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HomeMy WebLinkAboutLUA99-157- large format : TBE ie <) e Of VAS, ce + fe oe ——— Oi. 0g ee eee a: Se A : 3 zg — —_— ‘= / LAND CL FI E L D B O O K : DR A W I N G NO : DA T E : PA G E : SH E E T : S. W . GR A D Y WA Y RE N T O N , WA S H I N G T O N SCAPEXSTING 50 /ERHEAD — i " NA BS fo ee 4 —rti<—O*wsrC—~—~—“‘“‘(C(‘(‘(<‘“(‘<(‘(S?‘(S<(‘(<‘(<é‘i Ne aoe lc kw el! KG ~ POWER LINE EASEMENT fo OSS &) oy Y, : - ae LC Urrrrrrtrt—“Cts rr lL NN NN IN EXISTING 50’ POWER FO R HO M E DE P O T , IN C . CL E A R I N G PL A N EXISTING 10° SAN. SEWER EASEMENT HO M E DE P O T ST O R E RE N T O N , WA S H I N G T O N TR E E CU T T I N G / LA N D JO B NO : 62 5 4 TR E E CU T T I N G / LA N D CL E A R I N G PL A N TI T L E : | oo a | ame Ste — % Va ween * L = 291.29 C = 147.60 ST A : NO PA P E R SP A C E : “f e CI T Y OF 2 RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . aed AND CONCRETE NU, — | #2. _ Wa LINE, EASEMENT TO A REMOVED UNDER ge we hs oo : oa oS oe : oe ae es : RO jy el , - SEPARATE PROJECT a , ; 3 . > 4 i . e 7". a aii wt s % : See : : aac g os ee oe es : Rea 4; . ‘) 3 . Po j oes: ‘ a ; s : ; z : oe : se es SEES EES ae $e ee : vat F of od 3 re a E 3 { LS ie a ¥ 7 i : SS Bae : pee as eh : mee < : a , 4 2 Law ee . . a a - S “, - i , 1" PMS a Pa ci ; LEE Ee : : fei NES ss ee meee es ne : pe a0: 3 4 : » Be a" hy * i é ee So a : at fo ee Sen eee i FA o Zz. id ; ? so oe “ ‘. ; i ‘ oe us : es ae ; : : Eee on oo , ‘ ; ay UA = axe : ke - eS , 4 , ee : < a a R= 62.00’~ 2 4 , 3 ae } aes : ce : a : , ; , ms A tre gs * ¥ , Za y i fy Lo or pro F artay . 25" EXISTING OVERH 3 £ f OWER=LINE- TOWE ro >. ‘< ~ . : : : — : / i a A IOs eM N s 7 2 y 403 Wooten : . 4 oe 48 TO" REMAIN’. | 7 2 a, ty ? Z r. tend ee o ~ 3 s 7 ar} , Cs S ans 5 y/o yd Zz 7 F ig v 24 14 » : / wee fd Y HZ rae) ; \ Pa Me i y < Se ay, Ne ey Mes Al : «Qos , A | % SS 9 zg ae Ar 2 5S J . Ry v \ p SC A L E : PL O T Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r Fy 10 / 2 2 / 9 9 OR A N G E , CA 95 8 6 8 PL O T DA T E : NA V D 19 8 8 HO M E DE P O T US A , IN C 38 0 0 WE S T CH A P M A N AV E N U E VE R T I C A L : HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 ON E IN C H EXISTING 10° POWER - LINE EASEMENTS TO BE RELOCATED ON E IN C H AT FU L L SC A L E SC A L E AC C O R D I N G L Y {F NO T AL E : | | SC . FO R : PROPOSED = CI T Y OF RE N T O N RESTAURANT BUILDING BS W CH E C K E D : EXISTING 10° POWER LINE EASEMENT SU R V E Y E D : DE S I G N E D : DR A W N : AP P R O V E D : AP P R P: / S D S K / 6 2 5 4 / E N G I N E E R I N G / X R E F / DA T E XR E F : 18 2 1 5 72 N D AV E N U E SO U T H KE N T , WA 98 0 3 2 (4 2 5 ) 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 , (4 2 5 ) 2 5 1 - 8 7 8 2 FA X BY LEGEND PROPOSED CLEARING LIMITS EXISTING DECIDUOUS TREES Sy ~ . [EXPIRES 01-07-07 | RE V I S I O N ( al ’ CITY OF RENTON EXISTING EVERGREEN TREES s aN po 7 . Pee aieverre eee ciedues woes EXISTING ASPHALT LL EXISTING CONCRETE Retr ae P: / S D S K / 6 2 5 4 /E N G I N E E R I N G / 6 2 5 4 — X 1 . D W G DESIGNED _— pate _ 10/22/99 ss LENO Twig w Get ae ey | DRAWN : || a EXISTING GRAVEL pos oN en es CHECKED _AK ss scale 1” = 50’ __ FIELD BOOK. ss PAGE__ FI L E N A M E : APPROVED NO. REVISION BY APPR. DATE DIRECTOR OF PUBLIC WORKS SHEET 4 OF __ 4 Fi o : P:\SDSKPROJ\6254\ ENGINEERING\6254—X1.DWG Date/Time: 11/05/1999 08:37 Scale: 1=50 Briansw Xrefs: 26254-S,Z262541,Z6254-B, a ala [D- SK ~ + BC E . JO B N O , 62 5 4 co : 8S W JO B NO : 62 5 4 NO ST A : PA P E R SP A C E : SC A L E : 60 PL O T 10 / 1 5 / 9 9 PL O T DA T E : P: / S D S K / 6 2 5 4 /E N G I N E E R I N G / X R E F XR E F : P: / S D S K / 6 2 5 4 /E N G I N E E R I N G / 6 2 5 4 — G M . O W G FI L E N A M E : T : + . . ” . | N 5 een a EX. EDGE OF mead ; BENSON RD) i a Sie O ra so /, : TLE G=,5 EXIST. SLOPE TO Nee SY tag? [a wooed arene oe _ I - (@) REMAIN UNDISTURBED\ “4S mee aR NS WY Y JAA fo =O is gh Kg : iy / ta nel NN Wty — < 0. = TL “a gf $9 ). , \ ase S a Zz IEA : . eel \ fh ee ol > w# oO gf BE AS das. SSS Pe ae ANA < ~ ZA oA a ee i< A. , SS 2 oe, a hey an ha ao \ Ol, =z DLE ae a aint re (eT | - x = ad 5 OD < 2 / , 112 An) yh \ ey say oot i = — LL om 2 <a iS) \ Ase Wie ~ >O fe) i wf ad \ ¢ S707 EX. OPEN CONCRETE = . Og OW Oa My DRAINAGE CHANNEL s+ —S | an Se cs 2 sam REMAN) 4, In ae Q a CC a. \\\ 6 —] ‘ a i St oo O a _ = <= tel \ 4 oo at ee” / ; O iL ws SS A AT : = Zz ‘aie a JO \ | \ eeoy A wa 4s zy / Re oO set} | AMA 2-56 [{~ STORM DRAIN FOR ss cr a ===, ie Ln) /, yy TIGHTLINE OF ROOF ‘aN EEL” ante INN 7 oa Ren - Ti F . 200 LF PROPOSED re BIOSWALE W/SBOTTOM — WIDTH = 13.4°\ su gg ——ip * | Jk = . ae \ = 4 AS \ Fa LU if] = © SS f , 2 [e) Sk YG 4 oO - wee of so + — => > Zz ul Bre + me. <{ 00 Ew GJ 2a PICK~Up f <{ te) paced Ou CA oor + oO ™~ Cc NOpy SO'se + OO Zz WM 35 5 =< 3 E = SE 5 oO, < ae oO < Us Lu abil eg a, 9 So I— To) LU = Si = : Oe F& - to? 3 Q 39 : © a3 } - f Ae sy 00 ar > Ago Xe See ts - ae \ge EX. OPEN CONCRETE - es DRAINAGE CHANNEL a v/5.8 \ EX. 5° DIAMETER eae | . CULVERT \ Jl. ; eS Ke | |. ae E an \ a SN | 4) o ' 1 \_ EXIST“ re \ ae Ff. PAVEMENT \ LL K ~ \ \ \ \ | \ \ - aA VAN] 4 Lu | ke Se £1 & [peel Z = 2 , |.06/ Bl. |e TT, “xT a a : ta Pl ie eR f S wi NN Be Eig |g |@ |& ie = 2 Z a fo) [a 5 < et a4 is & a > > NN A a. Lona Se <x aQ co N rf =— > Za0ee a Ser E “Zon Bg < NN ZS [an) Ww) Lf eee uJ ti A Zz wo Ww 31> NN =& OM a se 2 . be Sa ee On faa) © 2 % A % a2 Woo 180 LF PROPOSED “SSS. E. EXIST. STORM DRAIN MANHOLE BaiSoub BIOSWALE.W/ soTTOM > 2 eae eer WIDTH = 6.4’ (WETLAND S EXIST. STORM DRAIN PLANTINGS). | EXPIRES 01-07-01 | > EXIST. CATCH BASIN OCB aw EXIST. GROUND CONTOUR a CITY OF RENTON . # EARTHWORK DEPARTMENT OF PUBLIC WORKS IST. GROUND SPOT ELEVATION Nw sp (RAW VOLUMES) —— ; L / | a = ws / PROPOSED STORM DRAIN STRIPPING VOLUME (12”) --- 19,300 CY eg | | — | ceniecnto™ vo PROPOSED FINISHED GRADE CONTOUR --—--~-94.0______- SUT VOLUME Co 45700-CY DEEL GN OF 1098 oS rrr! ° ~ PROPOSED FINISHED GRADE SPOT ELEVATION Flt VOLUME <qaeean—=e-. 