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HomeMy WebLinkAboutLUA-99-081 - Large Format . a ee ee oe F: \WA\RENTON\CAHAN\DRAWINGS \RNCA11S1.dwg o & DE S C R I P TI O N SI T E PL A N RE V I E W Y = op) i : NO . . . . . ARCEL [e t a n e r e n e n e r e r m e n v a n e n n n m n n n SITE PLAN INFORMATION DR W N DM D rt a t e s t s e a a n n a Mi n t o n . “Resarivanerceseians . ° /AREA = 80,500 SF 3/ 3 / 9 9 PR O J E C T NO . 99 6 4 1 1 CH K JR G DE S I G N E D BY Ru D IS S U E DA T E fore % Bs Se nn e s s t a n g BS Newer mucarsniiens PN RS — a OL EEEETT Ay — JA‘ If fff a , BUILDING SQUARE FOOTAGE = Oo CT ee ee TTT — oo OFFICE MAX = 23,598 SF — i EX. FRED MEYER = 173,832; SF / EX. ADJACENT BUILDING = 11,886 SF t rem Le eye sn, sa i d i s i x Wea yaa ger eames PMN swnvnamaueveaniacrguenimntit mervoauncteien neste . ® i EX P I R E S JU L Y 7, 20 0 0 a ro e sd s Sa s a PROPOSED BUILDING COVERAGE = 29.2 % IMPERVIOUS SURFACE AREA = 95.0 % LANDSCAPING COVERAGE = 5.0 % D3 | a ee |e f Sf ff PARKING PROPOSED PARKING / STANDARD = 102 STALLS COMPACT = 9 STALLS” EX. BUILDING = 11,098 SF - EX. BUILDING = 6,248 SF ; | EX. BUILDING = 19,279 $ ~ senna aaa cinta Saeco saat pacsouameramcriate, ; 4 i 3 aes § net oe _ | sy Remuaceg & De v e l o p m e n t Se r v i c e s 97 0 9 3r d AV E NE , SU I T E 20 3 Le Cr a b ni n e ng i n e e r i n g , E Se a t t l e , WA 98 1 1 5 - 2 0 2 7 (2 0 6 ) 52 2 - 9 5 1 0 Pa c i f i c La n d De s i g n Pl a n n i n g , : : ~— inn oe ig f HANDICAP = 2 STALLS 7 | TOTAL = 113 STALIS i aS ane par}. a, j TOTAL = 4.8 PER 1000 SF gi v t a n r e c n a c n e d MINIMUM = 4.0 PER 1000 SF / MAXIMUM = 5.0 PER 1000 SF i STANDARD STALL; DIMENSION = 9’ X 20’ COMPACT STALL DIMENSION = 9 X 16’ EX STANDARD STALL DIMENSION = 9” X 20’ NORTH LOT EX STANDARD STALL DIMENSION = 9’ X 18’ SOUTH LOT ee ROPOSED — PVoOEl ANDSCAPING PARKING LOT AREA = 57,058 SF TRASH SF = 23,528 SF n a s e O H S A L O S | ; TOTAL EXISTING LANDSCAPING = 4,455 SF 74 ENCLOSURE// ‘ ' so n o r e TOTAL PROPOSED LANDSCAPING = 3,838 SF PARKING LOT AREA = 57,058 SF 7 xs EX. PARKING 10 ‘BE-RELOCATED | PROPOSED BUILDING HEICHT = 22 FT ~ “S 31°40'54” £ | | agp Oh ‘oe ETBACKS - EX PEDESTRIAN _MIALKWAY STRIP—\ MIN. BUILDING SETBACK = 10 FT RE N T O N CE N T E R RE N T O N , WA S H I N G T O N SI T E PL A N PR O P O S E D OF F I C E MA X ae —— ~ . te GRAPHIC, SCALE 240 =LOPMI CITY OF | SA-99-091 F: \WA\RENTON\CAHAN\RNCAI3G1.dwg ! | | “ ee a 2 1. / CONTRACTOR SHALL REFER TO. ARCHITECTURAL PLANS a » i” Fe / | FOR EXACT LOCATION AND DIMENSIONS OF; SLOPED | on Oe i |O ” / | PAVING, EXIT PORCHES, RAMPS AND TRUCK DOCKS, | y | = / | PRECISE BUILDING DIMENSIONS AND EXACT) BUILDING , a © | / | umuty apron LOCATIONS. aa 2 > / 2. @ REFER 10 BOUNDARY SURVEY FOR LEGAL DESCRIPTION, Pa 7 > / DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS AND rs — Eg BENCHMARK INFORMATION. (SEE SHEET CS~1). ' | = = 3. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF a e IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT . UNLESS SHOWN OTHERWISE. 4. SEE SHEET C—1 FOR SITE DIMENSIONS NO . a i i co =S Sle = 5. , © STORM DRAINAGE PIPE WITH LESS THAN 2 0” COVER | = ee Sees = \\| SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR TY ZS Wwe] s k APPROVED EQUAL TO SUSTAIN H-20 LOADING. VICINI MAP | F a =o a” S ~ elie: reliant y es ely 6. ‘CATCH BASIN INLET PROTECTION SHALL BE USED FOR _4n ; Ke ra 2 pe | ALL NEM LETS pee SCALE: 1’ = 250 | - SW 5TH PL , i REFER 0) THE FOLLOWING SCHEDULE ro DETALS | g \ | 45.41 | ~ _. $98 1906 W 7 CATCH BASIN GC 3 L ey 3 ’ Calas 2 g % & 4 %, y ' : — ee \ x ee | ee ~% : a ; woenimalerea deenr—becrand eid toute | : | t ==~TRENCH BACKFILL DETAIL” \ C= 37" ‘ |B. spy THE SPOT, ELEVATIONSCINDIGATED-ON—T EPRESENTSD - sp fi c |: 3 \ “ _ FHE DESIGN-TOP-OF- ASPHALT: GRADE; UNLESS OTHERWISE OOF 8 na \ SPECIFIED. | ‘\ ~ | : © 5 e Ss —s : ea et CQ Z = N a ny OU 4 59 ; y 51+ JUNIPERUS CHINENSIS “COLUMNAR” i | 3 SOs . ie te ~ ‘CHINESE BLUE COLUMN JUNIPER ay aoe <‘* _ (S)-IN = 14.0 MATCH TO ia Or Sisss ao EXISTING GRADE - ' — § <= 9 ws ' ul Oo i ; 00 -U, ; o i aS) &® = Diy | a ae _ ia Oissag S 31°40'54” E j ) le ag . 7 , rc sa 2 3.95 CONTRACTOR TO DOM. WATER METER ieee | | . S EXISTING PEDESTRIAN SEE ARCH pr Ans FOR COORDINATE GAS : Th = WALKWAY STRIP CONNECTION OF UTILITIES AND WATER TO 8” FIRE 4 =f BUILDING EX BUILDING 5 NM - 1/2” Domestic \ \\ ! 