA, al oo" cae 23 ft STR] — é W/UNDERGROUND CONDU y Pf p sy 7 / 4 bas \ f: ETAT 10 BLL a LLL - Le Lit Hep Lhd hs PO BRT SR \ a - co Saude Goo a ere ee ee ee fevers a. Sas sos pee Ee i eee ooo : : : 3 . : es 3 a | NV=36.80 | 0.F.=39.50 ae — E ie s EX MAILBOX TO BE REMOVED x )d 2 NOTES: : % Ve 1 Ola f J. | .. feb 7 eee ee ee ek) ere Se es ae eee ” nea 2 17'~18” CONC lm STANDARD SPECIFICATIONS. / Zo ie i @4.12% ag s f ‘ so : ~ \ 5 rt nd z / de +h" i | | m ae! | Ug > a 5 ls oo ae Oc Pies, sedan lite: eng —, in WIDEN EXIST DWY Vo nV ds pe a | WATHR METER City OF RENTO << , / - te estos ____——t~ fy } CONSTRUCTION CITY OF RENTON | 3 EXIST CB_ | 3 2 S1D's x | / | 2 TYPE | SAWCUT EXIST PAVING NV=36-66. 8°S \ of & / See Jule oe code FP se OS) 3. EXISITING TOPOGRAPHY BY ESM INC. fe | iM=43.0 / REMOVE EX PAVI | gl S Sf / NV=38.50 REGRADF & REPAVE | oe / [a sh (acliove gusts concreré yo waren secor mse Tf O NEAR WATE | / 5 } ee / JOINT QR SAWCUY / y, cecal , 2 \ / | ipa oo ia \ | / ) / / / I | 25 =, fe * ) 4 4s © ' TYPE | | — ~~ °F | / / CB g3 TYPE | | | 38 a r / / / 7) RIM=39.25 , | : oy / / 48 INV=37.50 | 7 = © - mogt sy ™ a % | oe | © LEGEND SCALE! 1°=20° ITEM EXISTING PROPOSED HYDRANT pos CATCH BASIN O Oo PREPARED BY 9” CONC POST O DECID. TREES o ASPHALT PAVING SAN SEWER MH © 12” CMP PLAN VIEW - ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RENTO LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR’S. RESPONSIBILITY TO VERIFY THE CORRECT LOCATIONS AND ELEVATIONS SO AS TO AVOID DAMAGE OR DISTURBANCE DURING CONSTRUCTION. SHOULD THE CONTRACTOR ENCOUNTER ANY DISCRE-— PANCIES IN HORIZONTAL OR VERTICAL LOCATIONS THE DESIGN ENGINEER SHALL BE NOTIFIED PRIOR TO BEGINNING OR RESUMING ~ ENGINEERS & SURVEYORS i505 N.W. GILMAN BLVD., SUITE 7 ISSAQUAH, WASHINGTON 98027 (206) 392 — 0250 DESIGNED BY DRAWN BY CHECKED BY WSH JPD WSH GRADING PLAN /20" 1 S; U I L D I N G IG L E Y ie | Wa s h i n g t o n \ PA T BI G L E Y TH E Re n t o n , NO DESCRIP TION DATE DESIGN. REVIEW 4—24-89 GRADING APR 2 6 1969 Sh-042-89 File: 88050\DR2—4 JOB NO.: 88050 DATE: 4-24-89 DRAWN: PRC CHECQKI< ORT dts SHEET NO OF:.4 2 -—- CURB TO BE REMOVED r EXISTING PLANTER & / PROPERTY LINE S 89°29°11" W 183.03’ oan Fh see eee qa aa > 5 ened —_— <a> Sa eenetiattaeetatininnnetiataal an «a> ew ewes. a, qa - > a ELSE ST TE TD, au» —au== Seemed =. c ve) rent = z = 7) Ww > oS mall LL = a —I ou TT 5 wv > bial EXISTING 4’x4’ CUTOUT fea IN ASPHALT i= < 0. Re n t o n , < oc Po z Ne sf REO 162’ LAK re s } ai Ee an DTT 2 Hah eacnleg = res sel ae <4 | * : EXISTING 4'x4' e 4 CUTOUT IN | | ASPHALT WITH 5” DECIDUOUS | | TREE | | LL | | | | | Lie L samt Eee! rs.) Pe) RELL LLL TE ID t cenel => | ate tienen ena aE a as tea N 891112" E 200.00’ — DESIGN REVIEW EXISTING SIDEWALK — ee ee oe Re NS NE EES HH on = , rn cize é (AL EXISTING 4’x4’ COMMON NAME BOTANICAL NAME SIZE 7 REMARKS CUTOUT IN en ASPHALT WITH tt ae! CAL Bee er A") — eep MaelLe ————AcEKR 2pBeUM———- (SALLE ¢ BURLAPPED) a —, PRUNUS SERRULATA ade 4 —_ Ks SReeY—BEN) OOH!” - ———— & CAL, See EDGE OF EXISTING ASPHALT Bie, NAGE A Cy ti EXISTING CURB AND a oe — a ls dake | axils GUTTER —— AeSTRIAN BLACK PINE-PINUS NiGe@e O-TUGT Bee = EXISTING LANDSCAPING pee ones 4 STRIP | Ce poe 4AM, 20-24 GT CONT 7 (CONTAINER ()—< Hon be ‘DY SoD ME 20-24 MGT CENT. SCAN LE 5k ns | | EXISTING STRUCTURE e oe JUNIPERUS SABINA 7 a Lo’ 2 — HosRReBer JUNIPER —-\VARIEGATA QO -ZAAET CONT, _ Qe AhG 6) — or i\-9\_| 1. er Wei. ————d ror, woc a. APR 2 8 1989 i SN Csi Mo AY t a OO | =) Y ° CA4 D4 — re “3 : ties AB PONG 8 : SA-092-89 QUAM, _— DEEARBEREY CTTOURACTER-— << So TONEASTER. | GAL. fie Fvprited DAMME! , : JOB NO.: 88050 & hae i ( Al NORTH : : - SDRAWN: PRC S CHECK: LANDSCAPE PLAN ___ [iio] 1 | RTJ STOREFRONT DOORS PER TENANT'S OPTION METAL PANEL FASCIA METAL SIGNAGE BAND MECHANICAL UNITS EXTERIOR INSULATING PANELS -——— CONCRETE BLOCK PILASTERS -— 1° INSULATING GLASS — NON-BEARING COLUMN oP 7 eS Tim wa TP TTT mM 17 —_— LW Mi | 0 yi of? 0 0 0 W oy < 0 , ~ Bg 0 an) ip > 00” Oty Pi ae 7 ag + 0° 1 "¢o0000 0 a 8 ' “¢ 0 . oe : a 2 "bp ona LI dl - : : ba’ - , 080% 5% 4 bn np “pong 11 - 1-0" 40’-0° # 40’-0° LY L 40’-0" L 1’-0" 7 we | CONCRETE BLOCK LIGHT STANDARD wa L q C PUTO A a 1 60 @ : , 0 ry / 0 ey 009 . - Te y 0% P ¥bo000 || “0 0 / 0% 2m 0 \\o pono tT) 8'x12’ TRUCKDOOR 00, 00 a 00 00 0 ee : AN ss." an all [ ~ Mm 0 a TT MINT | | HL Mm, i ih | . AUT Em CST EAST ELEVATION 42’-0° 50’-0* WEST ELEVATION ELEVATIONS 1/8" 1 Wa s h i n g t o n © = QO = s a > ff sail © a Wu = fps > Lu onl =< aa) = < 0. Re n t o n , DESCRIPTION DESIGN REVIEW ELEVATIONS APR 2.8 1989 O-042-84 File: 88050\DR4—4 SHEET NO OF: 4 4 JOB NO.: 88050 DATE:. 4-29-89 DRAWN: PRC CHECK: RTJ