6.600 CY N\A PROPOSED SURFACE FLOW DIRECTION ae DESIGNED _— “Ee \N PROPOSED RETA NOTE: EXCAVATED MATERIAL DEEMED USABLE WILL | DATE 0/28/29 et ER. ING! HAL. osce BE UTILIZED FOR SITE FILLS. REMAINING MATERIAL j DREN see ts ; * 3 PROPOSED CATCH BASIN —o— BE HAULED TO AN APPROVED DUMP SITE. “4h 1 REVISE/RESUBMIT TO CITY BKC 12/1/99 CHECKED __AK | SCALE 1 = 90" ___| ELD Book __ PAGE _ 2 " NO. REVISION BY | APPR. DATE APPROVED ppenaneiiie ee aor 2 « & File: P:\SDSKPROJ\6254\ ENGINEERING\6254-GM.DWG Date/Time: 12/06/1999 07:40 Scale: 1=50 Briansw Xrefs: Z26254—-B,Z6254-S,Z6254T, aN GQ =) Sw B. C E . JO B N O . 62 9 4 PR O J E C T S \ 9 7 \ 9 7 0 5 8 0 \ R E N T O N \ F H O N T E N D \ S D 4 . DW G Fr i Oc t 22 00 : 36 : 2 0 19 9 9 Te a m Ok u m a : Al e j e n d r o Se r a f i n 23'-0" | POOL els NYTAUL CIENT TOOL RENTAL CENTER SIGN 70 S.F. 1/4" = 1-0" 14'—0" 14 ’ — 0 " SIGN: INTERNALLY ILLUMINATED, DOUBLE FACED SIGN OF FLEX FACE MATERIAL DECORATED ON THE FIRST SURFACE; EXTRUDED ALUMINUM CABINET AND RETAINER. ILLUMINATED BY HIGH OUTPUT FLUORESCENT TUBE WITH BALLAST. COLORS: LETTERS: WHITE WITH BLACK OUTLINE; BACKGROUND: PMS #165 ORANGE; CABINET, RETAINER AND POLES: #313 DURANODIC BRONZE. f[ GRADE MONUMENT SIGN ELEVATION 1/4"=1'-0" SIGN AREA: 196 S.F. PER FACE __ 110 SF. / 58’—0” / / / /—$eins S87 SH —— 2’—0” x 23'—0" INTERNALLY CHANNEL LETTERS / ILLUMINATED SIGN a a la 7 if \ pie ie mY C vie > \/ > | C7 C AN 1) 4 nN )R i I K kc ) ey} ; — C > C¢ >C >C J C »C D) ye J Cd C J IC C ) J *. J *%. y, ; r | ‘ —= | WASHINGION’S HOME IMPROVEMENT WAREHOUSE 1, lll? : L : BUILDING SIGN 145 SF. 1/4" = 1-0" iiniaiiniil INDIVDUAL LETTERS SIGN AREA: 275 SF CAN SIGN AREA: 145 SF 11'-6" NURSERY S 32'-0" _IINDOO | 2 r— VINYL COATED SECURITY FENCING FABRIC VERIFY PER ARCHITECTURAL GARDEN CENTER SIGNAGE R LUM LUMBER ENTRANCE SIGNAGE SEIR YARD NOTES: 1. CUSTOM FABRICATED, NON—LIIUMINATED FOAM LETTERS, PAINTED BLACK 2. FACE TO BE STYRENE. FACE TO BE PAINTED “ROHM AND HAAS” #2119 ORANGE 1/4°=1'—0" SIGN AREA: 23 SF. 1/4°=1'—0° THE FOME DEPOT U. S.A., BASED ON SITE PLAN: SIGN AREA: 64 SF. INC, Roracy RENTON, WA PROJECT #: 970580. 02 R.H.,D.D. 10/19/99 uWA-1311 SEES SEE Ee Ea Cee OW, REENBERG FARROW ARC HI YT om PURE INCORPORATE LL HILL AVENUE IT E 200. » TUSTIN, CALIFORN 9278 0 2 TEL 714:2 59 * 05 00 2 ee SA-19 8 iG =C 1 8 \ 9 7 \ 9 / 0 5 8 0 \ H E N T O N \ F R O N T E N U \ P R E S EL V \ p r e s 3 \ P R E S E L V 3 . O W G Th u Oc t ef 23 : 5 9 : 3 0 19 9 9 Te a m Ok u m a : Al e j e n d r o Se r a f i n 8 ch 32.00" _A.F.F. NY L | | | | 27.00" _A.F.F. cy WE tf (T TE IDRPOT - = 00 ALE. ies! ea (WAgH Ls 1.0. CORNICE” 36.00" A.F.F. ch. 3 Y NS HOME IMPROVEMENT WA | = 20.00" A.F.F. cy YY =” “INDOOR ‘LUMBER ib: ohh) Pepe ead 4800 ARF AL ee ey = i | S| Sa EY IS AI S IS \I S \I S \I S IN WEST ELEVATION 22 . 22 1/16” = 1’-0" T/O PANEL AY | if EL 32-0" en & p s s e e s o y w s e os Sx S AX__SCREEN WALL WEL. 12°-0" AFF. Keo é-—— oT 2 iit a cs ns ee | EAST ELEVATION 1/16" = 1'-0" T/O_.PANEL -hy — =; 36.00" AFF. cy_T/0 PANEL l T/O. PANEL cy SEL 2-0" = oo = =| | 32.00 A.F.F. > = = —— ne nn ees: Sn | , 27.00 AFF. cy ® ®@ 1 a : . . Cae Gee “cera ol ee 7 | er ee ya er oar 15.00 AFF cy A _T/0_.WALL et 6-0" FS. VIEW . WY ’ = 7 1) ’ ” EL. 0-0 EL. 0-0 Y ENTRY ELEMENT BEYOND 6'—0” CHAIN LINK GATES ROOF MOUNTED EQUIPMENT BEYOND 10'-0" HIGH CHAIN LINK ENCLOSURE FOR THE LARGE EQUIPMENT STORAGE (TRC) METAL DOWNSPOUT (TYPICAL) 2'=0° X 16'-0" TOOL RENTAL SICN GABLE A-FRAME CANOPY W/ CORRIGATED SECTION METAL ROOF & TRANSLUCENT PANEL ie = 0" WALL MOUNTED LIGHT FIXTURE WITH CUT OFF SHIELDS KEY NOTES | | | | THE HOME DEPOT U.S.A., INC. a_1/0 .WALL YW 6-0" F.S. an FIN. FLR. 4 FIN. FLOOR 4. EL 0-0" EL 0-0 UTILITY ENCLOSURE NORTH ELEVATION \_ ie" = 0" 1/16” = 1’-0 @ @ @) (8) = 0) , 8 © ® (28) OO 8 6 2 8 8 1 8 1 2 ro "SAFETY ORANGE”, #4208/9200, ICI PAINT CO. 1/0 OF PANEL EL. 36-0" = J <B> KYNAR 500 "SAFETY ORANGE”, BHP STEEL PRODUCTS a 1/0 SL eee 5 > _ 1/0 PANEL ey c Se ‘_0” ! | <3> CLEAR COAT SEALER oe = ee a te OME: DPT BGs ines Ree <4 NOT USED = > MATCH COLOR OF ADJACENT WALL | ane) | | ga cere <> 3/8” DIAMOND FUSED AND BONDED VINYL, BLACK, ALLIED FENCE CO. - — é Seon seeeraee| (2320 car Ee <a <> NOT USED | : : "MANILLA TAN”, #551, ICI PAINT CO. an FIN, ALR, i ee ee ee ~ Le ioe ff — ae py | TS ORES SE RSTHS | GRRE BORONIA ONE FINISH FLOOR L.P. | COLOR LEGEND 2 EL. -2'-0" EL. 0-0" 2 FINISH FLOOR ae (1) CONCRETE TILT-UP PANEL WALL OVERHEAD METAL SUPPORT CANOPY 1/16" = 1'-0" (2) METAL ROOF PANEL @Q TRASH COMPACTOR BEYOND (3) ACCENT REVEALS @) 2’ 0” X 32’ 0” INDIVIDUALLY NON-ILLUMINATED LETTER SIGN (64 SF) Ue eo (4) OVERHEAD METAL DOOR @ VESTIBULES WITH STOREFRONT & SLIDING EXIT DOORS ROOF TOP (6) METAL EXIT DOOR @3 2" 0” X 11" 6” LETTERS SCRIBED INTO FABRIC (23 SF) “aT/0 PANEL MECHANICAL UNITS, (TYP.) (6) FASCIA STEEL BEAM @ 5° 0” X 58" 