5 59125'46" W 34’ Pipe \. a Pe ne \ NS NX RAs AS SSS <— S aN O j 4 . uy _ F Lto j Dm Po ra ~ < 0) : : 3 Oye 3 i | ‘ABANDON SSS \PROPOSED LL Tik®@) QO : A 5- PINUS MU : j ~OFEICE MAX 7 MUGHO Tae — O > = q | : nN | OO <| 5 ! , 158 LF \ . Y 4 IN| REMOVE a ay = > \ % / LANDSCAPE ISL'AN { O _; , , CONCRETE PVMT \ .» \ “ f 1 LL = Li ' 13 LF 6” SD — 275 PER ARCHITECTURAL PLANS) ABANDONED™. % / a J '¢8) O (@) | AL | @ 1.0% KN mA UTILITIES ——s . 4~ PINUS MuGO, MUG ( O ya = ; A 7 45 36” MUGHO PINE us \ LL] a za j # A B PE N\ ey 4 a za ae R= 1509.10 CB TYPE | > . ; om = ! él | 7323.18 RIM = 204 / \ QO ‘am | Is 59 25 46" . . SOW SN QO = nn ar, | | ser g Pel | / Uf. ‘. 2 Ss, “ @ 21.8% \ ¥ CB TYPE 4 # a ne = bo Ps p va 40 RIM = 20.8 MATCH TO GRADE —~, ° a = mcieuen RDL C.0. = 235 ee fae EX UTILITY EASMENT ed gd ) LIMITS OF CONSTRUCTION ao SAWCUT, REMOVE, AND REPLACE “1 ea ; . UTA SENT d a , sa ASPHALT, MATCH C-3 4 ra See ee men ~BULDING F FOOTPRINT : a (eee oes GRAPHIC SCALE A - 1 | pe! NOTE: | . oo “ . ra, _ 1 dUNIPERUS CHINENSIS “COLUHINARIS” a a a ee SEE ARCH. PLANS FOR # \ CHINESE BLUE COLUMN JUNIPE i ( IN FEET ) CONNECTION OF 8” RDL’S a 1 inch = 20 ft vA = SA- 99-08 | F: \WA\RENTON \CAHAN\RNCA28M1.dwg 2 = = ci OQ. Or a = = a Lu = CO) F a(( FRAME AND GRATE os a I ) SS (INSTALL W/ FLANGE = ——— DOWN OR CAST INTO = | Sse RISER) LJ co = z NOTE: NOTE: MATERIAL THICKNESS IS COMPACTED DEPTH. E g We x2’ ; MAY BE USED FOR SUBBASE PROVIDED > (MEASUREMENT AT THE = SOILS MEET REQUIREMENTS IN TOP OF THE BASE) 4-23 BAR HOOP Zz PEteaieel “al annem sre CLASS 'B' ASPHALT CONCRETE © rr F = WARING COURSE 6” RISER SECTION an SSF lz (WSDOT STD SPEC 5~04.2) | ; = | 24lga|q< ne) . ” Lu a z Ny Pa oe bog SO | bu cop) a oe oe ow Mo LY SW) 2|ps|s® 50 0 o 0 9 \ LL uv) =e lH oa tB° 0° 00° Shes eae —s a ze |H a © BROS P Ho ° © S98 Pe , PP Le IS TYPICAL KNOCKOUT W/ 3 | ee 9° & CRUSHED SURFACING 45 BAR sth a ee eT we ib S2SFQ 59 g FQ 09 Q - } 4 Z Wey TOP COURSE A gk naa (WSDOT STD SPEC 9-03.9(3) EA.CORNER Ip ° 4 , . i COMPACTED SUBGRADE a < 1s i (3 7 F es a LA La S e 3 BAR wee <> i | ous SS a NTS EA.SIDE x OK SN A he is nN AB ~ SSE = fe” | ?-#3 BAR HOOP LAS < g %° <<“ # > On) sp) ‘ te b . Ses ’ ~ hw ” ” by N PROVIDE 18” MINIMUM DEPTH COMPACTED 12" RISER “SECTION a a= ys GRAVEL BACKFILL FOR PILE BEDDING P4g BELOW CATCH BASINS OE GE x Sis ZAR TYPE | CATCH BASIN DETAIL J\P 28 NTS Z Ss) i POF = Pa ER BS lessa ZB > Sip 5°38 EE at S PAVEMENT SECTIONS s LY. SL. SU | 2XONOS LANDSCAPE NOTES SLOPE TRENCH a SIDES PER OSHA - REQUIREMENTS S 1. EXISTING LANDSCAPE TO BE 3 REMOVED. NEW LANDSCAPE 0 DETECTABLE MARKING = BE PLANTED AS SHOWN ON PLAN. TAPE 12” TO 18 ; BELOW FINISHED a 2. PLANT MATERIAL GRADE 2 - JUNIPERUS CHINENSIS ”"COLUMNARIS” / CHINESE BLUE COLUMN JUNIPER, 5-6 FT. x< 9 — PINUS MUGO MUGO/MUGHO PINE, 3 GAL <[ 5 ap) PIPE BEDDING 9 — 4 GATES 3. PLANT MATERIALS SHALL MEET AAN STANDARDS = ‘om — _ DUCTILE IRON WATER PIPE 6’ HIGH GATES — GATE STOP SET (ANSI 260.1-1986) AND WASHINGTON STATE LU ) < j . IN CONCRETE STANDARDS FOR NURERY STOCK ORDER NO.1627. ALL | Ta PAVEMENT FOR OPEN PLANT MATERIAL SHALL HAVE SUFFICIENT ROOT O rea) Ww ZNUNIN AND CLOSED POSITION DEVELOPMENT TO ASSURE SURVIVAL AND HEALTHY LL 2>-!iQO — 5 GROWTH. UW wy) w . PIPE BEDDING MATERIAL SHALL BE PER PLR coe a arert E _ MAXIMUM. WIDTH COMPAGTED NATIVE MATERIA WSDOT STD. SPEC. 9-03.15 AND SHALL BE : ;———t 4, SCARIFY SOIL TO A DEPTH OF 18” AT EACH OO g 5 SL ACED IN] MAK LOGSE LFS AND GEES OF St" SHAPED TO THE BOTTOM OF THE PIPE. , ' PLANTING BED. PROVIDE 4” TOPSOIL. FINISH GRADE > = it Sule ee Wik. DENSITY OR 1.5 D + 18° NOTE: WATER SETTLING AND/OR MECHANICAL SHALL BE 2” BELOW TOP OF CURB. . O | > COMPACTION SHALL BE REQUIRED ; , : ; ewe ale hate : rae iat a Gem wesoene HES| 5 , | os | O — sah ean RO FAILS oT OS . | 6. STAKE TREES WITH MIN. 2 STAKES. ae Hd = O = 3 ] 7. CONNECT TO EXISTING IRRIGATION SYSTEM. QO ii Co) 3 PROVIDE EQUIPMENT AS REQUIRED FOR FULL COVERAGE om cris AT EACH LANDSCAPE ISLAND. 0 Sn ! NOTE: REFER TO SHEET C-2 FOR GRADING ELEVATIONS. g | NTS 4 OP Mey ay 44-08 NUN? 2 OK aS | NL WW oe tundcee Nv EL WEB , 58 & & i | OSS Ieieee ae ' ‘<> ~--~---------~ | = ; 8 ise F A T ’ 2 GRAPHIC SCALE ; : | om re mal et ies 7 z Lj ry th | 4D ] on 2 200 ) 100 200 400 800 = -e LinCORPORA | i = 3.4 A 1 = ray HB F: me te : ae | > — SS Sea oS I ee j | CERENTON REAL [ Cesiate | tes list os j 7 5 ° i - 7 : las 3 "PEI pre Y TV ¥o.e [ TOS . Ry x 3. TIL LICUM © ST : roi | Ley Rope Eq» wg? | red y 740 = _ 7 pos} 19 ( IN FEET ) JoHN fa |S [Brae IS] IT S TF . wl os roe.