0” INDIVIDUALLY ILLUMINATED LETTER SIGN (290 SF) vp pane “try noo @ ROG: N\ S| 7 ee = = Fo Ane () 2:0" DIAMETER CONCRETE COLUMN G3 3-0" X 58'-0" CAN SIGN (174 SF) OL -0 a ~ / = SOO APE }— — — — — — 27.00 A.F.F. py E..F.S. CORNICE E.L.F.S. OVER METAL FRAMING | eee —! — | i (8) SCREEN WALL @) C.M.U. COLUMN Hf YY Mipiy an a, YW, = | VINYL COATED GALVANIZED SECURITY FABRIC PRECISION C.M.U. ACCENT BAND Yj bf? YW Yj / Uy 15.00" _A.F.F. chy . a yyy / ZaHE. ME“DEPOT YH Y Yj Gz, ire aan - (1t) POLE MOUNTED LIGHT FIXTURE 3'-0” x 36-0” INDIVIDUALLY ILLUMINATED LETTER SIGN (108 S.F.) JA ALL hf Lh fpety , yy i, ZY) Uf ie, ‘ yy ffyyyyyyyywwvoy, qi l i - / fe Loy J, A, , Lf vA /, 4, ff ee Z ’ ; YY bi p - v, ' ULAUEOUIRIOSOEUERLZUGI (2) METAL PANEL WALL GQ 4-0" x 48-0" INDIVIDUALLY ILLUMINATED LETTER SIGN (192 SF.) MyYYys ip VSL LLLLLELLELL ye oY, by SLLLLL LL yy 7, Vs Vi, Wy Hy Z ify Yy Y A | / ZF LL ff LUG # LL fff ff ff 4 Hof fo of Go ff fo- f pf / ae Tf ff Z Sf Lf Y / y fo / Sf ff : Fi (3) SATELLITE DISH BEYOND @) 6-0" HIGH CMU WALL @ ENCLOSURE vg FIN, FIR. Ysstoa SLILLALLLS Spi tiiiighii tiga Vth: YLLLEL LL YY yp lA i SL) hte SILLS SL ff Yt: gL | FIN. FLOOR 4 62 SCALE: 1/16'=1-0" RENTON, WA ieee =e 3 Oo 8 16 32 6BASED ON SITE PLAN: #WA-1311 DEVELOPMENT PLANNIN CITY OF RENAN PREENBERG FARROW _ ARCHITEC) RE |TNCOR PO. SFG AL SSE 9 EY Nee HOF G5 85 y > 15101 RED HILL AVENUE 7 S UITE 200 » TUSTIN, CALIFORNIA 9278 0 a TEL 714:2 59:05 00 2 FAX 714°:259:5 4 80 RECEIVED ev wry. Cedar River Park ~ 7 al L eS = 3 W tay SCHOOL! DIS TRICT a 1 1 be ae a I : >. = =e 3 Z161 fT i? si) | gga] . Sea one J) etal bod. : ae J ce DEVELOPMENT PLANNING CITY OF RENTON NOV 05 1999 RECEIVED nt, Cedar River Park ———— ao ————————————————— “J 7 . nie see = 5 lit. — nae (Ta ; 4 Fk Nab SS eT PIRLZ AC TCL RP ER Po rs Ly Nici ZILA Mae vt Lot 7 he: Me Gov't “1465 Acres ee] ated sie a teen § om alc © id 2 * i 1 Peres) Llloe: fie < SS as : 2 : ane 4 3: 2” Q op ; ‘ , . : — : ea) ee . “as , wee. = . . aan = / Toc Lente : : zw Coen ae 9—~~o \ ego Poet “an : ) | . cna? on : EOD AS a ‘ STONE WA¥, .42 i ' > ' is AC Te ot “e aa aa . r 4 \ OCK te i a A : yc z : aa . tas ‘ om of ra fn se: \ ie io. fp) re i g q seal it re : : LOL KOS at : : g = ze BS Ll A . 2 2 . ss [% a tag e i. ay aa ; i 5 : a Vy ~~ 7 e \ 7 . Py a a? i BS AL > N - N S 7 7711 eee en ee Ter Ed] en te ; -) 9g’. “ ‘\ we ' a Mey ° $3, 42 [57096 | 1o6 {$2 rr] 90 aa cl : ig w [aE 21a,” a eS 2. a) > 5 \. a 2 my ° a (md n tf): mo = Ay Sn. Cn, FS sacmemii . ra el yee] gf RAE Roa) SP ed aS GIG By FES, J 3 ; ° = « {818 & > de “he SE. . hed 4 aren: ine mt fers cae ceed 4 < \ & ml ToC "a 5 RLeyps 05 Bre 3 4... J ' LAS *. Zz SPa 4 3 2 oe 3 ' ‘ : bi & tio a, 7 re} \ | L124 el oe lage pig hoy 2 1.66.50) , ia mm BS ; \ z NPR Je as HF gSe > = ret bntees © 1 <] 7 f iS 7 ; . Gov't Lot 6 es. Gr ie £8 |enu mare ¢ & 7 x \e 9) 0 _— po 8 3 Biz] 8 J} 23 20.15 Acres an %. 201 ¢ 5 8 5 “Treg 9 fie] 9 CENTURY Sel | % 7 * SL Naa. 3 ‘ 328 z | \ - 7 od rw ) fo I l E l E l e l a l a l g e GH BH \ ha { =h l 4 3G \ EA S T LI N E HE N R Y H, TO B I N DO N A T I O N J VeA\ ’ ‘ S Voy “ E A ~, Pe ee Ne Tonkin Ponkin Park S ! ‘Ny a \ \ oD ey . dain A AlM WN \ 406 Y 6° { Was B ~~ \ ° ee ry \ ve P pare ee \ ra & \ Pm \ "s K B25} 4 ‘ xz oN Pr \ \ N : = ins | et = ot 5 7 ae me — i ie \ SOUTARY 0 ee ee oe es at BEA pee os | ns ~ 16 ) ep pt So a abe ee Gov't. Lot 16 . - tt S gf aj 41055 60%? N $+ __} os meets atmos ond | \ 'S- 40.22 Acres Re Clerc | rN os) |) fe eh 5 ‘ : (By 7 ” i ‘ wT + AR A T I O N 9.67 Ac. T = Eh WI L L I A M S ae al , l g l a l e o t . F Li n e a r RY 0 ) gle fo r ve ¢ Pidre2e 1% 0.9't Ac C\ | Gegyrees | ss i : _! '. he " ~~ . I . - " ey - foe rh ! | if i 5 : ly icy | [ao 5 St \ Wee?! : st ; 31 7 fi 5 7) a on Va lee j r 1 , iD 3.120 3 : a & uw soi C a * f Bod a = = EE |: r 623 2) 9 jaa) «do [ep x ; es r 2 9 es). o 1 \ if . " fok| 34/2 [Ran | 2 . S| 31. 3 a aa Sa fs [ey alle iam :, \\ ij of . 3{(8 sO] | 4\('u Ba. i4{27 | FF Wi la gal js Q i i ag s | | He Bc ay = SI ‘ ~ fie 2|/7 &. x Lpat sS || 20 sf] - Ge} | 20 Co 20 fg = BA 4) fe . By 4 l he fata ; ayy 3! > L muse ra HtH—J } Ip bet . oe =e z S| 3156 & ot Bh, 9 Bay - + B20] ¥Na Alu 8 «#4 {a 2 yx | | 5 fo | aj 26" 5 g q gl teas e+ en a: hh . . Con i ee S r ies Bs Oo j | 18 : Wy a” 18 Bay ® or s ae 18 fad ; 135 BY) 2B i ‘4 tS | t = fs} 6fT 1S kc ‘ = > 5 | ec] & fa Orr) SB GER) Wy [sors = Sa Po eB S| Rb sh 63 1] K | Ed Ll 6 ey) SE 9; | 16 GIRS a ; eta j to Fy fF =. * <7 {send S bea ot [8 & | ea 0 | | s sey srw. 8 See oe Ge | a . nual 8 || iG 543 N feo BAI} | | 4 SEY je) |) 4 Gage = sq] “ H 9 ‘ i eas : Sze miu} i2 Pa.) to 8 = TA S36t q : 4 » 1 AVE. S — LM 4 bitty (ees 3S berg 2] 2 es Sea [fo 4 ee , Bel pS PORT foeeeed Ly : ee oe t ahs : wee Ged ; + #35 67H RS \ SS OTHO&ST I + E inh bol 2) \ ae ee 63 Rd ol f z L (coe arta | [Mtg pO sy hed 3 rh—-| 1 Leos ‘ iit | : PA ith . - AS SL e_| ital ’ DO | AH = PES Ee ‘ hse S PEN SIG lds Rep jt 2 5, Fat ok ~E eae 3 & 71| < Weds Rp 1) i * ie 1 (2) RAMEE HARRY ©.\ANERSON — | oAaac | ee 8 = Es Po ae REF: ; TR. clea al } 3 na wf _ 1 Sle 2 = SF an et 1 MEREYS - = r gr 5 . ’ oY t: — iy hs a z a “eye ¥ . © ThE FS ks \. ancine A Ken | 1.55 Ac. oe 9 aaa a : id be ‘ id s A < q g — - -- ——— - - ° Waerse ay ° . — a a JTS dO ee yur Lf pee eee —b-— —-—— TH ~ <AVE. rate , ne ws: : naan Daina ; Gov't. Lot | An: CB i er eee 5 meg ee ee 8 een «mee ¢ memes ere ¢ Se Rn r A327 id x } 3 ” cara ae | 224.10 | ind ‘ . Perm ot "tal = 7 248.58 | 7 | \ ‘ t 36.10 Acres Po us (es WL if ‘ . BANK [ey t - 1 y a me é 5 | ro 7} : | reg 3 t Y) % Jl penron ~CSSAQUAM ra q ™ \ ff i oe to oe ' u : : I> $P 119-78!) 