| © fF ott >. 1 inch = 200 tt. BURKHEMER | ossec a tee| Faesltoc Fae foe Ree | mel sig Jresl ef a 8] 8 Ay Re) OP | , : _ | 0.46Ac., 3 ‘ KI z 274 3 =4 g P| g SR ¢ ¥ hy zemal 9 ss ee Sey Ri S ¥ oe ToS s 8 U. 2 | X ve Ba 8 = a} 2 RB = ee ri ; Le). = 5 7 -— . *) : 1 7 ; xf a g s}—- Tala ts 2 @ Sel sgiGlecasise|.2/4.9 BOSE. Fy Rea? | . ” sst_|aavt: aa deastend =m Nerd a =o WS MAP BY KROLL MAP COMPANY 9 [a-T 7 : . TOBIN ST. ez [pel A: Ree Bae chal s/o f T® SE Gee |e i | ey si] @! u cnh| | 413 aoe | Hi lane | es ree | \ ; od Vee a, tt lg 5 16 : a Seed Seen a ~ PAlAxivve t Heide | Kesey Rewmal ce wr | reas \ all ue TT es Tree 4 Py YA om em mee we ewe we ee, AD O L P H MA J O R ee ee ee “7+ STRICT a T r == ‘s ~ ~. --2 55 9 . 4 6 on ee em en ne ee er ew ww wm ’ . a PANS2 0.35AC. f} bea if r{3q 314 we Q wo n t ee ee n mo Y Sa l e t a n Ly om me w n a ee we ea ee en er n nn en e r se e << a= -- _ : = = ae \ = ell ; aa = = a eae 0a 19 SS 2] } rm = % TT 7 3) etaye SEC ERS 1° MANE at TUT cleanin Ett 4 \5 [re Sp w20s-Fa |. — J RIL ladwasi Be Xe Phys [29:25 Aches : 57 Ay o ? sears! — = ute | eee esa T SITE 4 | ee a Je UCN Sie “f wpoeeee 3 rOE Sf reese id 3 | mente n4 re 2 o> | 4 a wl A i , Yy Y) 2 3 ‘| A rf PD AIM NE 37 14 13 “thal , 7 7 Deny = ae Gov't. Lot 16 feels || 6 aa | 40.22 Acres ee tee CHICAGO MILWAUKEE & ST. PAUL RR. io | ! a Ta l s eG fa BU R L I N G T O N NO R T H E R N 3 A od Ta , te } 2 \ ) 1. et e : SH A T T U C K © WH I T W O R T H [] 8 H | B | : MO R R I S Ge 98 8 SM I T H E R S | = (: be s s 18 . ol Ss 8 P< .! - a ~ er ) rT aE ] i a 9 — cE Soe ee — ES cA LUE TO)» cOr \- Re ; aj DATE BY REVISION DESCRIPTION DESIGNED BY:| ISSUE DATE: Pacific Land Design PROPOSED OFFICE MAX DRAWN BY: 3/ 5/ 99 Planning, Engineering, & Development Services “ur | ReeuenT 9709 3rd AVE NE, SUITE 203 RENTON CENTER NEIGHBORHOOD DETAIL MAP PC-O F: \W A \ R E N T O N \ C A H A N \D W G S \ R N C A M A P ; Seattle, WA 98115-2027 arene (206) 522-9510 FAX: (206) 522-8344 . RENTON, WA SK-G9-08 / F: \WA\RENTON\CAHAN\ DRAWINGS \RNCAI1SI.dwg = : S ‘aan ae _ | te o& ~_ | o- z > rai = Y a ” ae © Y) S | ° a | z = _ a 2s ee a ae | ~ S PARCEL C - | a\xo|~- _ GelS [S816 a re Ze{, lwe|es = SITE PLAN INFORMATION S“|gelgr|s S| + | — 2 | | Wy jAREA = 80,500 SF | = i f | L | v ie t BUILDING SQUARE FOOTAGE : i i / OFFICE MAX = 23,528 SF : : / EX. FRED MEYER = 173,832) SF g a / EX. ADJACENT BUILDING = pas SF : an io EX. BUILDING = 11,098 SF ie rr a ro EX. BUILDING = 6,248 SF / It fh db EX. BUILDING = 19,279 SH ¥ 8 —— er i EX. BUILDING = 5,261 SF/ Salt ~ * | ° Is OS y LOT COVERAGE URES: oe = N SIr=s=q— [= PROPOSED BUILDING COVERAGE = 29.2 % a) QA 8 SS = IMPERVIOUS SURFACE AREA = 95.0 % Ue ess ——— — = —— Sy F LANDSCAPING COVERAGE = 5.0 % § ee < us — ?> 3 HE PARKING | ne jt} ib S 30°34 23-fe : l = |2 mi as aoe g@ tie —— Co ES PROPOSED PARKING = ¢ ,) c > ele \Ck-> c > C 5 ¢ a) os STANDARD = 102 $ ALLS 3 g S 3 N < 7 _ - G ~ COMPACT = 9 stays a |: ry KQQANMAAR CR. GID an © NECCCCCCan so tere HANDICAP = 2 STALLS g DOO TTA © SAIWNN AOS HL REET TOTAL = 113 STALS . v alias a sala sw ll N — a ie cs ens imei eo TOTAL = 4.8 PER 1000 SF —_—_—_— MINIMUM = 4.0 PER 1000 SF . ae MAXIMUM = 5.0 PER 1000 SF mex Dee STANDARD STALL/DIMENSION = 9’ X 20° r\ RBS ae COMPACT STALL DIMENSION = 9’ X 16’ al | Sgoe wv’ it EX STANDARD sya DIMENSION = 9° X 20’ NORTH LOT ™ < 8s , ano EX STANDARD STALL DIMENSION = 9° X 18° SOUTH LOT a 8 a ¢ ae PROPOSE LANDSOAPING sc _elTTTTTT Or hy peavi lilt] -FICE MAX | PARKING LOT Area = 57,058 SF tI 2 inne SF = 23,528 SF / TOTAL EXISTING LANDSCAPING = 4,455 SF > O “aA ENC # TOTAL PROPOSED LANDSCAPING = 3,838 SF oo G-S7ig" X 9 ) PARKING LOT) AREA = 57,058 SF O - e) if we Z ; hs es i aaa nen Te sie 40 +; Vo ‘ / BUILDING HEIGHT i” it s. S v2 | i ‘se } BE-RELOCATED i i PROPOSED /BUILDING HEIGHT = 22 FT O @) e, | <7j°S 314054" E MEV a = O. =) ee e\ tS SETBACKS A6=| EX PEDESTRIAN egy" Py | ) “A H// LL y | oe WHeKWAY STRIPE] ne pap =) MIN, BUILDING SETBACK = 10 FT NHe=A!| G \ ee TO REMAIN i a 7 { PROPOSED BUILDING SETBACK = 180+ FT O za. O Vf 9 XB, yf | iL TT fr Ohaait onze co EERE a ma * Mee . es a —— - ie ST er eae a DIEV oe Y oe 7 a “meres . / - CITY C C-1 SA-99-08 / F: \WA\RENTON \CAHAN \RNCAI3GI.dwg “ j i H IEE ae i a a ) es | , nd on J A we a ae = ) —_ NOTES / [i dp S roy = : | M7 _— a r , aa | a : [| 7 : Mf; ae o- | Ht | = z H i es y 2 i we i ee) a ; ‘ é i i a we wos (og) Lu a 1. / | CONTRACTGR SHALL REFER TO ARCHITECTURAL PLANS 4 , fk LA = | / | FOR EXAGB LOCATION AND DIMENSIONS OF) SLOPED | . Cy ro L. Ff - ep ; {| PAVING, EIRT PORCHES, RAMPS AND TRUCK DOCKS, | Oe ‘ i“ 4 : ll Ss / | PRECISE HBILDING DIMENSIONS AND EXACT] BUILDING | “ 7 a / UTILITY ENMRANCE LOCATIONS. me gf Sw = [> i / a“ ty | | f be, ° a mx / 2. REFER TOBBOUNDARY SURVEY FOR LEGAL DESCRIPTION, x Pa bg - ! 7 f DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS AND SU > g _ sl / BENCHMARK INFORMATION. (SEE SHEET CS-1). | aa, _ O = 1 ff | / 3. | ALL PAVEIM PARKING LOT AREAS WITHIN THE LIMITS OF 7 1 f re / IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT Pa , S for a a UNLESS JHOWN OTHERWISE, | — ee: ae <a! vA = i? fo ' i Nes. 2 eae : “ A a icra Ui \ / ; { ~ ae | ae rt |b Be ae —_—" ran ry Cee NO / 4, SEE SHEE C-1 FOR SITE DIMENSIONS — , | Serna eee VET Ko — = 1. 1a - @ : oud Vv | = /z2,|2. “ W | 7 5. , & STORM DHMINAGE PIPE WITH LESS THAN a -0” COVER | Se os 2 ,| 4° (68/55 \| SHALL BIMCLASS IV REINFORCED CONCRETE PIPE, OR | TY KO | ze wi} 8 Cus - ‘ wn | oa} .. ~~] = Si 17 ‘\ APPROVE EQUAL TO SUSTAIN H-20 es VICINI MAP ~*~ we ad Re ' ~olA° |e” % eS eS i) = {== os is 6. | CATCH BAMBN INLET PROTECTION SHALL BE USED m SCALE: 1’ = 250’ a a = _ i eo a ARES | ie me NEWANLETS. - K A® — ee: IQ “| ~ \ fj \ ~~ ia Sw. STH PL ¥ ’ \ / \ 7. REFERIGIBHE FOLLOWING SCHEDULE de DETALS q ra g . > \ | 445.41’ - : } | ; 7 é , ” % 9 j i hs — iT) LA Paladin $58°19'06"W a . oo = [_-- ! + arent \ > ‘i - . oo ee ss U 1 xe tL . x _ ~3 _ : + © zg “Si = oF | me \ % > ; 4 LO | . - H creme wines rime cetmanae cc \ \ : Me ¢ 4 Hy a anima F aoe ; ‘ : ¢ *y : 4 y se tor , ce cnt . ait ( AN > oll | LT « \ on eS ry oc Sel — <>) i a yy VJ | oe Ps == TRENCH BACKAILE DETAIL (C=37 xy - ie i yr UO | ) zl! iT \ % | * | | +t \ 7 nike \ , 5 ' | se Ls = - re | : a4 \ oe @ _ sha Z |B, sp ——THE-SPOT; ELEVATIONSDINDICA- EARKREPRESENTSD sp nal gn — ae sp sp SD L-Sitp | SD sp : Spl: o* 3 \ = | ~ a | a" JHE rien ‘GRADE; UNLESS OTHERWISE i r a j J RE Sn q ~ & a. lines | \ SPECIFIED. fo] a. - / \ cl Qip Ha i (72 ; -< Ee | cae v i \ ‘, i : anaes | © 4 ) ' = “ S an: {Ke we i } ‘s NN “ : = RON oy | ARE fo 4 NOT | 96 ; [ ee rs ey 7 rr Pam EX RIM i. @ 59 er 7 A. ya 8 ooo oe 9912 JUNIPERUS QHINENSIS “COLtbARIS" | z > & 2 i po iB | IE (N)} OUT = 12. Cam 7 , we 1 VA POLL [CHINESE BLUE @DLUMN JUNIPER )_§ fr sacs i y Pf oy Bf an — IE (S)- IN = 14.0 f wes MATCH TO ‘ian: | : 3% Me i j 4 PX L 3 - i -_ if S » > = io o al a “EXISTING GRADE j | —eE = . | : b 3 = se ? $ re % 3 2 . ~\ A, He * ; ° | , FOOTING C.0. EXISTING BUIL DING | aaa li _iL. LL = |PIES IE = 23.0 H _. | (Bl LHLDI N io fH FY FIGH fle? a ra 7.5 ) _ Loo rs 4 <t wo So 2 S 3 . 40'54” eo fer LL ceed tf = GIES ae 7 oe (i F=25.00) S HOTS yp in a rr) . 22.8 : -_ CONTRACTOR TO ‘ DOM WATER METER 31 aa \E 3 bo \. S ‘, EXISTING PEDESTRIAN SEE ARCH PLANS FOR COORDINATE GAS Ge “ ha | WALKWAY STRIP CONNECTION OF UTILITIES < AND WATER TO 8” FIRE cH \ the 3 ~ JIN: BUILDING EX Bulle Hy fo i me / - : 1 i } NO : ” d—-? Lf. fay algo > 1 - 1/2” DOMESTIC + | | | j SER RET EC Peer peace . Te By, ; Le E at ; ' 7 “SZ Z ae 7 ) SS ig et S46” W 34! PIPE oy aaa dg % BU ° come 74 _ — eee = sini gg 4 , 0. ‘isd “GO i - oe O % 4 6 G G6 =k i os ee TELE Sef al ag gal! ‘gh ap E \, Son 198 Tr | Te x< QD ' SEN SO, tt -6As i 7) <{ Zaihb=za ots RELOCATE a er ne ae bt WaT ° Nene = MEA | | =>_O TO-GRADE — \ SSN \ “~ ete ae. Kall “i 0. hon ce D4 , = : } : ; W ere \ | OPOSED 7 5 PRU sp " nic | OQ aS __5- PINUS MUGO MUGO < GE MAX TT MUGHO PIE aa OEZ| <4 n aN | || ! — 27> < Ss ~Fs 5528 SF [- ti boat P| LL TL ES Cs \ ABANDON ——__, =A ( ¢ ooNF 25.00. TCH | = | |> | } “| Ll LL a on Bs \ cf) nbsacent StructORED — i |& NI! Sag, |. aa Oi kt x IE= 19.0 © . STS 1 iy V/\ | iQ i || O O qt} 3 | ' \ SN \ PIV, ! a _ " SS \ i Nees IY V/\ | Cacser Olle i 458 UES | \ \ TC) ed SN , D-REMOVE | Tap! , ‘a’ a = @ 5.2% \ ‘ Oe \ | | 1/7, ; LANDSCAPE ISEANDS 1 ( if] Ww O _- 7 ee o/ CONCRETE PWT \ . _» \. a # LPN | | maz| WwW 13 LF 6” SD ) = SSSR o,, PER ARCHITECTURAL PLANS) ABANDONEDS. ON Y ‘ 1 | \ ep) O (@) @ 1.0% aq \ Xx << \ l~ UTILITIES 74 L 4~ PINUS MUGO) MUBO O iT ‘a <{ d Ch x i % bs T | “oS 92.88 \ _ » wat mena MUGHO ae L ih < . 