7 1Qy 9 : anal . 4 So ra? ww 4 i aire a , q ly > Zz 3 CASTAGNO BROS JINC. SE ta we ith [iG s ! q : pas ye ya | % 2 3} —+ +t --— cts he] bey 3 ! od 7, r . — | i,t w “e gaia | S| vic TOR we = oui | E-BANKER ° | wr) re: ble WW cs | goof o— RN = . / 1I9 Ac. *) bo. ies a ik =— 4 | 2X =37 4-46 - - W yy RENION| CONCRETE S DIAMBRI me w Ny ~ S 3} 6 Tug Oh 8 - 5 lj 4 + ts ~~ 7 3.06, Ac. Ww oV s | Ny 74.25 = (Qu (ex) 3 Te “ a \ 5 C Q 14.35 Ac, =ssx = = x < > fd) i\ iN bY sa oO ee} es] " 3 x 3 ee ° s) Ig Yo | bi) Ni Ta ofAy Se S| (ass SU i | ’ ay at , RRB TB ra i Ob & 1 [eae basett ‘ : ia 2 2 ) i = | oz — Zo y . 3 amjlals . == +12 117 L) Sag 24 |b Sta") B38 | 45 pe if a : wo Se hae ee ed ! woe { - - 2 a ww * “ Cw] ; a3. S35 : SL 2 N . Pic C}" maj . re ih ta 4 ete W (4) os 4 ) Ra) . . vl ~ : : i 8 = RY S. STH “ ST 2 i) « a a TS Salt c = = jw g ‘ 301 20 0 g ra S = * LS iS > : feos hj bso ER |: wd ia | ae aa TRANSAMLRIC A y FY : 1 23s 535 Ac < DEVEL CO s K O a (04 r - —_ 17 a I~ KL seizes || ee 4045.02 OUTER Q * = oft ey ne a t : i SWITCHING S -. e x 26 || 29 5 * ‘40 -+ 43- _— . t ! ' mn ome me _ si ie 0 : wee eee ero = _——¥ ——¢ ——-¥ ———— ¥ ue 8 is So) EDL > S = cc ln . = S icaie [ | * J - a 3 [Fjzox PUGET SOUND POWER & L a Pe . -S7 oat} F a, | a2_.4 i" 150 | LIGHT CO g : ‘: e' = ‘ i ' , ¥ x suB STATION: a q [fs a 1 Sayon © 1 5i2.t 17513 ap) “ed 29 T Je 3 30 = - up ‘g br S wot LTH 2°?" ST - E us 2 Lo — / ; red ~ i] S—4@ 7 == aon . 153.53 ¥ a : Ey ed <3 | acy 7 ee ce SOUTH LINE OF H.A TOBIN OONATION. CLAIM N2 37. ~s ~ a ee ‘ ray dias no ae = . ; ; 8 RE SRE : —_ 1 g (1) ! LJ Ly) SP as OF, : Toa, Lal . Sy * ‘ ay YA Se Sock, a a = ‘ ss , , a _.-Govt Lot 3 , 8 —«<«a- — —" y 2 3 . E . . cage BO one om —_—_— i ie . Xoge oe! ae . =- 38.80 Acres |» —-—— 7 > > : s ~ ‘ . ~ 3: . = . N sasicasnamaneem Ww —_— ‘ iP 9-87 ° i 7 NL “: F 7 eg 8 —— _ S.P. 00 I CL a ‘cman Sr Site eae ee ee ms —-_— 2.12Ac- ra Ll ‘ ' ‘ V: . —--— ~N —_- or ag R 0 679.31 ! wea : hes My . ae ~ TRANS. Linge R/W eee aii TRANSAMERICA Ml 18 a Ran> L + Vi L L GE PL TTS oy ia Le : \y ! WG me wes | a yy DEVELOPMENT CO, _— eqiky ave - “ * - 2 I {19.92 Y hy A? es : > N \ | “ahs we 5 HA aeEAt ; ; | | Opes f P i. i J —% a . ; a YT of ) ‘6c ~ 4 5 | 6 7 8 | Sa) OLN RY Ne ie ; ; lz + r LiNSOLN a a ‘ ) 60 a “ee git® Lee — ~ ' SY * : ig a ¥. . 4.75Ac. \* ae voir : 2 ia 4 so he e rea SA a ail ~ 7 \ sal 3! et Lae" a RS ess RY ad ak : Xe V A <a ot aie ee < yb TOS Te a ‘6? s & 2 PR I V A T E | co : ° oO me ‘ \ ( > om 2 at s> \ \ \ \ \ a, \\ oo t \ \ 25 . 2 2 4\ L2 0 8 a \ \\ i \ x \ L { ‘Vaml 238 | ¢,. a 4 SEES oy tt | , 12! ¥ 4 . us Heo ‘ Po “2 4 > ee S e H \ } oer a“ NY yy NX>. mT yee A l, F | F | psbA Pas ca - Pp. . eee ae 2 “e. \. we 1 ' rf 1 ae wea a ad \ $ gz.0c Ate are r % “ 39 45Ac 2 1 ‘4 ne” . ai-7 ‘s erred, ne eee : ae yaee % I< , ie % 7. m2 |; ‘ | su —_ ce vt ptt —_— YS. ured ACCESS STE ee v2 oye — _ 7 i Pa P _— Na. Ee | Poe Z = ° 7 x yo A ~~ oo Le see ee =< 10; PM OAC a Mee Te a | 3 a-w EASEMENT % gee “ = i |: ene [== eres eee es : EATTLE RANSMISHON LINE )* 27 _— — ly as Be Mel oboe ee ee OF Ss os ; : Yo ary i \ | % een ~, SEAT TOR ee eee ee : a8 < el nr 2 LO re eee ie 700 | oO 1 ' es a ee ee eee : \ “ \ sie 617: = ee ate aia Tae y < \ 7) 2Qni3 = ea) re a ae . \! so | mal | am rsrely i FA Zlasl« ‘ ve s3-|; \ QytaAe |* i \ OD \ ' Tt #4 oti xt ~ NJ ! cS — : ) aon MV, Josh . ia vy Y | m Ls , O Z | < athe ‘ _ Sot Ac. . i hn Hatt. a rie |r wee = eee . l NX i So ey Ug eS = ~ TTLE 4 295. 1 4° Ty OF SEA at : ad . l ' J a —_—_—_ PS 1“ } UP: 71.907 |; = “c eo 2 ee IST. pe Mie 5 \ 4 4 - : ao %ce | 75.02 ae - (er 13.63 7401 ; & "| seavice 30 7 \ a S|? be STATION oA SS ) : ale hs a 58 fsa «\ \:\ \ 3 ee \-" a ao 2 Pr Teds j {Tsp ames — Lake Street - el8 Zia) fe Es pas PETES Park s| 6 a = 2 |? k 378 35 gs (305 = carey e353 8 2H = 7s = ug (eo) ms ! © YA 2: na Sti 3] | 42 ho au i 5 s Ce | = § 16TH ST. q 20 : La | 41 » 3 7 A SNELSON feck. % s| 3 yg a} “79 . AME -! ‘o a) x 3 5 10 | il 3 824 30 i ; 2 N74 Yo TT a _ 725 : i . Taye t THES 136.33 d (4) i eee 5] 4 | 3 3 Wi Ol. 20 + GS wl, ' a a 1 S| | ) Fo + gh 2 Se a = CY oy 2 aw -_1 Lal (3 £22. x < wale, oe 3 o 17TH ° Oy was yy eRe oe. , 3 3 Br eg, fed 195 | Bo ul f __ : - ®) 3 $ La, DEX A = 2) > oo S 22 Ye fO8" < o| a Wt fap urmiry £ASEMENT Sy) = - &., SSSR Lop.. so 13 ash" a v S = oy ~ tom" Sia. gage a : \ 4 3 = SoU/o, < 4 Ab te 65.47 I : e\" OT a ce ARK SS el ll \ 6 {1 Ri VIC @ o> LY >= ay ay ' | | | (3) of 7 A CONDOMINIUM .., Y aya 8 9 | of le 2552 - . < és 4 so lS {5 =19 or ore Ce 3 Le 352 je. oF On-W4-' Ss 51 3 . 8 2 18 19 9 9 Ye e g e e Ca s t i l l o Fe : J: \P R O J E C T S \ 9 7 \ 9 7 0 5 8 0 \ R E N T O N \ F R O N T E N D \ c o l o r e l e v \ N E W E L E . d w g Fr i Oc t 22 14 3 32 ‘ST ELEVATION -1-0" 6 RRP as Rae i Anan NeeRii eect RTT Ket: SMA EY PR BOAR MRE RE: A SE 1S ee: em a Oe ar ete FAST ELEVATION 1/16" « 1-0" “SAFETY ORANGE”, #4208,/9200, ICI PAINT CO. KYNAR 500 “SAFETY ORANGE”, BHP STEEL PRODUCTS NOT USED ¢S> MATCH COLOR OF ADJACENT WALL > ® & CLEAR COAT SEALER 6 3/8" DIAMOND FUSEO AND BONDED VINYL, BLACK, ALLIED FENCE CO, NOT USED (@> “MANILLA TAN”, #551, IC) PAINT CO COLOR LEGEND CONCRETE TILT~UP PANEL WALL METAL ROOF PANEL ACCENT REVEALS 6 (a) OVERHEAD METAL, DOOR METAL EXIT DOOR in FASCIA STEEL BEAM 2? 0° DIAMETER CONCRETE COLUMN EFS. CORNICE SCREEN WALL VINYL COATED GALVANIZED SECURITY FABRIC POLE MOUNTED LIGHT METAL PANEL WALL SATELLITE DISH BEYOND XTURE ENTRY ELEMENT BEYOND ROOF MOUNTED EQUIPMENT BEYOND METAL DOWNSPOUT (TYPICAL) GABLE A-FRAME CANOPY W/ CORRIGATED METAL ROOF & TRANSLUCENT PANEL WALL MOUNTED LIGHT FIXTURE WITH CUT OFF SHIE KEY NOTES OVERHEAD METAL SUPPORT CANOPY TRASH COMPACTOR BEYOND 2° QO” % 32" 0” INDIVOQUALLY NON-.LUMINATED LETTER SIGN (64 SF) VESTIBULES WITH STOREFRONT & SLIDING EXIT DOORS 2° o* x 11° 6” LETTERS SCRIBED INTO FABRIC (23 SF) IGN (290 SF) 5° 07 X 58° 0” INDIVIDUALLY FLLUMINATED LETTER & 3-0" X 58-0" CAN SIGN (174 SF) E.L.F.S. OVER METAL FRAMING C.W.U. COLUMN PRECISION C.M.U, ACCENT BANO 3-0" « 36-0" INDIVOUALLY ILLUMINATED LETTER SIGN (108 $.F.) 4-0" x 48°~0" INDIVIDUALLY ILLUMINATED LETTER SIGN (192 SF.) 6'—O" HIGH CMU WALL © ENCLOSURE 6'-0" CHAIN UNK GATES 10"~0" HIGH CHAIN LINK ENCLOSURE FOR THE LARGE EQUIPMENT STORAGE (TRC) o'—(" ¥ 16°+0" TOOL RENTAL SIGN Hitt Cnta AVENUE / SUITE 200 J US TIN. opera ences remem, 3 mreermmemememenynnane WROMERRS A nowt roan onnaememmtnnrsarrcenrnens rinae,eerenarfernt te error Sree a - : = 5 ’ prosersscosed bss a : em : : Seeiaeietes ee 1 a SOUTH ELEVATION 1/16" = 1'=0" CALI FORN SECTION 1/6" = 1-0" ? PROJECT @ 970560.02 R.H..D.D. 10/19/99 ae eBASED ON SITE PLAN: WA— 131i DEVELOPMENT PLANNING CITY OF RENTON 2 7 TEL 714:259-0500 K 7 : ail SAF -la A co : ss w JO B NO : 62 5 4 ST A : NO PA P E R SP A C E : ; MINARY SITE PLAN. ti @ LEGEND el _ — = OUT 1 Ss, ¢Z STANDARD ASPHALT | | 8 2 “: < ee! Gee vy a a nl a a S\ a % K [ 7 74 BH i28i2 ie __-—=7eQN RO ALY \ “SS, CONCRETE PAVEMENT - _ BENS! a ook. \ os PROPOSED CURB AND GUTTER A, } ao ee el ae \ INO EXISTING CURB AND GUTTER 9 EXISTING 50’ POWER as a ee \ 5 \ \ 0 _25 __50 100 O = REC. NO 9812171951" - ° S ee _ = we. oN \ RNS rd O , _- Q RETAINING a * TRANSFORMER, - — , : > ; EXISTING-FREES —\y A = 05°26'04 : - yi Q WALL PROPANE AND ond any = ° is a a k- @) , a Q AND BUFFER AREA -\X A= 20°0K40 R = 507.46 ; < a OU "TO REMAIN. (SEE PeNeENOn EN: sors L = 48.14" -ctING 50’ POWER coi = “Tt ay O = = ee ee . NUSCAE. Paw Nor i= Wash, C= 240 TINE. EASEMENT <a ae a 8 a ae a ty Z oe ) r Sp TREE PEN) Se i on ee. REC. NO 9812171951 \ <2 NA _— — < Wi >- * lad oO a ye SS / F ' é yy, = « EX. CONCRETE a — VB a= 9 Qa. A Q << O iz i“ | hicks = L Lee oo , ee <\ a iT < = — o# Z ce , / Se j CHANNEL (TO aK wot Of 2 NO FORMAL : fe Bed ti cichiga nyt fe | — REMAIN) LENO : Hu =Ooz Ko bes ALONG BENSON | . | oe } EX. OFFSITE DOO Og a DUE TO STEEP PROPOSED FIRE WETLAND. ITrSse OW HYDRANT (TYP.) 36630+ S.F. co Zz. mS w SLOPES. Ld Ls " LANDSCAPE AREA PROPOSED O fe a oe ; BIOSWALE 2 ~t Lo WN 10” BUILDING . LL SE SETBACK M4 On \ ae Sto’ \ Ie \ FUTURE 7 \\ ! ! | \ DEVELOPMENT \ AREA MA T C H L I N E TI T L E : \ 4% \. x7 EXISTING 50° POWER SyemNe iy £2 | } YD, LINE EASEMENT a aWER — | } — ps Cs REC. NO 9812171951 CSEUENT : | 7 ) | oa T pwd - EXISTING 10’ SAN. REC. NO A g \ \_“ SEWER EASEMENT 9812171951 = 4 REC. NO 5937434 a \ Nn EXISTING — \ a _ —_ \\ R = 750.00" \ EXISTING \ L = 291.29 , LE - PARCEL \ C = 147.50 * LINE _ ‘ LOX _[X~ ee a - ¢- Z., A/S EXISTING“S’ WATER CI T Y OF RE N T O N g/ B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r _ | \ Ag a Le ee / ie / \ANE EASEMENT YOO esr a, “4 ZREC,//NO 7405290484 c Fi a A QU ; MI J. / i] —_ ae ae a ais fe a. Lo ge r asd c i — "i J y ar / , P= \ a Sk So OV <a RL | SD i __ Ci, SS * e ee a cas, | ay ; 4 \ \ SS | o- OR A N G E , CA 95 8 6 8 HO M E DE P O T US A , IN C . 38 0 0 WE S T CH A P M A N AV E N U E a ie EXISTING wg o, TT | ™ ee ee i a dts eg FIRE HYDRANT Af Sal | — on i a EZ i ° BS Z ~— =} PROPOSED FIRE j BN OR EDEN Oe SAcES EP __| HYDRANT (TYP.) ie a: a re saeco mn et ; a et) a 7 A a 1 oo 2 2) 788 “SSEEXIST. LOT LINE}. rang eg 3| 25% ~—~—.T0_BE ADJUSTED- ~ _ \ iy [_ a 7 Re ms S te Bs a -.PER BLA oe : LAA? ‘ | 7 4 4 a i 4 A 4 4 ; [os ph »—=PROPOSED LOT LINE bh ee a z i ee ee ae a PER BLA a O Il , i 4 Ed 3 . 1 oD ao 2 PROPOSED f——~ el ian hi ae 7 a yy “ LWO A ASPHALT. | ae ae a Y / wy oN 7 4 a gy L\2 ne RIGHT TURN _ to a a : : Yv ONLY = XY ) / 4 EXISTING STREET i " / LIGHTS (TYP. a / A= jon'em oP) = Es) ty | FUTURE /R bee Lu 5 St a a —~ - _ — — / 3. = td S$] (2a ; fs DO NOT ENTER = —_ fo + f+} ~—{_ DEVELOPMENT: ay 2 = a Zn z ; QO; @ | ; — — s a Gee SIGN _ foo —f$ a oe ae fp = i az Wofe (2 |2 {s |é “Te a —— a ae ~~. _ 3 O > x ak 6 [2 |# | 1é |& | oe EXIST, POWER—= te = < = & 6 ter ao EASEMENTS-To_ \& = ig = Ss : x ee ee BE-RELOGATED ZManN eS a a | lo eee _ Fe eee, am eee P| pl ic Gee A OT fe REGNO; ONO Ce B —— ——. SS ie | i / | Jus i io ies - Z2aou fe = i, ne A ee Pe oe \ | : Sinn Ss i S i ee __*PROROSED ENTRY my REN ti a 4 — ; | 22°~ aan Joy WO AN G5 : sn ROPOSED ENR ° = a Bi (Pll ly SESS gs > —— ON aan a J a Ba Reale — _ oh, ef / fig —~<xtt &2 na) = RONG EXISTING STREET sg | tba y : a py / i] ae AL QV LIGHTS (TYP.)