08 TPE CYL 9 Way pS RUCK -DOCK—————— PK ra aE + y WS A i? " | \ e om iT — T2235. 18 IE = 18 7 ae “ XY 25 : \ RELOCATE fo a iN : . | a Cr or L=46.55 Se Bee ! 2 < | _ ~~ OW x QO Sees meee: a 6 5 a ) Z, 777? ~ 545.67 - ; | / Vy Cb, i | AA ® i a Z Pi 8 / ES EN ey lal ! is °Q a j Oe \ Z , CB TYPE | a f bo | — E << 0 p vo 95.40 7 RM = 20.8 MATCH TO GRADE—%“ ae | Oo = ek / 2 aie = 188 aa. : ! NL O contac 0. = 235 23.28 oa \ E EASMENT ! | yp 4 —t oF RDL C.0. = 23. ° FoF foN X UTILITY EASMEN | NS<I nd | fo] ! LIMITS OF CONSTRUCTION a SAWCUT, REMOVE, AND REPLACE (1 co eo r, : a TO BE RELEASED WITHIN L \ yy, A . a <a \ a WITH NEW ASPHALT, MATCH C-3 4 Pa os ae — me — -BUILBING FOOTPRINT a woe ‘ / BK . 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DATE BY REVISION DESCRIPTION DESIGNED BY: RuD DRAWN BY: RJD ISSUE DATE: 3/5/99 F: \W A \ R E N T O N \C A H A N \ D W G S \ R N C A M A P CHECKED BY: JRG PROJECT NO. 996411 Pacific Land Design Planning, Engineering, & Development Services 9709 3rd AVE NE, SUITE 203 Seattle, WA 98115-2027 (206) 522-9510 FAX: (206) 522-8344 PROPOSED OFFICE MAX RENTON CENTER -RENTON, WA NEIGHBORHOOD DETAIL MAP }— it 238'-2' 1938'-@' | Ty T T [ | | { | 39'-o' | | 39'-s' | 39'-6o' | 49'-@'* | | | | \2D-3/ 3-4" B'-1" TO. — ~ ~ ~ WA Z a Lf LL 2 Zz PPL, Zz Lo : ® : 4 % = 4 Q HOLLOW INSULATED METAL DOOR 4 FRAME ; ; s y SEE 2/A6] & DOOR SCHEDULE 4 Q y 4 4 g | 4% % % a % Q 4 8'x8'xl6' CMU WALL - SEE EXTERIOR g - 4 ELEVATIONS FOR FINISHES AND STRUCTURAL 4 Q “ 6' DIA PIPE BOLLARD Z DRAWINGS FOR REINFORCING. , al a CONCRETE FILLED § SEE DETAIL 5/SD2. Q n TYPICAL OF (2) 4 ‘ 0 5 we course - ove SL Oro : is TUBE STEEL COLUMNS - (TYP) oe I % Ps CS} oe TCA Drains PLAS TERRA. 7 A) pL 4 4 N y 4 a _ gta _ 4 _ _ _ - - - _ - = ; - _ _ _ _ _ _ _ _ _ ¢ a QO A Z 4 NINN A \ EQUAL EQUAL NOTE 1d ' - O " 22 ' = 2 " AS S SA A S . 1D ' - @ " SA S S A S A S A A S an NO ' - O " ID ' - @ " 6" CONCRETE TRUCK WELL SLAB. NE a W 6x6-W4Oxi4O WF f4900 PSY. 7° ae NOTE REFER TO TENANT IMPROVEMENT DRAWINGS FOR ALL INTERIOR FINISHES. SN S 62 ' - D ' ID ' - 2 " 29 ' - 2 " 1D ' - @ " NN N SA S S SA S S A S S A S A S A A S SS S TUBE STEEL COLUMNS - (TYPD,, REFER TO TENANT IMPROVEMENT DRAWINGS FOR ALL INTERIOR FINISHES. DRAWINGS FOR ENTRY ¢ VESTIBULE INFORMATION. TUBE STEEL COLUMN W/ IN CMU WALL SEE STRUCT. DUGS AUTOMATIC ENTRY DOOR SEE SPEC'S 19 ' - 2 " 14 ' - O " MO AS CURB RAMP - SEE SITE PLAN SD-1 A, rs | Or |Z MA a & AND DETAIL 6/$D2. STAINLESS STEEL PIPE BOLLARD SEE DETAIL V/SD2. NN PARKING PLAN : SEE DETAIL EI NSias (le {-Set St = \0-3/ Se e s Se e ee e ee e ANODIZED ALUM. STOREFRONT UY |" INSULATED GLAZING SILL AT 2'-8' AFF. SEE DETAIL 4/Aé1 le wr e ) U TUBE STEEL COL. ON 24' DIA. CONC. BASE, W/ RED MTL. E D C VA N “A e' H o " Vl | et wv Le (C N (Z A Ce a ma t Uo 14 0 , 10 , JU lo a s o Pt \U M A \ S S \ Y E A 9 3 / U yo r ee s \G u e Pl o t t e d by : Ca t h y Au t o C A D Fi l e : TON Scale: 1/8" = 1'-0" % ¢ << & [F - — = —) —< ST O R E #1 1 2 1 PANR I Mel Skil lI? ARCHLTECTS.P.S 222 SW COLUMBIA, #1250 PORTLAND, OREGON 97201 503/223-8030 FAX 503/223-8381 D SA+4-05 | Pe eee oS : 2 COVERS. TYP. (6) PLACES.® BO —s 4'12. 7 BI-O" ” Y SEE STRUCTURAL DRAUNES, SEE DETAIL 4/A5! AND . ooo 4 STRUCTURAL DUGS. ~~ _ L - - - - - - - - - = = _ — —#} - - = - = = = = = = = i _ i g xy oy S 4 ' ; = CATCH BASIN ) , ss) SEE CIVIL DUGS. | [1 4 4 s 1: 4 va Ch 4 8 ZZZZZ4 | ZZZZ)} . | a a 2 9 9 . Y o oO -~ DOCK LEVELERS - SEE Y -| % _ Q H DETAIL I6/ABI 4 SPECS. — 7 m , L ieee Bates TUBE STEEL COL. ON 24" DIA 4 mn & 4 NI CONC. BASE, W/ RED MTL. 4 % H VERTICAL LIFT COVER A 4 OVERHEAD DOORS s Q| s SEE DETAILS lé 4 I8/A5! 4 S| 4 5 - > — HOLLOW INSULATED METAL DOOR 4 FRAME AND DOOR SCHEDULE Y oO) ~ SEE 2/Aé) 4 DOOR SCHEDULE CONC. SIDEWALK / CURB 4 rn 7 SEE DETAILS 2 ¢3/$D-2 4 . % 4 ROOF DRAIN DOUN SPOUTS 4 S i 0 SEE MECHANICAL , Y ¥ = Lu LLL. LkLhLLu ZLLf. LZZLZ. LiLLLLL LLLLLLLLLL. LZ LL Lh hkeot LZ. LZ L Va Lo LLLLLLLL Zi Zz LLL LZ. LLL LLLLLLELL. ZL 2ZEZ Das LLiLL 4 ep) ROOF DRAIN DOUN SPOUTS ‘ SEE MECHANICAL on) of oO nN I (“3 \ Architect Za FLOOR PLAN Z SCALE: 1/8" S CO ft OF F I C E MA X - 03 / 0 3 / 9 9 \u t o C A U Fi l e : P: \O M X \ 9 8 \ 9 8 - 5 3 7 0 \ S T U D Y \ 8 5 3 7 - 0 0 3 . d w g Pl o t t e d at : We d Ma r 04 iu ; 14 . 