-—— ~ = po shee Y ‘ ] / : | EXISTING CURB 7 a Tei hol | / / j ee Zo ; ~ furs, Qe — Soe 39 99 rif / / yt fBULOING EY / / / if rg SITE DATA 7” alae “yh Re PAS : ~a/ i ? if / Pg j EXISTING PROPOSED CURB SITE AREA: _ 15.98 AC. Rd DEPQFIDENTICABON.. QOS J | ee ee AND GUTTER PROPOSED HOME DEPOT PARCEL 10.88 AC. a i, SIG ol > 4 W/ LANE REALIGNMENT SOUTHERN PARCEL 5.10 AC. Se wa AD NS PROPOSED BUILDINGS/STRUCTURES: a ne, ; ; — a THE HOME DEPOT: 117,064 SF Pla a ¥ oe ~ aa THE HOME DEPOT GARDEN CENTER 14,790 a Wy, i lle ~ BUILDING HEIGHT: SWF te. 7: ) an o Zz TOTAL 131 854 SF ro) ALLOWED: 50 FEET i : ~ ~ ws = — a Sy a ~ a . me SITE PLAN = 2) e BUILDING SETBACKS REQUIRED: PROPOSED: 36 FEET TO ROOF DECK 9 =x. ce a ee ee a \ "GRADING / DRAINAGE PLAN [EXPIRES 01-07-01 | j = A Me ag tae WETLAND AREAS: SEE PLAN a fo hee ee, i A - UTILITY PLAN z te Z 10’ FROM TALBOT ROAD a TREE RETENTION / CLEARING PLAN CITY OF RENTON 3 10’ FROM BENSON ROAD oe a ee DEPARTMENT OF PUBLIC WS iKiRG Ei BUILDING SETBACKS PROPOSED: 52’ FROM BENSON R/W (E. PL) 131,854 SF x 4 STALLS/ 1,000 S.F. MIN.) = 527 MIN, a oe Sa — a DEVELC S ; 63° FROM N. PL 131,854 SF x 5 STALLS/ 1,000 S.F. MAX.) = 659 MAX. a DET 4 3 1999 6 : EXISTING 20’ FROM PROPOSED S. PL PROVIDED: 612 (39 IN OUTDOOR SEASONAL SALES AREA) ae ec 07 1999 2 ~eee oe ee ee ACCESSIBLE (ADA) STALLS REQUIRED: 12 \ ‘ N 2 XA $ IMPERVIOUS SURFACE AREAS: 8.73 AC. =80.2% foe DEPOT PARCEL) ACCESSIBLE eon STALLS PROVIDED: 12 Ne RECEIVED 8 ° IMPERVIOUS SURFACE AREAS: 1.37 AC. =26.8% (SOUTHERN PARCEL) STALL SIZE: 9’ x 20’ WITH 25’ AISLE, 90° Ba > Q UNESOPHICTOPEN E ho 10.10 AC. (TOTAL) LOADING SPACES: 40° x 100’ LUMBER LOADING (GROUND LEVEL) ‘a DESIGNED a | ae © 10/22/99 ee: $ , ’ - if sia BSW en ——— : oe Peewee. Tate BF 65’ x 155’ LOADING/MANUEVERING (DOCK—HOGH) | DRAWN BSW Z 3 INTERIOR/PARKING LOT 68,800 SF. (INCL. 1800 SF BIOFILTRATION) 1 | REVISE/RESUBMIT TO CITY BKC 12/1/99 CHECKED AK | SCALE. 1” = 50’ FIELD BOOK. PAGE _ G = 15.6% OF PAVED/IMPERVIOUS SURFACES panera 1 A c NATURAL AREA: 56,000 S.F. ia FEVIGION wid APPR. DATE . —_ DIRECTOR OF PUBLIC WORKS SHEET! OF File: P:\SDSKPROJ\6254\ ENGINEERING\6254-A.DWG Date/Time: 12/03/1999 07:29 Scale: 1=50 Briansw Xrefs: Z6254—B,26254-S,76254T, Sk caer ha (SF . é ‘ B. C . E . JO B NO . 62 5 4 © a" *PRELIMINARY SITE PLAN — : R = 199.18" NU ——— ely | a —— ae STANDARD ASPHALT | | at Be er — _ — eo glk 5 a _ wane enema cc Oe a f--- : \- ea, N ROAD CONCRETE PAVEMENT | cM EXISTING EDGE i Tye — _ ae BENSO an -- PROPOSED CURB AND GUTTER OF PAVEMENT = ><" —— a yes ee " eg, . eee OF EXISTING CURB AND GUTTER neces EXISTING 50’ POWER 8 — : ~ =~ _ -F \ 100 O Zz LINE EASEMENT a SY ee é “ a - \ > O REC. NO 9812171951 ie , a FP cere ae -- -- \ = a we < oo- Q RETAINING EXISTING-TREES \ N TRANSFORMER, A= 05°26'04" =~ ad a << 8 a Q “B EA $e PROPANE AND = 20°01 40" R = 507.46" oo (@) 2 y 5 AND BUFFER AREA -\ RATOR ENCL. = 20°%0i40 } << Qe . 7? ew TO REMAIN. (SEE //| GENERA R= 50748 L = 48.14" , O z. ad , 55 so ae LANDSCAPE. PLAN \ = 17.38 \ C = 2411 EXISTING 50’ POWER > =z ‘ Cy A =a = 17647" LINE EASEMENT 0 L wz A Oe, AND TREE PLAN) PALLET . oom REC. NO 9812171951 \ IW > wh ro LUMBER : ah <_ ENCLOSUR EX. CONCRETE 7 QO OA =< onr UEP = LOA ES se ’ DRAINAGE <= eo) } Ue DING | | ——— \ LL rt FB 5 = Pea # () | cs we, glad LL Ss = = NO FORMAL: a Of — Oz = <s LANDSCAPING \ oe 0, ae EX. OFFSITE HW_-O ” ALONG BENSON — - WETLAND L = Onc Oo DUE TO STEEP §& BETAINING 0 PROPOSED FIRE , 2 i" = SLOPES. oi WALL dS HYDRANT (TYP.) 366304 S.F. coz 2 Lt a & PROPOSED O LU oe BIOSWALE 2 iL am 10” 10” BUILDING » ° ISeE SETBACK A | 2: 16+ PROPOSED FIRE No iz $ 1" 10 Zz 2 IF DEPARTMENT 7 |= 8 ad CONNECTION \ FUTURE \ ts Tu ) DEVELOPMENT . IS | AREA \\ | I }— THE HOME EXISTING 50’ POWER SA YR 117 DEPOT LINE EASEMENT Ne NX \ q P ,064 Sr REC. NO 9812171951 CASEMENT get - Ec \ \ - EXISTING 10° SAN. REC. NO KS é af -=36 0 \ SEWER EASEMENT 9812171951 O LZ .OO REC. NO 5937434 SS 7 6 al \ OY 8 ~ ‘ = EXISTING ; if, ee : : 25 4 A= 2215'10" Fe i o TK, R = 750.00 a ots EXISTING Noy L = 291.29 LU ta (4 Za oC PARCEL NOON C = 147.50 = 1O0o0 Se LINE \\ = a [e) E41 =< \ aN 0 > Z, 2 Ff \ e\ =e < x rere) oi ' feed Sa i © il @ \ See a an @M 3s . \, ae on) Ye) 3 CO ee \ wo a ) 4s a ) <[ 0) 5 oF AW XA KE VY ING“S’ WATER = 4 = 0 xo OS \AXKY Ki — 0. <I 4 Ze aN z Vi L fot LINE EASEMENT O bs SE . PY fe, / ZY /, REC./NO_ 7405290484 a. «tO * | So ee a J \SQ KY GS I wo wi at MOO Me UO fe / we /~ u enil cs | e/a PO AL/ 7 J Jf \ \ a) (5 al i= LLL a: w, C) / é Va a. > / fo / = z 6 LANDSCAPE aa . ; DX / / __\ LL j jo ff va (ee * (ep) fi fe EXISTING / - s << \ a ; f 4 [Lj 5 SP LS Kok /CURB AND a 6 o aL Vibha san ee = 6 aan ee EXISTING 4 oo 95 | rn ~~ a ae ay \ LY B £ PROPOSED ENTRY / / fp 3 Sz FIRE HYDRANT og Y i ee 7 ~ | Fs Zi Saray ) YS ; / a, es E ’ op fp ; | j j a a TT se Z tj Ze LANDSCAI q Wi, % % Yo / fs / vi fit ke) cD se ‘ A geo 5 I —— re = PROPOSED FIRE——/. ee LZ | = 7s , (pf fy J 3 as oe ——___| HYDRANT (TYP.). | 7 i Gn. —_ | — "Of, ” prow nA AY, ae ae ‘ : on a an é YT /e—/PRO OSH HOME / / 4/ a . oe ZN poy =i > = 7 : LAL 7 DEPOT ADENTIFICATION / — _ _. _— y LEZ _ t—— _ a 7 a ; a 7 . j he IGN ff / Y, _ z 254 A. "Oi ae or an Joy if f : “#8 ; - _ _ 7 a +<=PROPOSED LOT LINE \ 2 ti, P ee fn ; , — _f —— et me a PER BLA a % X\ ye ~ a _ - Pa ae j ; (J — | 2 y myyywe ~—y is = Za | —— ASPHALT _/ _ ~ RIGHT TURN —~ SS SO jl fo Tt Xe ONLY \. C % i Its eee Be I Ie Eee EON La ae \ \ \ i, A ee Pe to ee ee ee ee ee ee A ee of FUTURE—— = z z $ | | 2a. ant 15 -»> DO NOT ENTER wf DEVELOPMENT ON a Zo B fe let. le |e i SIGN ; fp a Lu ox 2 18 [2 je |e (é ; EXIST. POWER-= > = ee eee PR SSS -" EASEMENTS 10. Wea ~ 3s > oe oe a a RS ; ae) | , — BE RELOCATED SOnNan 3 a | oo .=—— A I-56 ie a Hh REC.—NO/ ii GN ¢g fe 2 < ei is = — , ; ne 9812171951 a@PAte gs 2 OE - Seaeaeret oa — Aiea ic a < el oan a a ae i. 2 * ‘a OSES a me ee ae ~ = Ww) WO oe) S te x SSssacu. SS ~PROROSED ENTRY ep : WO scrn 8S : <n PROPOSED ENTRT NS new ey 7 sore see@ig Be a AG = L408 Ste Savg sk a y gos orcaw: GREET oe ae ses. EPO : : \ LIGHTS (TYP.)-— = ee __ ~ SETBACK / SS So _ “SDs ne, a / EXISTING CURB Spb ee ee 3 a= ete Se | 40°/ / » a XISTING <7) as + a , | 2S ae Ce] sé — 7 7 | / AND GUTTER Py ; OSS e ~—~CURB, GUTTER,... _ - ft “Ls ce ea / / fi “ ’) hi BUILDING Pa ITE D ATA oosss~~~___ AND SIDEWALK — ie en a <u . [ f ET EXISTING wy LI SSthec “-~PROPOSED - TO Ss /. PROPOSED~HOME SSS ST i FIRE HYDRANT ea PROPOSED CURB JZ, SITE AREA: _ 15.98 AC. “Ss... BIOSWALE—1. DEPOTDENTIFICATION—__ i AND GUTTER Z PROPOSED HOME DEPOT PARCEL 10.88 AC. a a ae SIGN P W/ LANE REALIGNMENT SOUTHERN PARCEL 5.10 AC. i ee oe ein PROPOSED BUILDINGS/STRUCTURES: “Sssn. PROPOSED ENTRY THE HOME DEPOT: 117,064 SF i ee THE HOME DEPOT GARDEN CENTER 14,790 “SSteee i BUILDING HEIGHT: oe a ‘in z TOTAL 131,854 SF 9 ALLOWED: 50 FEET i rn 1. SITE PLAN z 2 BUILDING SETBACKS REQUIRED: PROPOSED: 36 FEET TO ROOF DECK “SS 2. GRADING / DRAINAGE PLAN L_EXPIRES 01-07-01 _| j ee aed sn NY) WETLAND AREAS: SEE PLAN SS a . 3. UTILITY PLAN 3 10’ FROM BENSON ROAD ih lll i Se DEPARTMENT OF PUBLIC WORKS Ei BUILDING SETBACKS PROPOSED: 52’ FROM BENSON R/W (E. PL) nee, SF x 4 STALLS/ 1,000 S.F. MIN.) = 527 MIN. ~ ae NING 4 63’ FROM N. PL 131,854 SF x 5 STALLS/ 1,000 S.F. MAX.) = 659 MAX. DEVE OF RENTON a “ EXISTING 20’ FROM PROPOSED S. PL PROVIDED: 612 (39 IN OUTDOOR SEASONAL SALES AREA) cy ; FIRE HYDRANT 280’ FROM GRADY WAY R/W Q7 1999 a } ACCESSIBLE (ADA) STALLS REQUIRED: 12 . DEC > IMPERVIOUS SURFACE AREAS: 8.73 AC. =80.2% tel DEPOT PARCEL) ACCESSIBLE (ADA) STALLS PROVIDED: 12 , ——_ 4 IMPERVIOUS SURFACE AREAS: 1.37. AC. =26.8% (SOUTHERN PARCEL) STALL SIZE: 9’ x 20’ WITH 25’ AISLE, 90° st eEce WHEL g Q IMPERVIOUS SURFACE AREAS: = 10.10 AC. (TOTAL) LOADING SPACES: 40’ x 100° LUMBER LOADING (GROUND LEVEL) " DESIGNED - 10/227 ~ LANDSCAPING/OPEN SPACE: 65’ x 155’ LOADING/MANUEVERING (DOCK—HOGH) } ~ DRAWN BSW 2 ee come a STREET PERIMETER: 10,000 SF i cian . z oS INTERIOR/PARKING LOT 68,800 SF. (INCL. 1800 SF BIOFILTRATION) 1 REVISE/RESUBMIT TO CITY BKC 12/1/99 CHECKED _AK _ | SCALE _1” = 50° |RIELD BOOK__——_—— PAGE G S 15.6% OF PAVED/IMPERVIOUS SURFACES satis 1 c NATURAL AREA: 56,000 S/F. ne —— eee aloe DIRECTOR GF PUBIC WORKS sHeeT |! oF 4 File: P:\SDSKPROJ\6254\ENGINEERING\6254-A.DWG Date/Time: 12/03/1999 07:29 Scale: 1=50 Briansw Xrefs: 26254—B,26254—S,26254T, - te B. C . E . J O B N O , 62 9 4 cD : JO B NO : 62 5 4 YE S ST A : PA P E R SP A C E : PL O T SC A L E : 50 10 / 2 6 / 9 9 PL O T DA T E : XR E F : P: / S D S K / 6 2 5 4 / E N G I N E E R I N G / X R E F F: \ C A D \ H o m e De p o t \ R e n t o n \ L 1 — p i n t . d w g FI L E N A M E : N : Fd 7 ra YO = ot, << <a n= oO = Lid oOd¢ 6. a= << Lid Cc) Os OD Wo 2 =b5 = o= LJ xtc | Tey 26 oo OS MF, of CO BE Ex *< eZ, Bul Es 5 qu. OM 3S <2 3 3e as ON ai Eg a6 gs “3 33 z : 50 | _ ON E IN C H I NP H DR A W N : NP H CH E C K E D : MA W AP P R | sP e r o v e n DA T E B Y RE V I S I O N NO . 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OF PAVEMENT” 7 i Lu O - W ZL OO te) LJ © >) . a a ép) . |= = —_ is a iea 1 2 _ ~ LU sail Le — SO — + oN é ” eo 2 5 a wf ~ [w) OO we : gi aw LOCAL _AREAS- /\ jy ; Ss A OF CENTER | / / // Peps a Lu s | BZ ve ee igo LP EL TT | AREA OF _ANALYSIS SLOPE FORMULA + = |Oo0 BE 41a / PIL SLE = 35,207.98 SF > Ee A hit) & O . a i | = / ae oe = 00 a e oul fo. / | [ hf] a S = (100) x (I) x () «to pean Oo JS “ _ | i f f | A = 2 'S al 35 a a cS , | ! / = <{ re “i oe / a a Af! WHERE: _ = 2 58 of Poa. Bi / | = CONTOUR INTERVAL (FT) Oo, < 5 (ea) Lo 2 | L = COMBINED LENGTH OF CONTOURS (FT) Oz 6) Be ss E . fo 5 oN a / Lf Lf A = NET AREA OF ANALYSIS (SF) o rc fats Bod a a“ LL ast ae.) we fo / O 2 “Ng 4l 5 ° we we aa Lo # . Q _ 5 : a5 oe, w th Z = [7 aw << / ff CALCULATION (W/ GROSS AREA) a wv © wi oe / fo a So O 2 | & Sf - |e LS if S = (100) x () x &) tt 2 a 39 PROPOSED _/ CONTOUR LENGTHS AREAS OF GENTLER SLOPE . oO = BUILDING \ S = (100) x (2) x (5667.08) cD “e , CONTOUR sai 33207.98 z NO. FT __ G) 356.97 (A) 965.35 SF S_= 34.13% . wig @ 431.83 433.16 SF o 2/728 nv Z/35% @ 411.23 () 267.41 SF zig @ 421.56 6) seart SF CALCULATION (W/ AREAS OF . 3 Se ay ee a O- : G) 434.22 GENTLER SLOPE REMOVED) O © 383.24 CE) 143.26 SF ri ) = (100) x (I ny Ue ® 373.40 ) 524.09 SF S) (10 ) ; (I) x (L) = a «li “a 2,313.98 SF = Qo b Se 376.27 S = (100) x (2) x (5667.08) 5 Sz 2 |. B g . (6 @) 427.87 30894 o 4% o Q ry o oO B p18 2 (2 |g 381.97 S = 36.69% = x oe ee 322.26 oe re " Z% z o ° \ _ Y © | z BAY GS 8 oO > = @ 80.94 ~ SN@ g te : @ 71.26 ZOO 9 fa S " N a . = S355 69 : & 55.75 io NA z= & @) 29.94 N z A x sk ra 113.94 = Sr OD ®) 66.60 + 253.82 22.91 @ = 118.33 Soe | G) 90.71 ee | 20 @ —-63.08 , Noved 1999 S @3) 35.45 aad g = @ —_— | EXPIRES 01-07-01 | 5 e £5 i0éie7 CITY OF RENTON $ DEPARTMENT OF PUBLIC WORKS 8 @6 89.68 5 z @) 19.42 ; 5,667.08 LF N © S x“ Ww [=] 72) = ry iene pate _ 11/29/99, |FLEND. is - DRAWN BSW : F CHECKED _AK sss] SCALE _1" = 20’ ss | FIELD BOOK__——s PAGE _ = Z = REMBION BY APPR. DATE “uiknelan! DIRECTOR OF PUBLIC WORKS sHeeT 1 __OF 1 File: P:\SDSKPROJ\6254\ EXHIBIT\ 6254-EX1.DWG Date/Time: 11/29/1999 10:49 Scale: 1=20 Briansw Xrefs: Z6254—-B,Z6254-S, ; : Sh-AG-ISE B. C . E . JO B NO . 