1 7 19 9 9 Pl o t t e d by : Ca t h y MTL. CAP FLASHING | PAINT 'SAFETY RED," TYP. A CAL | ENT BATTEN, TYP! VV GROOVE eee | retinal: ae eee See DETAIL 5/A-21 vr) "BRIGHT WHITE TWAS) DET. IO/A5], TYP: \ -* | EXISTING BUILDING COLOR "22 TP. | REVEAL. SEE | . O" HIGH CAP FLASHING DEL Me TT 'OFFICEMAX' SIGN PAINT "SAFETY RED,’ TYP. rs MTL. CAP FLASHING-— EJFS. SYSTEM (NIC) 4'-D MATCH ADJ. BLOCK 13/A51 | "BRIGHT WHITE" TYP. |i SMOOTH-FACE CMU ACCENT. COLOR, TYPICAL COLOR "22 a A TWAS) I3/A5J | COLOR WHITE’ TYPICAL oe cceren wear Gack ! aie tant FINISH SPECIFICATIONS =Sne tee ty cy nannies eee ce DE oe 7.0. MASONRY ia SiroaS Nir aS NT. ate! AAP Rea : es SN es a ONT 20'-O' AFF SPLIT-FACE CM ran : Soe ee ee ee aR x a ae | . ” : . . " le, Liesl Bie : et iy Di 2 = . ws) ms os oF <= ERAT +16'-O" AFF. e- . EWP LUTEAL RS” 2 — He ' : : z ia PROVIDE Bere - 45 wet ye are i” erate oe yt % Seceeseeeaee 2, MORTAR SHALL BE TYPE T' OR 'S' ONLY. ees ces Se _ i. ws -oes . Ae AS REGD.. ay eee eee rit acct SS +12'-O" AFF. 3. CLEAR SEALER ON INTEGRAL eal eed ge ean, sabe ie hee ga My ae eee TR hy, ae a ig Me eee ee oy my am dee ©" ie “ae nol 1G eee eee COLOR TO BE APPROVED BY OF SMOOTH-FACE CMU BAND ROR TIPLINE | | Pe RRR RRL AL TA | KC a 7 Va eee oe eaneen ROS OPO SIRES 4. EIFS. (EXTERIOR INSULATION FINISH SYSTEM) TYPICAL LO Le Ce BCE PROT oe BES 4 TAL : PS VMI SOROS ROPES | eave oF ees FINISH) CARE OAD SOARES POOLE / WB& 4 = 4 ES SS SER AS PERL LEE LE PRES, SRS RRA | PRA ,/ ae e ae POA | RRR | PORE 5. SUBMIT SAMPLES TO ARCHITECT FOR APPROVAL. SPLIT-FACE CMU SOP CESEOSK|| | BESSSOS% ‘ EOI | IPSS y VA ZL x, SEA | POOP SOP ISS S| | PRISER 2'-8' AFF. , TYPICAL Be LO LN, | \ IK LX, ZA LLL LL @- \ | PRRPPLLIPL | 6.040.6.4 . WPL ROP REG RRL IK RL BRL I OREO IS RIAL RS SES ZI ZRIP LRP PL RIP LR @'-O" e- FIN. FLR CLEAR ANODIZED ere | LIGHT FIXTURE BEYOND __J esse STAINLESS STEEL STOREFRONT SYSTEM. @ '-4' AFF, TYPICAL. BOLLARDS, SEE DET | / $D2 SEE DET. 4/A6] CENTER ON COLUMN. ; TYPICAL : SEE SPECS FoR SEE ELEC DWGS. FOR SPEC. 4 sai eg hey TE BASE I" INSUL. GLAZING, TYPICAL UM. STOREFRONT -3 TOP OF CONC. BASE W SLIDING DOORS 8 W RED MTL. COVERS BREAKAWAY SIDELITES. ABOVE, TYP. (6) LOCATIONS WEST ELEVATION in | SCALE: 1/8" = |'-O" S = E (rE > C = "SAFETY RED 1 a | | EXISTING BUILDING I | ; TYP. gle petal E\ a } \ (12'-2 TO SEE DETAIL M/A5J ———-~__———i i Nee po 4 SEE ELECTRICAL DRAWINGS | EXTERIOR LIGHT FIXTURE, + 27-2" AFF. | WA-5] ' TO. CANOPY +22'-O" AFF. SMOOTH FACE CMU | EXPANSION JOINT, (TYP) MTL. CAP FLASHING SMOOTH FACE CMU CANOPY BEYOND ————— Fe TYPICAL MATCH ADJACENT COLOR, MATCH ADJ. BLOCK TYPICAL +23'-6' AFF. = 3 . MASONRY \ | ! ff SEE DETAIL [8 / A-61 COLOR, TYPICAL TO. CANOPY . 1 : | 22 'g! a _ ee SS OS OED a a a a ee ee a a En er sr ee a SS — i a ee ee ee aT, T EIFS, SYSTEM, c IC } : f —— [ t T.0. MASONRY ‘BRIGHT WHITE" f S E : : t : COLOR "22 t ~ x - \ i | C iC ] I 1 u ACCENT BATTEN, TYP. a r "SAFETY RED.' F N SEE DETAIL 5/A2]————___ f = ; L LE I irom i am rosa ty | ty + tI -o! IO'-O' AFF. t f { T : | 'V' GROOVE t ; REVEAL. SEE t ; T DET. 10/A51, TYP. ! ¢ x 3 ‘ — = [ 7 N F 4 : Q'-2! : / = 7 . @'-@' AFF. a FIN. FLR. ts | |_| | FIN. FLR. 5) NORTH ELEVATION DOOR AD Rare Pant TO | i. 2285 - D PAINT TO BO. CK WELL SEE DETAIL 2/ Ae OVERFLOW SCUPPER, TYP. | | SEE DETAIL 8 / A-61 | | PROVIDE POWER FOR SPLIT- FACE CMU SIGNAGE TYP, THIS SIDE 4'-2 MTL. CAP FLASH ING —+ SAFETY RED. EXTERIOR LIGHT FIXTURE EXPANSION JOINT (TYP) Ud ea LE so gill _ SEE DETAIL TV/A5! y | SPLIT FACE CMu MATCH ADJ. BLOCK B/AB] + 22'!-O" AFF. 9s : SEE ELECTRICAL DRAWINGS MATCH ADJACENT COLOR TYP, THIS SIDE COLOR, TYPICAL —— : MASONRY toy AEF. (12'-O AFF TO CENTERLINE) SEE DETAIL 18 / A-61 | : TO. hioey Herete TO. CANOPY TYP. (3) THIS ELEVATION h $23'-6' AFF. 1 ; T.0. CANOPY T T = — T es 7 SEES ETE RIG EES RSE EERE eee eer TENT NN I I I I PS SN EN RN EE ES ERIE PEELE : : QeSe eek eT ee NT ANNE AN TENE TENT CTS TS ES SS SPS SN RIN KN KRY PONSA KK MN KEN HN PHN KO KN NN KN ON KU NK SSR IRR SRO NR SIS SS SOI SS SISOS SOR RE TS ERI ROTISSERIE CEN I SSR RESET SRT TOR IIE 56 SX RISES ERNIE RR GRR I RIO IRR OE GEN OK CR ENE CEE HORN SOR —=T____ EIFS, SYSTEM SRA RR RO RR RR IR SR STS GOR IR RRA SRR SRR SRR SRR SRR SRR RR SR RR SRI SR OR RL SRR A OR PR ORR RRR ERG COR OR CVO US RRS SRR SAR SARE : 7 Naat eae aaNee eee eN TENT Seer e CNC Ne PENTA TENCE TNC TEN TE NVC NTT EN NENA CNT CONE NENT CNT NNT SNe eT NSN e NNN TN CNT CN EEN NEw NaeN aaa erat eraeureraceb eras brs astern camerarememraremraranterermenrar tera neeararnteraremearantears meron Tee aT NNT NENT TUTTE TTT TEN ‘BRIGHT WHITE' KONKEL EINER IL CID CIV KILI RIL OIE LIRR SONU COYLE NEIL COD LEI COLL EI LAIN LID CIOL RII BILLIE RI CIN RIL AI OIL RIL IU RIL AIL BIA I RII LI ELITE EI ERIE LILI LEI LOVEE IY RIL ROL RIV LEO KILLIN HILAL AIDE, COL EIT KIL EID RITE ID LEIS LOL ROO L OD LEIP LDR ILE LOD LIL E IDL EID LEI LEI RIL END CODER KOOL RIDA ID LED COLOR "22 SRR SSR KN RR SRR SR RRR RR RR RR RR RR SSA RRO RRR RR OORT HR COR UPR T OARS SSRN SRR SRR AK RSA SRR USAR RSS AR ESR SARE TENSE NSE NCTC NTS SNC NT EN TENTS NTS N TENT ETE SENT NTE NTE NEN NTC NNN NE NTE NTE NTE TELE NENT NTN TNT NTN NT NNN NNT L IC SIN KIN HON KIN KIN HIS KONI KON KO KN KN KON KEN PSS ON RN ON ON NR NN NK RN KN KER KL SD PS HIS MPS IA HR KR WR HIER KUN KUN SOR SRS HAN SN AN KEYS SN KN KK KN KN KN KN KN KN KN KN ON KN SARIN KN KN EN KN KN KN KD KN KK VO KK A KKK KD KK NEN ACCENT BATTEN, TYP. RESIN KA ONS KK NN HO OS GN I PONSA SOs ees . SRR SR OR SS NI NS NO HRSA SSSI RI RI SO SRR I I SO SR NS DILLON LILLIA ILOILO RRO LLIN IRIE RIV LAITY RIVA RI AO ROR LAI RII RIO RIL MIRO ROR LAI ROL MIO LAI ROLL RIL RIL ROL RIL RIL RIL RIL RITE IS, 1 ' STATE NTN TENTED CL TEN TENNENT NT CNT NTN TENE NECN TONE TENN CNC NTC CONN CNR eS RE RU URE E COE RS SER I I I I I IS I IS SN I I II AIS I IS HIN RS KIS IN WON RI ORK KEN SAFETY RED. RSC SS KN KKK KN KR KN KR SS ON HN KK OS HO KS KK KK NS KR KKM PEST CANS SSN SIN IN KA KN VESTN TATE ANTE VC NVC TCT ANTENNAE TEN a, SEE DETAIL 5/A2] SX SX SX SS SRT ROR LODO CO TIO TION ON ORK GON GORGE GPR BR GA RR SRR SRR SR I SRR BSR A RR RR BS HR GOK GEIS SON GIR GSR ORR GOR SOHO GLI HOI II ISO CURT ITU UR TU CR CO SERS YLT SORA RR Seenearcatrerrameareneerareurerernerarrm renee erate mrararsierarernmraraeaTerarareteeara amurararatersrarstbriraretarararateraracatetararerararate Vara raat Bara Sarah NaC rN TANT NTE NTE NTE NTE NTE NT CNT NENT DENTE NEEL TSN SSIS SIN A RN RN NN RN RNR SECIS LEVEL NVE NTE NTI NTE NTC NT NTC NTC NECN NTE NENT Saratrarreercnerrennererss : +10'-O" AFF IVC MAV WANT AIVTAEV ICV TCAD SITTAEWTCEVTCOVTEAVT CODED CODDCONI ES VLVTAIVVAIVTAIV TCV TCIVTAIV TCV TEEVTCEVTCEVDCEVTVLEVDCEWTAEV TEA TEEVICATS BIR SB aS Sa SN SOR ONO NIN ROO RIPE SENIOR OIRO RIES IED OPE OREGON ROCCO OCONEE ROO SOOO EERO ROO ENRON OORT $ RPP LRIIFSLRP ISL Le SLL SLL SL SS Loo Ss XL 5456223 ’ BORO OI POE IIOP OPI PEP PRIOR IO LIP LR OP ROR RIE RIV LR ORR LIER OP RR EE RRP ERA ROISR IIR IPL RL LRP ER PIE RD PER DIL RIL LPI LR DILR LI LR BIER DIR PI LR OPC RDI LS PIR IPL LRP LRP LISLE ILRI LEIP ILOILO IOC POW POI POI OOO POI POO DOOD PCI ROE ROE OED I OER COL POPS POLI POOR PROD POOD POOR IPO DRO Re # LIL RP IL RP ILL PPL RP ILD IR PIR LILLIE R DPE RIOR RL IRR LER LOL RL ISL RL POE R LOO LOR ELLER LAE LORE LORE LORE LOSS ASCOT OCC OE OKC OCC OEE OAC OCTETS ARDS OADS OAD OKDE OED EDDC OAD COKDEOAKE OAC OKC OCCOKE OCU OCLC OKECOKEEC OKC UCC OE COKE COE COLE OTC UEC OCC OEE CETTE CUE COCO COEE COKE COKE COKECOKCCUKEES 4 x CPDL PIPL RID PIL PISO oe PIII PIPL DIR DIR PPAR LOR RALLIES DIR LIRR LER KR PERL R LIRA LLLP LL LI LR LPR DILL ILS PILL PPL SLI SL LIL LIL x LILLE SLR LIL RL LIRR LIER LIL DORR LOA IR P ILS DIR PIL AIK CD PLA PPL LPI LIRR LILLIA LIL LIL LPL LIL RPI PER APL PLR TRL RL IRL IR TORR IRR LILLY DILL OP ROL PIL PPL PDL DIL PPL PPR DPR PL PPR MILL LLL LDP DLR LIL LILLIA LLL LPL LPL DO LL LPL LPL PLL PLL LPL PILAR LLL DIL R PPL PPL PPL REPL PPL Po PL LOL LLP LILA LIL PLL PLD LIL DILL PLL ALDI PLC LOL LDL LIL PPL, DRL LILO LLP POR PEL PARA ILL ELL PPL ALLL REPL ’ GROOVE 4 0 A MAM MMM MM MOM MAD MM MMI PRED RRP KRDO RRL BRL BRS PRL DPE BL BELA LPL PPL LPL LLL ECL ECL EEL LR PELL PLL ELL LLL EE EL OL, DIELS PLL PEL, OA OAM LOMA MA MMA MMM OM MM MM MM MM OM MUM MM MM MM MA MMS COM MMO MMMM MMMM MM MMM MM MMMM MM MM LRTI KR IRR KRDO RRI IRR I RRP I RRP IRRIS KRIS REIS KRIS ZRII KRIS RDO PLO RRL ILLS RL ELE BILE ELL LR EEC BER EERE EEL REEL REEL R PIR EEL IPL LE EL LE ELLE PEL EE PPL PRLS OILS BLP RLS BRC LO RRL, RLS PLO RRS AL OOS RIS ES LO RLS BLS OS KC! KOO PDS PRC. BRL BRLR BRIO KEIO REL E ROE PPLE ELE PLE LE POLE LE LE KLE LE DE KOOL. REVEAL SEE POO RRS BLO RRO KRIS KRIS ROL RRO RRO KLE SCE PLE ob RPP RRPPRRIDP RRP PD RRP PRR IP RR DP REPL RRP IRR IRR LKR I RRL IO RRP I RRS RRO KR I RRS RRO RRL KRIS RR I RRP IRR DR RR IKRD IS RRP I RRP IRR I RRP PRR IR REI