62 9 4 > pF —— SLOPE ANALYSIS EXHIBIT _ , ~ WHE Wh _— 4 NS AG, KW, © —— - , - ee o* a ST - oe o fica _ _ . ee _ —_—— —*~ OS / we DA T ! FI E L D B O O K PA G E . DR A W I N G NO SH E E T . -. M0 4 tz OQ nk <9 ~ OzZz a we 5 ae — ep) OW L Zz wae oe 5 a ea) LU a eA) Lid if ee O - ~ ~AA= B1S65 L . aus = =e Y a _ <q Ww 5 1N= > ra Pi Z20Z2 Tek a, ~~ a0) Ee =< ? a O of 2a we a uy ~~ rese < eet ; ’ LL = oe EXIST. EDGE ‘Gf iss, > = — Z OF PAVEMENT iO ; ™~ oO © % a, wes OL Z <_ ~ Ooo HW aoe eee aa x S § e WO © EXIST. SLOPETO. fo 2) s |25 ce REMAIN UNDISTURB —\ 3 sam . a ae ‘ MS A J AL 2 Jf we ae LL = a C- ) LoS | 7 ‘a a eee | ee aa 2k — a ne LULLS Sf, 4 : Z g YO es Rope ia OF GENTLER \\ & —~“ ~_S/ | 1, / / / | a - | GZ of : — —_ SLOPE (TYP.) VV eee / / // My) /f AREA OF ANALYSIS SLOPE FORMULA = P| OS BE ILE LE pS — Of pay 2: \ fof /, [ Pi dg = = © EY gu \ Ya Lo Va vaau fy | Poa S = (100) x (I) x () < oO z ae —— ei “4 # ee “J / / ; / XN A . = ve) 8 . co 2 “ a | / “ SE \\ 4 LS a a | 4 / (7 WHERE: _ = 2 z 55 Ze “ LOO J ; | = CONTOUR INTERVAL (FT) O OW a = \ \L we eo L = COMBINED LENGTH OF CONTOURS (FT) << O 5 on i LoS 2 A = NET AREA OF ANALYSIS (SF) a ae = on al / Lo ra LL and 4 | ‘= (on) bys _— wee a rs fo Z y O LLI 3 58 ae we ae — So y, a / 7 ~ 9 > Oo . ao — if ef (ep) Sl oe i a ae, CALCULATION (W/ GROSS AREA) 2 uw ~ 5 é, an fo a ~ . a . O Ss | 28 ae i yo 7 S = (100) x (I) x (L) - 2 5 | ge = a e1ac < a PROPOSED 4 A CONTOUR LENGTHS AREAS OF GENTLER SLOPE . oO Eg BUILDING ———~ S = (100) x (2) x (5667.08) cD 6 -——7” CONTOUR LeAGTH 33207.98 965.35 SF S_= 54.13% 356.97 | | 431.85 433.16 SF 411.23 20 ON E IN C H 267.41 SF AT FU L L SC A L E IF NO T ON E IN C H SC A L E AC C O R D I N G L Y CALCULATION (W/ AREAS OF GENTLER SLOPE REMOVED) 421.56 180.71 SF 434.22 SC A L E Hi { | i | i { 143.26 SF FO R : 583.24 324.09 SF S = (100) x (I) x (L) A CR O R O R O R O R S ) 373.40 376.27 2,313.98 SF S = (100) x (2) x (5667.08) 427.87 30894 BS W BS W CH E C K E D : AP P R O V E D : SU R V E Y E D : OE S I G N E D n H 381.97 56.69% ‘B OR A W N : 322.26 80.94 AP P R 71.26 55.75 XR E F : P: / S D S K / 6 2 5 4 / E N G I N E E R I N G / X R E F 29.94 Pe —_ =) © Y Li =) ae S < OQ = N ~ Ww) N [0 @) KE N T , WA 98 0 3 2 (4 2 5 ) 2 5 1 - 6 2 2 2 (4 2 5 ) 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 , 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 113.94 BY 66.60 253.82 E nnsscancntne 118.33 | RECI vel 9071 | wove 999 | 63.08 35.45 | a meals [| EXPIRES 01-07-01 | 125.76 sate CITY OF RENTON DEPARTMENT OF PUBLIC WORKS RE V I S I O N 89.68 DA T E SO O O O OO O O OO O O OO O O O O O O O O O O O O ! 19.42 5,667.08 LF ch 944 -|S a DESIGNED _— Date _—«-11/29/99 FILENO. DRAWN _ BSW CHECKED _AK —_. | SCALE _1" = 20's | FIELD BOOK. PAGE __ FI L E N A M E : ®: / S D S K / 6 2 5 4 / E X H I B I T / 6 2 5 4 — E X 1 . D W G a 2 APPROVED REVISION BY APPR. DATE DIRECTOR OF PUBLIC WORKS 7 sHeer_ 1 OF ____ 1 —_—s File: P:\SDSKPROJ\6254\EXHIBIT\6254—EX1.DWG Date/Time: 11/29/1999 10:49 Scale: 1=20 Briansw Xrefs: 26254-B,Z6254-S, B. C . E . JO B NO . 62 5 4 PR O J E C T S \ 9 7 \ 9 7 0 5 8 0 \ R E N T O N \ P R O N T E N D \ p r e s s h e l l . d w q Th u Oc t 24 14 : 1 7 : 5 4 19 9 9 Os c a r Va l e n c i a 470'-0” 56’—0” 54’-0" 56’-0” 56’—0” 56'-0" 48'—0" 40'-0" 14’—0" 100’—0” 44 ' ~ 4 " VE R I F Y WI T H CI V I L DW G S . rs cr ~~ LUMBER LOADING | = ACCESS ——: p) PROPANE CANISTER STORAGE a LJ | PALLET STORAGE EMERGENCY GENERATOR TRANSFORMER 6° HIGH CMU ENCLOSURE | 35 ' - 0 " CL E A R 48 ' = 9 " af. Wi A, Yh ae. 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S | | | | ° Si * Y A 1] Mf aa METAL ROOF , ° CANOPY, ABOVE OG 2| 2 ~ | | | J -| 2 ! | “4 Ft — CANVAS ° " 2 _ _ a _ a —a — ~ — 2 — — — es so ss — — — +. ——— — — + — _ 4 _ ma A—FRAME al ua STRUCTURE © © fs ¥ -¥ a D.3 | ! io ! | V7, yyy: wl ° ’ ! | VALIALALAA AT ‘ol “I «| | | | orc ————— i-, PALL LLL LE sol LO @.) B VER rma pe an IN v4 a4 "Ets i \Z 4 Y ol [ol ae a ae ea _ oe _ = ®) RENT. ITER STEEL COLUMN i WHA 7 ] 113 © INTERIOR qi :f XN: : YZA wl oO D.9 Oo ms i | I V N t iii ol Tt - | | iL! Nee Y 3 |® _ _ _ _ eh , _ _ _ _ _ _ _ _ en ae es ee _ f 4 — ——— ——— 1 r / a TN a ~ 7 op) = } 3) : . . . + iE To Sees ne ! ! Y a FR | | | | | IP re i 7 \ UY o} d] B , . a, FL | | : : ; ZZ LARGE EQUIPMENT | aces on ROOT — boon > — Ye —serert = (4) STORAGE | fea, tat . 14 ™~. | 4 YY | © a 120 (| ; re I ™! 1 ! ay a} oo : - ty : = [ | | | DESK | eee ee forse a = = - = — St (E.6) - | | ro a Saar = a ae rar a aa res SS — | W7 47°: ae 1 |— ™~\ | YY, Plo] , e i | i bon | OF RO bob i i | eo aor ~~ to J 3 _—— aocte | ‘ PR Od or. SEASONAL BULK Wo (aa - — Y ol =] a | | 5 HONE CENTER a & an = s : (N.I.C.) AREA as aa Ss a Z ® - | ra = FEES GE oe en ee 1 ee oe as: 2. = a FS = == EMERGENCY EXITS | Lat —— | q ee ee +. 3 . ot * Yi; 7 to] “(E-9 & OF. AI SO EXTERIOR nn é oN: MG “CENTER | - EXIT] -1- IF ~ 0. BUILDING WALL 2 pa in 5 eae ee tL MIT Ts. NW Z HANDLING | ' . Pan i ee 7 SCHMETAL | [CONCRETE PlERS/ | 7 f eh. “A-FRA : Y ~a———— LUMBER PICK COLUMNS © 47'—0" PICK-UP CANOPY 25'—0” -UP CANOPY, esd | 28’—-0” L 94°60" 28'-0" a ee d ho & | [o ) ENTRY CANOPY ABOVE = PAINT STRIP © CUSTOMER PICK-UP LANE 53'—10" COLUMNS @ ENTRY CANOPY 54'-2” 16°—0” 16’—0" | 19°-0" X— * 25'-0” aC 458°-0" g2’-5” VERIFY W/ CIML DWGS. © TT LU RE ENN BERG FARR ONV TU ST ' 15 10 1 RE D HILL — A VEN UE 4S UI T E 20 0 CALI FORN 1 A 9 27 8 0 TE L VAR C HTT ECTURE INCORPORATE | I N ‘ 7 1 4 25 9 © @©@ THE HOME DEPOT U.S.A., 05 0 0 = © BASED | | @) ©) RENTON, WA PROJECT #: 970580.02 R.H.,D.D. 10/19/99 ON SITE PLAN: #WA—131i INC. DEVELOpy PLANNIN SITY OF Neen G 05 1999