RRP PR RPP RQRPP RRP I RRP XRAY KOLO RRL KRIS RRL I RR IT RRP RADI RRP IS RRL I RRP I RRP ERD IRR I RR I RRP T KR I RRS RRP RRS RRL RRL KRIST RRS KR IRR I KRIS KRPIRRI IRR IRR I RRL IRR IRR LIRR RRL I RRL I RRL ORR, Be DA ER DEL BERL, EERE EER ELL PLR PEER PEL EEL REPL ERLE EL RPL REL PIL REL R PPL R PEL BEL BEL PLR PLR PEL RPL RPP EEE RPE NEOGEO CL CLES CL LER ELLER EEL ECL LEBEL SLE BL EERE ELLE CLERC DET. I0/A5], TYP. RZ RRP RRP LROP LR LI RL ISR LI SRL LP RRL IRR LL E ORR LIL RL IL RRL PERLE. BLE LYRE LY KEL RRL ELLY EELS BLE EE ee rsanwianeannesneweneesucsacesneemsutesewsneTsseesseesaeesne renee LARLY LE RRL IRR LY RELY BRL EEL EE VABECVARE CADE CADE OAD CONDE OABE CADE CARE OAREOCARDECORACOAB64 ROPZRLY RRLL RRL PERL PRR LO RRLE RRL PR REP RRL RRL OR RAI RL IP LREI ER | | ; : : >. OL -@. S12 -0.CMB-0.CM:@:CMB.0. CRD .CMD-.0.CAD.0.CMD.0.C2B-0.C2D-0.CLB.@4 »:@.4 KS DOLD. O.COM a 1D .O: ODO. CRD .@:.C10 0: OND .0.7LD-0.CDD0CLD®.CLLD.0. CRD. CLAD2@.C7LD.0.CRD.0.C4AD.0.072D~0.C22.30.4 1.0. G10 .@. C1022 .0:.CMD-0:CMB-.0.7LB-.0.4 FL KL LS. Pete he 2 DIL POLE PP Lau i Datu td ius LIL RL RE LIRR LIE LIRR LIRR LEX R LORRI RR LES RL IR RL LOSER ORC LIRR LILA LORRI ELE ELE ER LOR R LOR LER LL Lek L LSE LOSE LL RE LYELL LEE LORE LORE LER LOK LORE LU ESR L CLE L ORK LIRR LILLE ORR PORK LORE LORR LOCK LORR LES LER ER DIRE LOR LER LER LIOR LER LOPLI RL IRR EIR PLR DIOR DIR PIR PERRIS LOR PIER PI PLR LER DIR IR PIER PIR LIRR PIR LIER COCO CONC IEING LS, LOL LILLE SRP PKR PRR PRR PRR PRR DP RREDRRETRIAL RRO OPO NIL OPK REPRE PRR SRD REP RRO DP RROD RROD REPROD RK ROP RRL LILLIA LI LR LIL DORR PPR ALP RE LORRLI LILLIE DOR DISORDER DIL PIL RDI RP IRR PI RDP. LIK LLL. LPS. LLL LL. LL LIS SES OPOPE OPER DPS LS OSE SPP ESOS ODP SOP DSR DSR PL PRD PRP PED DP LERP PE SRPDPLERPSP ERE PRA PERD PEEP DRED PRR IRR SRR RPL OP OL OL OL PO OLR BRE RRR RRR KREDI IR RED RED I ERD PRED KEEP PER DPA EO PLEDGES OPED EROPSE OPES EROS OSE SP RDS SOLOS ROSS ROSSE OS SED OPER DPS EOD ERD DSR ODDS LOD KIDS LDS KL RDP RPP ROPER DS : @'-2" FIN. FLR. SOUTH ELEVATION 2 SCALE: 1/8" = |'-2" =z =) Ze = EIFS. SYSTEM OVER 4" EXT. PLY. SHEATHING OVER PART AERSHI ARCHITECTS.?. 222 SW COLUMBIA, #1250 RENTON ; WASHINGTON 503/223-8030 FAX 503/223-8381 3h 49-081 EXISTING BUILDING 6' METAL STUDS #@ 16" oc \ \ i] 1 I A a s EXPANSION JOINT (TYP) EXTERIOR LIGHT FIXTURE, EXPANSION JOINT (TYP 24 GA. SUPPORT \é ; yt 4 ------- MATCH ADJACENT COLOR. SEE ELECTRICAL DRAWINGS MATCH ADJACENT COLOR BRACKETS nae 4 MTL. CAP FLASHING \ | (12'-O" AFF TO CENTERLINE) | SEE DETAIL 18 / A-61 (5 TOTAL) —————_ ia garan -—— SEALANT 4 BACKING ROD AT MATCH ADJ. BLOCK H : | \ He : PERIMETER OF ENTIRE BATTEN. COLOR, TYPICAL —————_ | 13/A5! 7 z iam lest — PROVIDE POUER FOR " ie J Ge AL SUPPORT BRACKET, = IGNAGE aay J 3° x 8' LD, FASTEN THROUGH | ° {Fs a, | — . / t . 22'-O' HH + EIFS, TO STRUCTURE. on) oS ee i ia , T ame: = SS 7 I OORCOAD COAT CORD EON T.0. MASONRY HH : WY) : 7 SS SS ee ee = HH yi j= DECORATIVE BATTENS: | F _——— eS SSSR al t = DEEP : 4° x 8x04 GA ALM TUBE, WITH END CAPS ol 7 =f | = HH VV’ GROOVE : AND MITERED CORNER PAINT COLOR: SAFETY RED. 7. SOLE RN LN NN ——— SPLIT FACE CMU = i B IN ELFS. ; ATTACH TO SUPPORT BRACKETS WITH $5. ON = / SEE Sue nige| TYP, TH PORTION Cie ‘BGI J) TEGH screw AT top AND Botton ! : I - DOLL PC OPI BRP IPL GL PLL . | : SEE PLAN AT LEFT FOR LOCATIONS. . t CODCOD OLA OEE CONLEOEE GG - rH L | : PURCHASE BATIENS FROM VENDOR 43 Ar chit e ct Zz SMOOTH FACED CMU ROGERS 12'-O" AFF. ssucissndnuna (eTEsecsslseeSaTseeeessasees 2225; GESaTEetaa< =a : TYPICAL . COCO OCI EXT. LIGHT = a ar = i : | V2" EIFS, SYSTEM OVER nO | CPL BALL DLS EL a ON I ‘i \y" EXTERIOR PLYWOOD SHEATHING RIS LRI PERI PERI PLR I LIP RIG 4 Sy OVER 6' METAL STUDS # 16" oc oN bs REE RRLE RRL RELY ZELI RBS INSULATED HOLLOW METAL pee ! SLELK LER, J Xo DOOR AND FRAME. PAINT TO 3 4! 4! 3 sa) O ! OSES EES * Fh MATCH ADJ. MATERIAL =>) ! be RL K 4 KGOK SEE DETAIL 2 / Ao] 4'-9' a | S| 7 ) oe | aa Le Q'-0" AFF. / eee FIN. FLR. NX PLAN VIEW = SECTION VIEW a 1 —WN «Hep eee. SCALE 34's |'-O SCALE: 14's |'-O' om < la YBO. TRUCK UELL | ON re 6' DIA STEEL BOLLARD GALVANIZED CHAN TRUCK ELL, RETAINNG WALL | ae , FILL W/ CONCRETE LINK FENCE SEE DET. 2/ $02 AND 2ECEIVED +! GE SEE DETAIL 5 / SD-2 yal SEE DETAIL 2 / $D2 STRUCTURAL DWGS. =) ~ aa @ SCALE: /3' » |'-O' REQUIRED AT ELEV. CHANGES GREATER THAN 30! 0 b— nO A —